 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : Aug/27/2024
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTE150 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 150 feet, girder spacing is 9.04 feet, and deck overhang width is 3 
                     feet and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) Two steel diaphragms of 0.5 kips.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) The hold down points are at 0.40*Lp (Lpis the beam overall length)
                     (9) The beam lifting and supporting points are both assumed are 13 feet and 14 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 7.5 ksi and 9.5 ksi, 
                     respectively.
                     (11) The deck concrete strength is 4.5 ksi.
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_18fe.tmp\BTE150-0_40\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       43.170
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.004
Number of spans         =            1
Number of lanes         =            3
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       34.000
Bridge c/s,MI(Ixx), in4 =   4783868.50
 
SPAN DATA
---------
Precast length    , ft =    151.330
Bearing-to-bearing, ft =    150.000
Release span      , ft =    151.330
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTE    3.500    807.4   422790.0  63.00  28.75  34.00   8.020
 2               IA-BTE    9.040    807.4   422790.0  63.00  28.75  34.00   9.040
 3               IA-BTE    9.040    807.4   422790.0  63.00  28.75  34.00   9.040
 4               IA-BTE    9.040    807.4   422790.0  63.00  28.75  34.00   9.040
 5               IA-BTE    9.040    807.4   422790.0  63.00  28.75  34.00   8.030
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      9.500           4.500
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5675.610        4435.310
K1            =      1.000           1.000
f'ci,ksi      =      7.500 
Eci ,ksi      =   5249.690
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.40L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: YES
------------------------------------------------
Left Barrier Weight, klf                 0.650
Right Barrier Weight, klf                0.650
Left Curb Weight, klf                    0.000
Right Curb Weight, klf                   0.000
Left Sidewalk, klf                       0.000
Right Sidewalk, klf                      0.000
Future Wearing Surface, ksf              0.020
Sacrificial Wearing Surface, in          0.750
Stay in Place Deck Forms, klf            0.000
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.035    0.00       0.035  150.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052  150.00   Additional Overhang Load
   1    1    DC Line        0.075    0.00       0.075  150.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  150.00   Additional Haunch Load
   1    2    DC Line        0.085    0.00       0.085  150.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  150.00   Additional Haunch Load
   1    3    DC Line        0.085    0.00       0.085  150.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  150.00   Additional Haunch Load
   1    4    DC Line        0.085    0.00       0.085  150.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  150.00   Additional Haunch Load
   1    5    DC Line        0.075    0.00       0.075  150.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   55.000
   1    1        0.250   95.000
   1    2        0.500   55.000
   1    2        0.500   95.000
   1    3        0.500   55.000
   1    3        0.500   95.000
   1    4        0.500   55.000
   1    4        0.500   95.000
   1    5        0.250   55.000
   1    5        0.250   95.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740  150.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  150.00   Right Barrier Weight
   1    DW Area        0.020   40.00          -       -    Future Wearing Surface
 
TEMPERATURE LOADS
-----------------
 
LIVE LOADS
----------
Live load deflection: included.
ID: Design Lane (Type: Design Lane)
ID: Design Tandem (Type: Design Tandem)
ID: Design Truck (Type: Design Truck)
 
Pedestrian Load - NONE
 

ANALYSIS DATA:
--------------
ANALYSIS PARAMETERS DATA
------------------------
 
  Truck impact:       1.330 
  Lane  impact:       1.000 
  Strength II impact: 1.330 
  Fatigue impact:     1.150 
 
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
 
  Include sacrificial deck thick in ts:                     NO   
  Is Span Post-tensioned:                                   NO   
  Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO   
  ADTT (Average Daily Truck Traffic)    :                   5000 
  Percent of the specified force effect :                   1.00 
  Apply reduction of Moment for skew:                       NO   
 
NOTE: Beam specific dead and live load DFs are printed in beam level reports.
 
LOAD FACTORS: (Table 3.4.1-1 & 3.4.1-2)
---------------------------------------
 
               Live DC(max) DC(min) DW(max) DW(min) 
----------------------------------------------------
  Service I:   1.00    1.00    1.00    1.00    1.00 
  Service III: 0.80    1.00    1.00    1.00    1.00 
  Strength I:  1.75    1.25    0.90    1.50    0.65 
  Fatigue I:   1.75    -       -       -       -    
 
 
----------
 
  Ductility Factor:  1.00 
  Redundancy Factor: 1.00 
  Importance Factor: 1.00 
 
----------------------------------------------------------------------------------------------------


PROJECT PARAMETERS DATA:
------------------------
SPAN TO DEPTH RATIO (Table 2.5.2.6.3-1):
----------------------------------------
 
  Span Computed Allowable Status 
---------------------------------
     1   0.039*     0.045 NG     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              7.50 ksi 
  Elasticity          5249.7 ksi 
  Max comp              4.88 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.66 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      9.50 ksi    4.50 ksi 
  Elasticity 5675.61 ksi 4435.31 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    5.70 ksi 2.70 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.28 ksi 2.02 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.80 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.59 ksi -0.40 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    7.50        9.50      4.50   
  Span:1, Beam:2 0.6''-LL-270-72.6    7.50        9.50      4.50   
  Span:1, Beam:3 0.6''-LL-270-72.6    7.50        9.50      4.50   
  Span:1, Beam:4 0.6''-LL-270-72.6    7.50        9.50      4.50   
  Span:1, Beam:5 0.6''-LL-270-72.6    7.50        9.50      4.50   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 60 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 60.53 ft from member end )
 
END PATTERN (Ycg = 15.13 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  4 @ 10.000 in  2 @ 50.000 in  2 @ 52.000 in  2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in                
 
MID PATTERN (Ycg = 5.53 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in 2 @ 12.000 in                             
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  4 @ 10.000 in                                              
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    2.75   0.1250   0.3543 Yes       
       2 US#6[M19]  60.0  0.88    2.75   0.3540   0.5833 No        
       2 US#6[M19]  60.0  0.88    2.75   0.5833   0.8127 Yes       
       2 US#6[M19]  60.0  0.88    2.75   0.8123   1.0417 No        
       2 US#6[M19]  60.0  0.88    2.75   1.0417   1.2710 Yes       
       2 US#6[M19]  60.0  0.88    4.25   1.2707   1.6250 No        
       2 US#6[M19]  60.0  0.88    4.25   1.6250   1.9793 Yes       
       2 US#6[M19]  60.0  0.88    4.25   1.9790   2.3333 No        
       2 US#6[M19]  60.0  0.88    6.00   2.3333   6.3333 Yes       
       2 US#6[M19]  60.0  0.88    7.00   6.3333   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  14.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.4167  28.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  28.4167  47.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  47.1670 104.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 104.1631 122.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 122.9134 136.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 136.9134 144.4134 Yes       
       2 US#6[M19]  60.0  0.88    7.00 144.4134 144.9967 Yes       
       2 US#6[M19]  60.0  0.88    6.00 144.9967 148.9967 Yes       
       2 US#6[M19]  60.0  0.88    4.25 148.9967 149.3510 No        
       2 US#6[M19]  60.0  0.88    4.25 149.3507 149.7050 Yes       
       2 US#6[M19]  60.0  0.88    4.25 149.7050 150.0594 No        
       2 US#6[M19]  60.0  0.88    2.75 150.0590 150.2884 Yes       
       2 US#6[M19]  60.0  0.88    2.75 150.2884 150.5177 No        
       2 US#6[M19]  60.0  0.88    2.75 150.5174 150.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 150.7467 150.9760 No        
       2 US#6[M19]  60.0  0.88    2.75 150.9757 151.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 151.2050 151.3300 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 151.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 60 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 60.53 ft from member end )
 
END PATTERN (Ycg = 15.13 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  4 @ 10.000 in  2 @ 50.000 in  2 @ 52.000 in  2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in                
 
MID PATTERN (Ycg = 5.53 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in 2 @ 12.000 in                             
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  4 @ 10.000 in                                              
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    2.75   0.1250   0.3543 Yes       
       2 US#6[M19]  60.0  0.88    2.75   0.3540   0.5833 No        
       2 US#6[M19]  60.0  0.88    2.75   0.5833   0.8127 Yes       
       2 US#6[M19]  60.0  0.88    2.75   0.8123   1.0417 No        
       2 US#6[M19]  60.0  0.88    2.75   1.0417   1.2710 Yes       
       2 US#6[M19]  60.0  0.88    4.25   1.2707   1.6250 No        
       2 US#6[M19]  60.0  0.88    4.25   1.6250   1.9793 Yes       
       2 US#6[M19]  60.0  0.88    4.25   1.9790   2.3333 No        
       2 US#6[M19]  60.0  0.88    6.00   2.3333   6.3333 Yes       
       2 US#6[M19]  60.0  0.88    7.00   6.3333   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  14.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.4167  28.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  28.4167  47.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  47.1670 104.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 104.1631 122.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 122.9134 136.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 136.9134 144.4134 Yes       
       2 US#6[M19]  60.0  0.88    7.00 144.4134 144.9967 Yes       
       2 US#6[M19]  60.0  0.88    6.00 144.9967 148.9967 Yes       
       2 US#6[M19]  60.0  0.88    4.25 148.9967 149.3510 No        
       2 US#6[M19]  60.0  0.88    4.25 149.3507 149.7050 Yes       
       2 US#6[M19]  60.0  0.88    4.25 149.7050 150.0594 No        
       2 US#6[M19]  60.0  0.88    2.75 150.0590 150.2884 Yes       
       2 US#6[M19]  60.0  0.88    2.75 150.2884 150.5177 No        
       2 US#6[M19]  60.0  0.88    2.75 150.5174 150.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 150.7467 150.9760 No        
       2 US#6[M19]  60.0  0.88    2.75 150.9757 151.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 151.2050 151.3300 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 151.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 60 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 60.53 ft from member end )
 
END PATTERN (Ycg = 15.13 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  4 @ 10.000 in  2 @ 50.000 in  2 @ 52.000 in  2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in                
 
MID PATTERN (Ycg = 5.53 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in 2 @ 12.000 in                             
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  4 @ 10.000 in                                              
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    2.75   0.1250   0.3543 Yes       
       2 US#6[M19]  60.0  0.88    2.75   0.3540   0.5833 No        
       2 US#6[M19]  60.0  0.88    2.75   0.5833   0.8127 Yes       
       2 US#6[M19]  60.0  0.88    2.75   0.8123   1.0417 No        
       2 US#6[M19]  60.0  0.88    2.75   1.0417   1.2710 Yes       
       2 US#6[M19]  60.0  0.88    4.25   1.2707   1.6250 No        
       2 US#6[M19]  60.0  0.88    4.25   1.6250   1.9793 Yes       
       2 US#6[M19]  60.0  0.88    4.25   1.9790   2.3333 No        
       2 US#6[M19]  60.0  0.88    6.00   2.3333   6.3333 Yes       
       2 US#6[M19]  60.0  0.88    7.00   6.3333   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  14.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.4167  28.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  28.4167  47.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  47.1670 104.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 104.1631 122.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 122.9134 136.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 136.9134 144.4134 Yes       
       2 US#6[M19]  60.0  0.88    7.00 144.4134 144.9967 Yes       
       2 US#6[M19]  60.0  0.88    6.00 144.9967 148.9967 Yes       
       2 US#6[M19]  60.0  0.88    4.25 148.9967 149.3510 No        
       2 US#6[M19]  60.0  0.88    4.25 149.3507 149.7050 Yes       
       2 US#6[M19]  60.0  0.88    4.25 149.7050 150.0594 No        
       2 US#6[M19]  60.0  0.88    2.75 150.0590 150.2884 Yes       
       2 US#6[M19]  60.0  0.88    2.75 150.2884 150.5177 No        
       2 US#6[M19]  60.0  0.88    2.75 150.5174 150.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 150.7467 150.9760 No        
       2 US#6[M19]  60.0  0.88    2.75 150.9757 151.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 151.2050 151.3300 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 151.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 60 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 60.53 ft from member end )
 
END PATTERN (Ycg = 15.13 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  4 @ 10.000 in  2 @ 50.000 in  2 @ 52.000 in  2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in                
 
MID PATTERN (Ycg = 5.53 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in 2 @ 12.000 in                             
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  4 @ 10.000 in                                              
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    2.75   0.1250   0.3543 Yes       
       2 US#6[M19]  60.0  0.88    2.75   0.3540   0.5833 No        
       2 US#6[M19]  60.0  0.88    2.75   0.5833   0.8127 Yes       
       2 US#6[M19]  60.0  0.88    2.75   0.8123   1.0417 No        
       2 US#6[M19]  60.0  0.88    2.75   1.0417   1.2710 Yes       
       2 US#6[M19]  60.0  0.88    4.25   1.2707   1.6250 No        
       2 US#6[M19]  60.0  0.88    4.25   1.6250   1.9793 Yes       
       2 US#6[M19]  60.0  0.88    4.25   1.9790   2.3333 No        
       2 US#6[M19]  60.0  0.88    6.00   2.3333   6.3333 Yes       
       2 US#6[M19]  60.0  0.88    7.00   6.3333   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  14.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.4167  28.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  28.4167  47.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  47.1670 104.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 104.1631 122.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 122.9134 136.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 136.9134 144.4134 Yes       
       2 US#6[M19]  60.0  0.88    7.00 144.4134 144.9967 Yes       
       2 US#6[M19]  60.0  0.88    6.00 144.9967 148.9967 Yes       
       2 US#6[M19]  60.0  0.88    4.25 148.9967 149.3510 No        
       2 US#6[M19]  60.0  0.88    4.25 149.3507 149.7050 Yes       
       2 US#6[M19]  60.0  0.88    4.25 149.7050 150.0594 No        
       2 US#6[M19]  60.0  0.88    2.75 150.0590 150.2884 Yes       
       2 US#6[M19]  60.0  0.88    2.75 150.2884 150.5177 No        
       2 US#6[M19]  60.0  0.88    2.75 150.5174 150.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 150.7467 150.9760 No        
       2 US#6[M19]  60.0  0.88    2.75 150.9757 151.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 151.2050 151.3300 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 151.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 60 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 60.53 ft from member end )
 
END PATTERN (Ycg = 15.13 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  4 @ 10.000 in  2 @ 50.000 in  2 @ 52.000 in  2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in                
 
MID PATTERN (Ycg = 5.53 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in 2 @ 12.000 in                             
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  4 @ 10.000 in                                              
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    2.75   0.1250   0.3543 Yes       
       2 US#6[M19]  60.0  0.88    2.75   0.3540   0.5833 No        
       2 US#6[M19]  60.0  0.88    2.75   0.5833   0.8127 Yes       
       2 US#6[M19]  60.0  0.88    2.75   0.8123   1.0417 No        
       2 US#6[M19]  60.0  0.88    2.75   1.0417   1.2710 Yes       
       2 US#6[M19]  60.0  0.88    4.25   1.2707   1.6250 No        
       2 US#6[M19]  60.0  0.88    4.25   1.6250   1.9793 Yes       
       2 US#6[M19]  60.0  0.88    4.25   1.9790   2.3333 No        
       2 US#6[M19]  60.0  0.88    6.00   2.3333   6.3333 Yes       
       2 US#6[M19]  60.0  0.88    7.00   6.3333   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  14.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.4167  28.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  28.4167  47.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  47.1670 104.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 104.1631 122.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 122.9134 136.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 136.9134 144.4134 Yes       
       2 US#6[M19]  60.0  0.88    7.00 144.4134 144.9967 Yes       
       2 US#6[M19]  60.0  0.88    6.00 144.9967 148.9967 Yes       
       2 US#6[M19]  60.0  0.88    4.25 148.9967 149.3510 No        
       2 US#6[M19]  60.0  0.88    4.25 149.3507 149.7050 Yes       
       2 US#6[M19]  60.0  0.88    4.25 149.7050 150.0594 No        
       2 US#6[M19]  60.0  0.88    2.75 150.0590 150.2884 Yes       
       2 US#6[M19]  60.0  0.88    2.75 150.2884 150.5177 No        
       2 US#6[M19]  60.0  0.88    2.75 150.5174 150.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 150.7467 150.9760 No        
       2 US#6[M19]  60.0  0.88    2.75 150.9757 151.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 151.2050 151.3300 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 151.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  43.17 ft
Type      : I-Girder                            Curb-to-curb       =  40.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.04 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  96.240 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  150.00
     DC  Line       0.052      0.00       0.052  150.00
     DC  Line       0.075      0.00       0.075  150.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    55.00 
      0.25    95.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 151.330 ft
Release length = 151.330 ft
Design  length = 150.000 ft
 
Kern points:
------------
Upper    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.666   (Calculated)    
Live Moment (1  lane  loaded)  : 0.791   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.903   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.999   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 1
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1403.6 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           935124 in4#
Ht. of c.g.           =        28.75 in             45.12 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1635.7 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7815

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    14.47    29.60    44.73    59.87    75.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    819.8    863.1    863.1    865.1    865.1    865.1    865.1    865.1
  Yb      ,  in    28.55    27.86    27.86    27.68    27.52    27.36    27.20    27.20
  MI(Ixx) , in4   424956   432612   432762   436600   441047   446114   451801   451801
Composite: (At Final, using Ec =  5675.6 ksi )
  Area    , in2   1414.8   1454.2   1454.2   1455.9   1455.9   1455.9   1455.9   1455.9
  Yb      ,  in    44.88    44.07    44.07    43.95    43.87    43.78    43.69    43.69
  MI(Ixx) , in4   944948   979360   979667   988063   996199  1004916  1014214  1014214

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.50 ksi           4.50 ksi
  Elasticity         =    5675.61 ksi        4435.31 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.70 ksi           2.70 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.28 ksi           2.03 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.80 ksi           1.80 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.59 ksi          -0.40 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  60 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 60.53 ft from member end )
END PATTERN (Ycg = 15.13 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     4 @ 10.000 in     2 @ 50.000 in     2 @ 52.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 5.53 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in     2 @ 12.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     4 @ 10.000 in
SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
21      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.1 ksi
Total Strand Area     =   13.02 in2      Initial Pull          =     2552.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.402 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.253 ft
Holddown Force        =  33.657 kips     Beam Shrtng (PL/AE)   =      1.023 in
 
 
Span: 1, Beam: 1
 
ESTIMATED QUANTITIES
 
  Prestressing   Strands                Beam    Concrete   Stirrups  Longitudinal Bars 
   (linear ft) (LB/1000ft)   (LB)    Vol(C.Y.)   Wt(LB)      (LB)           (LB)       
---------------------------------------------------------------------------------------
      9082.969         740 6721.397     31.426 127275.117  1973.465     957.909        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.75       0.1250      0.3543    Yes
      2      US#6[M19]       60.00        0.88       2.75       0.3540      0.5833     No
      2      US#6[M19]       60.00        0.88       2.75       0.5833      0.8127    Yes
      2      US#6[M19]       60.00        0.88       2.75       0.8123      1.0417     No
      2      US#6[M19]       60.00        0.88       2.75       1.0417      1.2710    Yes
      2      US#6[M19]       60.00        0.88       4.25       1.2707      1.6250     No
      2      US#6[M19]       60.00        0.88       4.25       1.6250      1.9793    Yes
      2      US#6[M19]       60.00        0.88       4.25       1.9790      2.3333     No
      2      US#6[M19]       60.00        0.88       6.00       2.3333      6.3333    Yes
      2      US#6[M19]       60.00        0.88       7.00       6.3333      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     14.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.4167     28.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      28.4167     47.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      47.1670    104.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00     104.1631    122.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     122.9134    136.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     136.9134    144.4134    Yes
      2      US#6[M19]       60.00        0.88       7.00     144.4134    144.9967    Yes
      2      US#6[M19]       60.00        0.88       6.00     144.9967    148.9967    Yes
      2      US#6[M19]       60.00        0.88       4.25     148.9967    149.3510     No
      2      US#6[M19]       60.00        0.88       4.25     149.3507    149.7050    Yes
      2      US#6[M19]       60.00        0.88       4.25     149.7050    150.0594     No
      2      US#6[M19]       60.00        0.88       2.75     150.0590    150.2884    Yes
      2      US#6[M19]       60.00        0.88       2.75     150.2884    150.5177     No
      2      US#6[M19]       60.00        0.88       2.75     150.5174    150.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75     150.7467    150.9760     No
      2      US#6[M19]       60.00        0.88       2.75     150.9757    151.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     151.2050    151.3300     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 151.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 13.0200 in2       Ycg =  5.53 in
         P_init    =     2552.6 kips  Ecc = 23.22 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.93 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.671 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.82 ksi    0.00 ksi
    due to Composite Loads                                 -2.91 ksi    0.00 ksi
    due to Live Loads                                      -7.20 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.60 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.93 ksi  (10.17 %)            10.13 ksi ( 5.17 %)
Total Prestress Losses                                    30.06 ksi (15.33 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 166.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
Self wt.  : M       0.0   145.0   183.6   824.6  1498.7  1980.2  2269.1  2365.4
(Max)       V      63.1    61.1    60.6    50.9    38.2    25.5    12.7     0.0
DL-Prec.  : M       0.0    28.0    35.4   159.0   289.0   381.9   437.6   456.2
DC(Max)     V      12.2    11.8    11.7     9.8     7.4     4.9     2.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   137.0   173.4   779.1  1416.0  1871.0  2144.0  2234.9
Haunch (Max)V      59.6    57.7    57.2    48.1    36.1    24.1    12.0     0.0
Diaphragm : M       0.0     0.6     0.7     3.6     7.4    11.2    13.8    13.8
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    51.0    64.6   290.2   527.5   696.9   798.6   832.5
DC(Max)     V      22.2    21.5    21.3    17.9    13.4     9.0     4.5     0.0
DL-Comp   : M       0.0    27.6    34.9   156.9   285.1   376.7   431.7   450.0
DW(Max)     V      12.0    11.6    11.5     9.7     7.3     4.8     2.4     0.0
LL + I    : M+      0.0   249.6   315.9  1414.0  2555.5  3351.9  3827.7  3968.5
            V     137.7   134.7   133.8   118.9    99.6    80.4    53.5    34.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   137.7   134.7   133.9   119.0   101.3    84.5    68.7    53.9
            M      -0.0   246.2   311.2  1362.6  2372.8  2992.4  3255.9  3197.9
Total     : M+      0.0   638.7   808.5  3627.4  6579.2  8669.8  9922.4 10321.2
            V     307.0   298.7   296.4   255.6   202.2   148.8    87.6    34.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   307.0   298.7   296.5   255.7   203.9   153.0   102.8    53.9
            M      -0.0   635.3   803.9  3576.0  6396.5  8310.3  9350.6  9550.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    90.13  105.27  120.40  135.53  147.03  147.66  150.00
Self wt.  : M    2269.1  1980.2  1498.7   824.6   183.6   145.0     0.0
(Max)       V      12.7    25.5    38.2    50.9    60.6    61.1    63.1
DL-Prec.  : M     437.6   381.9   289.0   159.0    35.4    28.0     0.0
DC(Max)     V       2.5     4.9     7.4     9.8    11.7    11.8    12.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2144.0  1871.0  1416.0   779.1   173.4   137.0     0.0
Haunch (Max)V      12.0    24.1    36.1    48.1    57.2    57.7    59.6
Diaphragm : M      13.8    11.2     7.4     3.6     0.7     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     798.6   696.9   527.5   290.2    64.6    51.0     0.0
DC(Max)     V       4.5     9.0    13.4    17.9    21.3    21.5    22.2
DL-Comp   : M     431.7   376.7   285.1   156.9    34.9    27.6     0.0
DW(Max)     V       2.4     4.8     7.3     9.7    11.5    11.6    12.0
LL + I    : M+   3827.7  3351.9  2555.5  1414.0   315.9   249.6     0.0
            V      53.5    80.4    99.6   118.9   133.8   134.7   137.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    68.7    84.5   101.3   119.0   133.9   134.7   137.7
            M    3255.9  2992.4  2372.8  1362.6   311.2   246.2    -0.0
Total     : M+   9922.4  8669.8  6579.2  3627.4   808.5   638.7     0.0
            V      87.6   148.8   202.2   255.6   296.4   298.7   307.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   102.8   153.0   203.9   255.7   296.5   298.7   307.0
            M    9350.6  8310.3  6396.5  3576.0   803.9   635.3    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               63.1             63.1
Deck+Haunch            59.6             59.6
Diaphragm               0.3              0.3
DL-Prec.(DC)           12.2             12.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          111.0            111.0
DL-Comp.(DW)           60.0             60.0
Live                  115.5            115.5
        Truck          67.5             67.5
        Lane           48.0             48.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
Self wt.  : M       0.0   145.0   183.6   824.6  1498.7  1980.2  2269.1  2365.4
(Max)       V      63.1    61.1    60.6    50.9    38.2    25.5    12.7     0.0
DL-Prec.  : M       0.0    28.0    35.4   159.0   289.0   381.9   437.6   456.2
DC(Max)     V      12.2    11.8    11.7     9.8     7.4     4.9     2.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   137.0   173.4   779.1  1416.0  1871.0  2144.0  2234.9
Haunch (Max)V      59.6    57.7    57.2    48.1    36.1    24.1    12.0     0.0
Diaphragm : M       0.0     0.6     0.7     3.6     7.4    11.2    13.8    13.8
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    51.0    64.6   290.2   527.5   696.9   798.6   832.5
DC(Max)     V      22.2    21.5    21.3    17.9    13.4     9.0     4.5     0.0
DL-Comp   : M       0.0    27.6    34.9   156.9   285.1   376.7   431.7   450.0
DW(Max)     V      12.0    11.6    11.5     9.7     7.3     4.8     2.4     0.0
LL + I    : M+      0.0   199.6   252.7  1131.2  2044.4  2681.6  3062.1  3174.8
            V     110.2   107.7   107.1    95.1    79.7    64.3    42.8    27.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   110.2   107.7   107.1    95.2    81.0    67.6    55.0    43.1
            M      -0.0   196.9   249.0  1090.1  1898.2  2393.9  2604.7  2558.3
Total     : M+      0.0   588.8   745.3  3344.6  6068.1  7999.5  9156.8  9527.6
            V     279.4   271.8   269.7   231.8   182.3   132.8    76.9    27.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   279.4   271.8   269.7   231.9   183.6   136.1    89.1    43.1
            M      -0.0   586.1   741.6  3303.5  5921.9  7711.8  8699.4  8911.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    90.13  105.27  120.40  135.53  147.03  147.66  150.00
Self wt.  : M    2269.1  1980.2  1498.7   824.6   183.6   145.0     0.0
(Max)       V      12.7    25.5    38.2    50.9    60.6    61.1    63.1
DL-Prec.  : M     437.6   381.9   289.0   159.0    35.4    28.0     0.0
DC(Max)     V       2.5     4.9     7.4     9.8    11.7    11.8    12.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2144.0  1871.0  1416.0   779.1   173.4   137.0     0.0
Haunch (Max)V      12.0    24.1    36.1    48.1    57.2    57.7    59.6
Diaphragm : M      13.8    11.2     7.4     3.6     0.7     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     798.6   696.9   527.5   290.2    64.6    51.0     0.0
DC(Max)     V       4.5     9.0    13.4    17.9    21.3    21.5    22.2
DL-Comp   : M     431.7   376.7   285.1   156.9    34.9    27.6     0.0
DW(Max)     V       2.4     4.8     7.3     9.7    11.5    11.6    12.0
LL + I    : M+   3062.1  2681.6  2044.4  1131.2   252.7   199.6     0.0
            V      42.8    64.3    79.7    95.1   107.1   107.7   110.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    55.0    67.6    81.0    95.2   107.1   107.7   110.2
            M    2604.7  2393.9  1898.2  1090.1   249.0   196.9    -0.0
Total     : M+   9156.8  7999.5  6068.1  3344.6   745.3   588.8     0.0
            V      76.9   132.8   182.3   231.8   269.7   271.8   279.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    89.1   136.1   183.6   231.9   269.7   271.8   279.4
            M    8699.4  7711.8  5921.9  3303.5   741.6   586.1    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
Self wt.  : M       0.0   181.2   229.4  1030.7  1873.4  2475.3  2836.4  2956.8
(Max)       V      78.8    76.4    75.7    63.6    47.7    31.8    15.9     0.0
Self wt.  : M       0.0   130.5   165.2   742.1  1348.8  1782.2  2042.2  2128.9
(Min)       V      56.8    55.0    54.5    45.8    34.4    22.9    11.5     0.0
DL-Prec.  : M       0.0    35.0    44.2   198.8   361.3   477.3   547.0   570.2
DC(Max)     V      15.2    14.7    14.6    12.3     9.2     6.1     3.1     0.0
DL-Prec.  : M       0.0    25.2    31.9   143.1   260.1   343.7   393.8   410.5
DC(Min)     V      10.9    10.6    10.5     8.8     6.6     4.4     2.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   171.2   216.8   973.9  1770.0  2338.7  2679.9  2793.7
Haunch (Max)V      74.5    72.2    71.5    60.1    45.1    30.1    15.0     0.0
Deck +    : M       0.0   123.3   156.1   701.2  1274.4  1683.9  1929.6  2011.4
Haunch (Min)V      53.6    52.0    51.5    43.3    32.5    21.6    10.8     0.0
Diaphragm : M       0.0     0.7     0.9     4.5     9.3    14.0    17.2    17.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
Diaphragm : M       0.0     0.5     0.7     3.3     6.7    10.1    12.4    12.4
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    63.8    80.8   362.8   659.3   871.2   998.3  1040.6
DC(Max)     V      27.8    26.9    26.7    22.4    16.8    11.2     5.6     0.0
DL-Comp   : M       0.0    45.9    58.1   261.2   474.7   627.2   718.7   749.3
DC(Min)     V      20.0    19.4    19.2    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    41.4    52.4   235.3   427.7   565.1   647.5   675.0
DW(Max)     V      18.0    17.4    17.3    14.5    10.9     7.3     3.6     0.0
DL-Comp   : M       0.0    17.9    22.7   102.0   185.3   244.9   280.6   292.5
DW(Min)     V       7.8     7.6     7.5     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   436.7   552.8  2474.5  4472.2  5865.9  6698.4  6944.8
            V     241.0   235.6   234.2   208.0   174.3   140.7    93.6    59.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   241.0   235.7   234.3   208.3   177.3   147.9   120.3    94.3
            M      -0.0   430.8   544.7  2384.6  4152.3  5236.7  5697.9  5596.3
Total     : M+      0.0   930.1  1177.3  5280.5  9573.1 12607.5 14424.7 14998.3
            V     455.6   443.6   440.3   381.3   304.4   227.5   136.8    59.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   455.6   443.6   440.4   381.5   307.3   234.7   163.5    94.3
            M      -0.0   924.1  1169.2  5190.6  9253.3 11978.2 13424.2 13649.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    90.13  105.27  120.40  135.53  147.03  147.66  150.00
Self wt.  : M    2836.4  2475.3  1873.4  1030.7   229.4   181.2     0.0
(Max)       V      15.9    31.8    47.7    63.6    75.7    76.4    78.8
Self wt.  : M    2042.2  1782.2  1348.8   742.1   165.2   130.5     0.0
(Min)       V      11.5    22.9    34.4    45.8    54.5    55.0    56.8
DL-Prec.  : M     547.0   477.3   361.3   198.8    44.2    35.0     0.0
DC(Max)     V       3.1     6.1     9.2    12.3    14.6    14.7    15.2
DL-Prec.  : M     393.8   343.7   260.1   143.1    31.9    25.2     0.0
DC(Min)     V       2.2     4.4     6.6     8.8    10.5    10.6    10.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2679.9  2338.7  1770.0   973.9   216.8   171.2     0.0
Haunch (Max)V      15.0    30.1    45.1    60.1    71.5    72.2    74.5
Deck +    : M    1929.6  1683.9  1274.4   701.2   156.1   123.3     0.0
Haunch (Min)V      10.8    21.6    32.5    43.3    51.5    52.0    53.6
Diaphragm : M      17.2    14.0     9.3     4.5     0.9     0.7     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      12.4    10.1     6.7     3.3     0.7     0.5     0.0
(Min)       V       0.0     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     998.3   871.2   659.3   362.8    80.8    63.8     0.0
DC(Max)     V       5.6    11.2    16.8    22.4    26.7    26.9    27.8
DL-Comp   : M     718.7   627.2   474.7   261.2    58.1    45.9     0.0
DC(Min)     V       4.0     8.1    12.1    16.1    19.2    19.4    20.0
DL-Comp   : M     647.5   565.1   427.7   235.3    52.4    41.4     0.0
DW(Max)     V       3.6     7.3    10.9    14.5    17.3    17.4    18.0
DL-Comp   : M     280.6   244.9   185.3   102.0    22.7    17.9     0.0
DW(Min)     V       1.6     3.1     4.7     6.3     7.5     7.6     7.8
LL + I    : M+   6698.4  5865.9  4472.2  2474.5   552.8   436.7     0.0
            V      93.6   140.7   174.3   208.0   234.2   235.6   241.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   120.3   147.9   177.3   208.3   234.3   235.7   241.0
            M    5697.9  5236.7  4152.3  2384.6   544.7   430.8    -0.0
Total     : M+  14424.7 12607.5  9573.1  5280.5  1177.3   930.1     0.0
            V     136.8   227.5   304.4   381.3   440.3   443.6   455.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   163.5   234.7   307.3   381.5   440.4   443.6   455.6
            M   13424.2 11978.2  9253.3  5190.6  1169.2   924.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               78.8             78.8
Deck+Haunch            74.5             74.5
Diaphragm               0.3              0.3
DL-Prec.(DC)           15.2             15.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          138.8            138.8
DL-Comp.(DW)           90.0             90.0
Live                  202.2            202.2
        Truck         118.2            118.2
        Lane           84.0             84.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
Self wt.  : M       0.0   145.0   183.6   824.6  1498.7  1980.2  2269.1  2365.4
(Max)       V      63.1    61.1    60.6    50.9    38.2    25.5    12.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    28.0    35.4   159.0   289.0   381.9   437.6   456.2
DC(Max)     V      12.2    11.8    11.7     9.8     7.4     4.9     2.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   137.0   173.4   779.1  1416.0  1871.0  2144.0  2234.9
Haunch (Max)V      59.6    57.7    57.2    48.1    36.1    24.1    12.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.7     3.6     7.4    11.2    13.8    13.8
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    51.0    64.6   290.2   527.5   696.9   798.6   832.5
DC(Max)     V      22.2    21.5    21.3    17.9    13.4     9.0     4.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    27.6    34.9   156.9   285.1   376.7   431.7   450.0
DW(Max)     V      12.0    11.6    11.5     9.7     7.3     4.8     2.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   229.7   290.7  1290.6  2301.3  3010.6  3400.6  3443.8
            V     127.2   124.9   124.2   112.7    98.2    73.9    59.4    44.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   127.2   124.9   124.2   112.7    98.2    83.8    69.3    54.8
            M       0.0   229.7   290.7  1290.6  2301.3  2965.3  3282.4  3252.8
Total     : M+      0.0   618.9   783.3  3504.0  6325.0  8328.5  9495.3  9796.5
            V     296.5   288.9   286.8   249.4   200.8   142.4    93.5    44.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   296.5   288.9   286.8   249.4   200.8   152.2   103.4    54.8
            M       0.0   618.9   783.3  3504.0  6325.0  8283.2  9377.1  9605.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    90.13  105.27  120.40  135.53  147.03  147.66  150.00
Self wt.  : M    2269.1  1980.2  1498.7   824.6   183.6   145.0     0.0
(Max)       V      12.7    25.5    38.2    50.9    60.6    61.1    63.1
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     437.6   381.9   289.0   159.0    35.4    28.0     0.0
DC(Max)     V       2.5     4.9     7.4     9.8    11.7    11.8    12.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2144.0  1871.0  1416.0   779.1   173.4   137.0     0.0
Haunch (Max)V      12.0    24.1    36.1    48.1    57.2    57.7    59.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      13.8    11.2     7.4     3.6     0.7     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     798.6   696.9   527.5   290.2    64.6    51.0     0.0
DC(Max)     V       4.5     9.0    13.4    17.9    21.3    21.5    22.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     431.7   376.7   285.1   156.9    34.9    27.6     0.0
DW(Max)     V       2.4     4.8     7.3     9.7    11.5    11.6    12.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   3400.6  3010.6  2301.3  1290.6   290.7   229.7     0.0
            V      59.4    73.9    98.2   112.7   124.2   124.9   127.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.3    83.8    98.2   112.7   124.2   124.9   127.2
            M    3282.4  2965.3  2301.3  1290.6   290.7   229.7     0.0
Total     : M+   9495.3  8328.5  6325.0  3504.0   783.3   618.9     0.0
            V      93.5   142.4   200.8   249.4   286.8   288.9   296.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   103.4   152.2   200.8   249.4   286.8   288.9   296.5
            M    9377.1  8283.2  6325.0  3504.0   783.3   618.9     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   15.13   30.27   45.40   60.53   75.67
 
Beam-Self
Precast-top    0.182   0.841   1.487   1.939   2.198   2.289 
Bottom        -0.145  -0.659  -1.154  -1.488  -1.670  -1.739 
 
Prestress
Precast-top    0.286  -0.136  -0.579  -1.011  -1.432  -1.432 
Bottom         4.898   5.371   5.689   5.993   6.281   6.281 
 
Total
Precast-top    0.468   0.705   0.908   0.927   0.766   0.857 
Bottom         4.754   4.711   4.535   4.504   4.611   4.542 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.31 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
 
Prestress
Precast-top    0.072   0.245   0.228  -0.117  -0.496  -0.867  -1.227  -1.227
Bottom         0.985   4.197   4.210   4.602   4.875   5.135   5.382   5.382
 
Self wt.
Precast-top   -0.000   0.141   0.179   0.800   1.447   1.898   2.157   2.249
Bottom        -0.000  -0.112  -0.142  -0.627  -1.122  -1.457  -1.639  -1.709
 
DL-Prec (DC)
Precast-top   -0.000   0.027   0.034   0.154   0.279   0.366   0.416   0.434
Bottom        -0.000  -0.022  -0.027  -0.121  -0.216  -0.281  -0.316  -0.330
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.004   0.007   0.011   0.013   0.013
Bottom        -0.000  -0.000  -0.001  -0.003  -0.006  -0.008  -0.010  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.134   0.169   0.756   1.367   1.794   2.038   2.125
Bottom        -0.000  -0.106  -0.134  -0.593  -1.060  -1.377  -1.549  -1.615
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.017   0.075   0.136   0.179   0.203   0.212
Precast-top   -0.000   0.012   0.015   0.067   0.122   0.160   0.182   0.190
Bottom        -0.000  -0.028  -0.035  -0.155  -0.279  -0.364  -0.413  -0.430
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.009   0.041   0.073   0.097   0.110   0.115
Precast-top   -0.000   0.006   0.008   0.036   0.066   0.086   0.099   0.103
Bottom        -0.000  -0.015  -0.019  -0.084  -0.151  -0.197  -0.223  -0.233
 
LL+I(+)
Topping-top   -0.000   0.065   0.082   0.366   0.659   0.859   0.975   1.011
Precast-top   -0.000   0.058   0.073   0.327   0.589   0.769   0.874   0.907
Bottom        -0.000  -0.135  -0.170  -0.755  -1.350  -1.752  -1.979  -2.052
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.085   0.108   0.482   0.868   1.134   1.289   1.338 
Precast-top    0.072   0.624   0.708   2.028   3.380   4.218   4.553   4.793 
Bottom         0.985   3.780   3.682   2.265   0.691  -0.302  -0.747  -0.996 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.026   0.116   0.209   0.275   0.313   0.327 
Precast-top    0.072   0.566   0.635   1.701   2.791   3.448   3.679   3.887 
Bottom         0.985   3.915   3.852   3.019   2.041   1.450   1.232   1.056 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   15.13   30.27   45.40   60.53   75.67
 
Beam-Self
Precast-top    0.182   0.841   1.487   1.939   2.198   2.289 
Bottom        -0.145  -0.659  -1.154  -1.488  -1.670  -1.739 
 
Prestress
Precast-top    0.286  -0.136  -0.579  -1.011  -1.432  -1.432 
Bottom         4.898   5.371   5.689   5.993   6.281   6.281 
 
Total
Precast-top    0.468   0.705   0.908   0.927   0.766   0.857 
Bottom         4.754   4.711   4.535   4.504   4.611   4.542 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.31 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
 
Prestress
Precast-top    0.072   0.245   0.228  -0.117  -0.496  -0.867  -1.227  -1.227
Bottom         0.985   4.197   4.210   4.602   4.875   5.135   5.382   5.382
 
Self wt.
Precast-top   -0.000   0.141   0.179   0.800   1.447   1.898   2.157   2.249
Bottom        -0.000  -0.112  -0.142  -0.627  -1.122  -1.457  -1.639  -1.709
 
DL-Prec (DC)
Precast-top   -0.000   0.027   0.034   0.154   0.279   0.366   0.416   0.434
Bottom        -0.000  -0.022  -0.027  -0.121  -0.216  -0.281  -0.316  -0.330
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.004   0.007   0.011   0.013   0.013
Bottom        -0.000  -0.000  -0.001  -0.003  -0.006  -0.008  -0.010  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.134   0.169   0.756   1.367   1.794   2.038   2.125
Bottom        -0.000  -0.106  -0.134  -0.593  -1.060  -1.377  -1.549  -1.615
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.017   0.075   0.136   0.179   0.203   0.212
Precast-top   -0.000   0.012   0.015   0.067   0.122   0.160   0.182   0.190
Bottom        -0.000  -0.028  -0.035  -0.155  -0.279  -0.364  -0.413  -0.430
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.009   0.041   0.073   0.097   0.110   0.115
Precast-top   -0.000   0.006   0.008   0.036   0.066   0.086   0.099   0.103
Bottom        -0.000  -0.015  -0.019  -0.084  -0.151  -0.197  -0.223  -0.233
 
LL+I(+)
Topping-top   -0.000   0.052   0.066   0.293   0.527   0.687   0.780   0.809
Precast-top   -0.000   0.046   0.059   0.262   0.471   0.615   0.699   0.725
Bottom        -0.000  -0.108  -0.136  -0.604  -1.080  -1.402  -1.583  -1.641
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.072   0.092   0.409   0.736   0.963   1.094   1.136 
Precast-top    0.072   0.612   0.693   1.963   3.262   4.064   4.379   4.612 
Bottom         0.985   3.807   3.716   2.416   0.961   0.048  -0.351  -0.585 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
F_LL+I(+)
Topping-top   -0.000   0.060   0.076   0.334   0.593   0.772   0.866   0.877
Precast-top   -0.000   0.053   0.067   0.299   0.530   0.691   0.777   0.787
Bottom        -0.000  -0.124  -0.157  -0.689  -1.216  -1.574  -1.758  -1.780
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.070   0.089   0.392   0.698   0.909   1.023   1.041 
Precast-top    0.036   0.336   0.385   1.149   1.926   2.415   2.616   2.730 
Bottom         0.493   1.833   1.769   0.821  -0.196  -0.849  -1.142  -1.252 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 1,  STRENGTH I
Using General Beta Theta Equation procedure - Art.5.7.3.4
Location (ft)
     Vu      bv    de     Aps      Vp    eps_x  Theta  Vs-reqd    Av/s    Av-prvd   Al_reqd
   (kips)   (in)  (in)   (in2)   (kips)                 (kips)  (in2/ft)  (in2/ft)   (in2)

    Mcor     a     dv      fpo   vu/fc   Vc-com  Beta  Max.spc.  min.Av/s  pVn/Vu       
    (kft)   (in)  (in)    (ksi)          (kips)          (in)    (in2/ft)             
*******************************************************************************************
Bearing :   0.67
    455.6    6.5   66.0    1.462   6.4   6.00e-3 50.0    463.7     1.691    3.840      0.00
      0.0    1.3   65.4     41.9 0.124      36.1 0.87    24.00     0.127    2.006 
Transfer:   3.00
    443.6    6.5   66.0    6.593  28.8  -0.10e-3 28.7    256.8     0.445    1.760      0.00
    924.1    5.9   63.1    189.0 0.119     207.3 5.19    24.00     0.127    2.034 
Critical:   5.87
    428.7    6.5   66.0    7.768  28.8  -0.16e-3 28.4    231.8     0.402    1.760      0.00
   1966.5    7.1   62.5    189.0 0.116     215.7 5.45    24.00     0.127    2.086 
0.1L    :  15.13
    381.5    6.5   66.1   10.416  28.8  -0.14e-3 28.5    189.8     0.340    0.620      0.00
   5190.6   11.0   60.6    189.0 0.106     205.3 5.35    24.00     0.127    1.368 
0.2L    :  30.27
    307.3    6.5   61.8   12.586  28.8  -0.03e-3 28.9    137.9     0.271    0.496      0.00
   9253.3   11.2   56.2    189.0 0.090     174.7 4.91    24.00     0.127    1.336 
0.3L    :  45.40
    234.7    6.5   63.3   13.020  28.8   0.64e-3 31.2    113.2     0.238    0.496      0.00
  11978.2   11.2   57.7    189.0 0.065     118.8 3.25    24.00     0.127    1.471 
0.4L    :  60.53
    163.5    6.5   65.7   13.020   0.0   1.03e-3 32.6     78.9     0.168    0.413      0.00
  13424.2   11.3   60.1    189.0 0.049     102.8 2.70    24.00     0.127    1.634 
0.5L    :  75.67
     94.3    6.5   65.7   13.020   0.0   0.97e-3 32.4      0.0     0.127    0.413      0.00
  13649.8   11.3   60.1    189.0 0.028     105.7 2.78    24.00     0.127    2.877 
0.6L    :  90.80
    163.5    6.5   65.7   13.020   0.0   1.03e-3 32.6     78.9     0.168    0.413      0.00
  13424.2   11.3   60.1    189.0 0.049     102.8 2.70    24.00     0.127    1.634 
0.7L    : 105.93
    234.7    6.5   63.3   13.020  28.8   0.64e-3 31.2    113.2     0.238    0.496      0.00
  11978.2   11.2   57.7    189.0 0.065     118.8 3.25    24.00     0.127    1.471 
0.8L    : 121.06
    307.3    6.5   61.8   12.586  28.8  -0.03e-3 28.9    137.9     0.271    0.496      0.00
   9253.3   11.2   56.2    189.0 0.090     174.7 4.91    24.00     0.127    1.336 
0.9L    : 136.20
    381.5    6.5   66.1   10.416  28.8  -0.14e-3 28.5    189.8     0.340    0.620      0.00
   5190.6   11.0   60.6    189.0 0.106     205.3 5.35    24.00     0.127    1.368 
Critical: 145.46
    428.7    6.5   66.0    7.768  28.8  -0.16e-3 28.4    231.8     0.402    1.760      0.00
   1966.5    7.1   62.5    189.0 0.116     215.7 5.45    24.00     0.127    2.086 
Transfer: 148.33
    443.6    6.5   66.0    6.593  28.8  -0.10e-3 28.7    256.8     0.445    1.760      0.00
    924.1    5.9   63.1    189.0 0.119     207.3 5.19    24.00     0.127    2.034 
Bearing : 150.67
    455.6    6.5   66.0    1.462   6.4   6.00e-3 50.0    463.7     1.691    3.840      0.00
      0.0    1.3   65.4     41.9 0.124      36.1 0.87    24.00     0.127    2.006 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 2467.11
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    4.93
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 1
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    455.6      7.74     66.03    1.34       65.36    24.00      0.300      1.832      0.000      3.840 
Transfer:      2.33
    443.6      7.81     66.03    5.88       63.09    24.00      0.300      1.854      0.000      1.760 
Critical:      5.21
    428.9      7.63     66.03    7.07       62.50    24.00      0.300      1.792      0.000      1.760 
0.1L    :     14.47
    381.5      7.00     66.08   10.99       60.59    24.00      0.300      1.583      0.000      0.620 
0.2L    :     29.60
    307.3      6.07     61.80   11.17       56.22    24.00      0.300      1.275      0.000      0.496 
0.3L    :     44.73
    234.7      4.52     63.32   11.22       57.70    24.00      0.300      0.757      0.000      0.496 
0.4L    :     59.87
    163.5      3.02     65.72   11.28       60.08    24.00      0.300      0.258      0.000      0.413 
0.5L    :     75.00
     94.3      1.74     65.72   11.28       60.08    24.00      0.300      0.000      0.000      0.413 
0.6L    :     90.13
    163.5      3.02     65.72   11.28       60.08    24.00      0.300      0.258      0.000      0.413 
0.7L    :    105.27
    234.7      4.52     63.32   11.22       57.70    24.00      0.300      0.757      0.000      0.496 
0.8L    :    120.40
    307.3      6.07     61.80   11.17       56.22    24.00      0.300      1.275      0.000      0.496 
0.9L    :    135.53
    381.5      7.00     66.08   10.99       60.59    24.00      0.300      1.583      0.000      0.620 
Critical:    144.79
    428.9      7.63     66.03    7.07       62.50    24.00      0.300      1.792      0.000      1.760 
Transfer:    147.66
    443.6      7.81     66.03    5.88       63.09    24.00      0.300      1.854      0.000      1.760 
Bearing :    150.00
    455.6      7.74     66.03    1.34       65.36    24.00      0.300      1.832      0.000      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 14.47 ft
Prestress      :       3.105  1.80      5.589  2.20      6.831
Self Wt.       :      -1.359  1.85     -2.515  2.40     -3.262
Deck + Haunch  :                       -1.107  2.30     -2.547
DL-Prec. (DC)  :                       -0.226  3.00     -0.678
Diaphragm      :                       -0.007  3.00     -0.020
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.182  3.00     -0.547
DL-Comp. (DW)  :                       -0.099  3.00     -0.296
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 29.60 ft
Prestress      :       5.567  1.80     10.020  2.20     12.247
Self Wt.       :      -2.546  1.85     -4.710  2.40     -6.110
Deck + Haunch  :                       -2.123  2.30     -4.883
DL-Prec. (DC)  :                       -0.433  3.00     -1.300
Diaphragm      :                       -0.013  3.00     -0.038
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.350  3.00     -1.050
DL-Comp. (DW)  :                       -0.189  3.00     -0.568
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 44.73 ft
Prestress      :       7.317  1.80     13.171  2.20     16.098
Self Wt.       :      -3.446  1.85     -6.375  2.40     -8.270
Deck + Haunch  :                       -2.895  2.30     -6.659
DL-Prec. (DC)  :                       -0.591  3.00     -1.773
Diaphragm      :                       -0.017  3.00     -0.052
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.479  3.00     -1.436
DL-Comp. (DW)  :                       -0.259  3.00     -0.776
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 59.87 ft
Prestress      :       8.305  1.80     14.949  2.20     18.271
Self Wt.       :      -3.985  1.85     -7.372  2.40     -9.563
Deck + Haunch  :                       -3.359  2.30     -7.725
DL-Prec. (DC)  :                       -0.685  3.00     -2.056
Diaphragm      :                       -0.020  3.00     -0.061
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.557  3.00     -1.672
DL-Comp. (DW)  :                       -0.301  3.00     -0.904
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 75.00 ft
Prestress      :       8.690  1.80     15.641  2.20     19.117
Self Wt.       :      -4.184  1.85     -7.741  2.40    -10.042
Deck + Haunch  :                       -3.530  2.30     -8.119
DL-Prec. (DC)  :                       -0.720  3.00     -2.161
Diaphragm      :                       -0.021  3.00     -0.064
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.586  3.00     -1.757
DL-Comp. (DW)  :                       -0.317  3.00     -0.950
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 90.13 ft
Prestress      :       8.305  1.80     14.949  2.20     18.271
Self Wt.       :      -3.985  1.85     -7.372  2.40     -9.563
Deck + Haunch  :                       -3.359  2.30     -7.725
DL-Prec. (DC)  :                       -0.685  3.00     -2.056
Diaphragm      :                       -0.020  3.00     -0.061
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.557  3.00     -1.672
DL-Comp. (DW)  :                       -0.301  3.00     -0.904
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 105.27 ft
Prestress      :       7.317  1.80     13.171  2.20     16.098
Self Wt.       :      -3.446  1.85     -6.375  2.40     -8.270
Deck + Haunch  :                       -2.895  2.30     -6.659
DL-Prec. (DC)  :                       -0.591  3.00     -1.773
Diaphragm      :                       -0.017  3.00     -0.052
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.479  3.00     -1.436
DL-Comp. (DW)  :                       -0.259  3.00     -0.776
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 120.40 ft
Prestress      :       5.567  1.80     10.020  2.20     12.247
Self Wt.       :      -2.546  1.85     -4.710  2.40     -6.110
Deck + Haunch  :                       -2.123  2.30     -4.883
DL-Prec. (DC)  :                       -0.433  3.00     -1.300
Diaphragm      :                       -0.013  3.00     -0.038
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.350  3.00     -1.050
DL-Comp. (DW)  :                       -0.189  3.00     -0.568
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 135.53 ft
Prestress      :       3.105  1.80      5.589  2.20      6.831
Self Wt.       :      -1.359  1.85     -2.515  2.40     -3.262
Deck + Haunch  :                       -1.107  2.30     -2.547
DL-Prec. (DC)  :                       -0.226  3.00     -0.678
Diaphragm      :                       -0.007  3.00     -0.020
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.182  3.00     -0.547
DL-Comp. (DW)  :                       -0.099  3.00     -0.296
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 1,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.33
   930.1    56.2  8.312  260.5    7.1   5.88   9612.9  0.026T 1.00       -       -     -     -  
H/2     :   2.97
  1177.3    56.3  8.634  260.1    7.4   6.10   9971.6  0.025T 1.00       -       -     -     -  
0.1L    :  14.47
  5280.5    58.4 12.954  252.8   13.3  10.99  14682.3  0.013T 1.00  10949.4  7023.1    1.34    -  
0.2L    :  29.60
  9573.1    60.9 13.020  253.3   13.5  11.17  15468.2  0.012T 1.00  11048.8 11048.8    1.40    -  
0.3L    :  44.73
 12607.5    63.3 13.020  253.8   13.5  11.22  16158.9  0.012T 1.00  11338.1 11338.1    1.43    -  
0.4L    :  59.87
 14424.7    65.7 13.020  254.3   13.6  11.28  16850.4  0.012T 1.00  11808.0 11808.0    1.43    -  
0.5L    :  75.00
 14998.3    65.7 13.020  254.3   13.6  11.28  16850.4  0.012T 1.00  11726.1 11726.1    1.44    -  
0.6L    :  90.13
 14424.7    65.7 13.020  254.3   13.6  11.28  16850.4  0.012T 1.00  11808.0 11808.0    1.43    -  
0.7L    : 105.27
 12607.5    63.3 13.020  253.8   13.5  11.22  16158.9  0.012T 1.00  11338.1 11338.1    1.43    -  
0.8L    : 120.40
  9573.1    60.9 13.020  253.3   13.5  11.17  15468.2  0.012T 1.00  11048.8 11048.8    1.40    -  
0.9L    : 135.53
  5280.5    58.4 12.954  252.8   13.3  10.99  14682.3  0.013T 1.00  10949.4  7023.1    1.34    -  
H/2     : 147.03
  1177.3    56.3  8.634  260.1    7.4   6.10   9971.6  0.025T 1.00       -       -     -     -  
Transfer: 147.66
   930.1    56.2  8.312  260.5    7.1   5.88   9612.9  0.026T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 1; Groups 1-30; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.102    0.445
        M   2.00 Fb     0.095   -0.175
 
  2   2 E  60.00 Ft     0.407    0.717
        M  12.00 Fb     0.031   -0.213
 
  3   2 E  58.00 Ft     0.697    0.975
        M  10.00 Fb    -0.023   -0.240
 
  4   2 E  56.00 Ft     0.974    1.219
        M   8.00 Fb    -0.065   -0.256
 
  5   2 E  54.00 Ft     1.236    1.449
        M   6.00 Fb    -0.097   -0.261
 
  6   2 E  52.00 Ft     1.485    1.665
        M   4.00 Fb    -0.117   -0.256
 
  7   2 E  50.00 Ft     1.720    1.868
        M   2.00 Fb    -0.127   -0.240
 
  8   2 E  10.00 Ft     1.695    1.844
        M  10.00 Fb     0.069   -0.045
 
  9   2 E  10.00 Ft     1.670    1.820
        M  10.00 Fb     0.266    0.150
 
 10   2 E   8.00 Ft     1.632    1.782
        M   8.00 Fb     0.473    0.355
 
 11   2 E   8.00 Ft     1.593    1.744
        M   8.00 Fb     0.681    0.561
 
 12   2 E   8.00 Ft     1.554    1.706
        M   8.00 Fb     0.888    0.766
 
 13   2 E   8.00 Ft     1.516    1.668
        M   8.00 Fb     1.095    0.972
 
 14   2 E   6.00 Ft     1.463    1.617
        M   6.00 Fb     1.314    1.188
 
 15   2 E   6.00 Ft     1.411    1.565
        M   6.00 Fb     1.532    1.404
 
 16   2 E   6.00 Ft     1.358    1.514
        M   6.00 Fb     1.750    1.621
 
 17   2 E   6.00 Ft     1.306    1.462
        M   6.00 Fb     1.969    1.837
 
 18   2 E   6.00 Ft     1.253    1.410
        M   6.00 Fb     2.187    2.053
 
 19   2 E   6.00 Ft     1.201    1.359
        M   6.00 Fb     2.406    2.270
 
 20   2 E   4.00 Ft     1.134    1.293
        M   4.00 Fb     2.635    2.497
 
 21   2 E   4.00 Ft     1.134    1.228
        M   4.00 Fb     2.635    2.725
 
 22   2 E   4.00 Ft     1.068    1.162
        M   4.00 Fb     2.864    2.953
 
 23   2 E   4.00 Ft     1.002    1.097
        M   4.00 Fb     3.094    3.180
 
 24   2 E   4.00 Ft     0.935    1.031
        M   4.00 Fb     3.323    3.407
 
 25   2 E   4.00 Ft     0.869    0.966
        M   4.00 Fb     3.552    3.634
 
 26   2 E   2.00 Ft     0.789    0.887
        M   2.00 Fb     3.792    3.872
 
 27   2 E   2.00 Ft     0.709    0.808
        M   2.00 Fb     4.033    4.110
 
 28   2 E   2.00 Ft     0.629    0.728
        M   2.00 Fb     4.273    4.348
 
 29   2 E   2.00 Ft     0.548    0.649
        M   2.00 Fb     4.513    4.587
 
 30   2 E   2.00 Ft     0.468    0.570
        M   2.00 Fb     4.754    4.825
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 151.33            Release Length, ft: 151.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  60
No. of strands, Draped:  12           No. of strands, Straight:  48
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.5 ksi  f'ct   4.5 ksi
Initial losses: 10.17 %               Final losses: 15.33 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.754     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.468       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 16850.40    14998.29     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      16.67 %               OK
      Max. Debond Total                    25.00 %       3.33 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.700   1.338     Midspan    2.025   0.327     Midspan
    Pre.Top:   5.700   4.793     Midspan    4.275   3.887     Midspan
    Pre.Bot:   5.700   3.780    Transfer    4.275   3.915    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.403  -0.000     Bearing
    Pre.Top:  -0.586   0.072     Bearing
    Pre.Bot:  -0.586  -0.585     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.800   2.730     Midspan
    Pre.Bot:                                                             3.800   1.833    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  75.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       8.690  1.80     15.641  2.20     19.117
Self Wt.       :      -4.184  1.85     -7.741  2.40    -10.042
Deck + Haunch  :                       -3.530  2.30     -8.119
DL-Prec. (DC)  :                       -0.720  3.00     -2.161
Diaphragm      :                       -0.021  3.00     -0.064
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.586  3.00     -1.757
DL-Comp. (DW)  :                       -0.317  3.00     -0.950
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  43.17 ft
Type      : I-Girder                            Curb-to-curb       =  40.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.04/  9.04 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 108.480 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  150.00
     DC  Line       0.085      0.00       0.085  150.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    55.00 
      0.50    95.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 151.330 ft
Release length = 151.330 ft
Design  length = 150.000 ft
 
Kern points:
------------
Upper    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.681   (Calculated)    
Live Moment (1  lane  loaded)  : 0.455   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.136   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.913   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 2
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1477.7 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           970379 in4#
Ht. of c.g.           =        28.75 in             46.23 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1734.5 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7815

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    14.47    29.60    44.73    59.87    75.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    819.8    863.1    863.1    865.1    865.1    865.1    865.1    865.1
  Yb      ,  in    28.55    27.86    27.86    27.68    27.52    27.36    27.20    27.20
  MI(Ixx) , in4   424956   432612   432762   436600   441047   446114   451801   451801
Composite: (At Final, using Ec =  5675.6 ksi )
  Area    , in2   1488.9   1528.3   1528.3   1530.0   1530.0   1530.0   1530.0   1530.0
  Yb      ,  in    46.00    45.20    45.20    45.09    45.00    44.92    44.84    44.84
  MI(Ixx) , in4   980959  1018042  1018361  1027134  1035556  1044559  1054145  1054145

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.50 ksi           4.50 ksi
  Elasticity         =    5675.61 ksi        4435.31 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.70 ksi           2.70 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.28 ksi           2.03 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.80 ksi           1.80 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.59 ksi          -0.40 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  60 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 60.53 ft from member end )
END PATTERN (Ycg = 15.13 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     4 @ 10.000 in     2 @ 50.000 in     2 @ 52.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 5.53 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in     2 @ 12.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     4 @ 10.000 in
SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
21      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.1 ksi
Total Strand Area     =   13.02 in2      Initial Pull          =     2552.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.671 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.589 ft
Holddown Force        =  33.657 kips     Beam Shrtng (PL/AE)   =      1.023 in
 
 
Span: 1, Beam: 2
 
ESTIMATED QUANTITIES
 
  Prestressing   Strands                Beam    Concrete   Stirrups  Longitudinal Bars 
   (linear ft) (LB/1000ft)   (LB)    Vol(C.Y.)   Wt(LB)      (LB)           (LB)       
---------------------------------------------------------------------------------------
      9082.969         740 6721.397     31.426 127275.117  1973.465     957.909        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.75       0.1250      0.3543    Yes
      2      US#6[M19]       60.00        0.88       2.75       0.3540      0.5833     No
      2      US#6[M19]       60.00        0.88       2.75       0.5833      0.8127    Yes
      2      US#6[M19]       60.00        0.88       2.75       0.8123      1.0417     No
      2      US#6[M19]       60.00        0.88       2.75       1.0417      1.2710    Yes
      2      US#6[M19]       60.00        0.88       4.25       1.2707      1.6250     No
      2      US#6[M19]       60.00        0.88       4.25       1.6250      1.9793    Yes
      2      US#6[M19]       60.00        0.88       4.25       1.9790      2.3333     No
      2      US#6[M19]       60.00        0.88       6.00       2.3333      6.3333    Yes
      2      US#6[M19]       60.00        0.88       7.00       6.3333      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     14.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.4167     28.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      28.4167     47.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      47.1670    104.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00     104.1631    122.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     122.9134    136.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     136.9134    144.4134    Yes
      2      US#6[M19]       60.00        0.88       7.00     144.4134    144.9967    Yes
      2      US#6[M19]       60.00        0.88       6.00     144.9967    148.9967    Yes
      2      US#6[M19]       60.00        0.88       4.25     148.9967    149.3510     No
      2      US#6[M19]       60.00        0.88       4.25     149.3507    149.7050    Yes
      2      US#6[M19]       60.00        0.88       4.25     149.7050    150.0594     No
      2      US#6[M19]       60.00        0.88       2.75     150.0590    150.2884    Yes
      2      US#6[M19]       60.00        0.88       2.75     150.2884    150.5177     No
      2      US#6[M19]       60.00        0.88       2.75     150.5174    150.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75     150.7467    150.9760     No
      2      US#6[M19]       60.00        0.88       2.75     150.9757    151.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     151.2050    151.3300     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 151.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 13.0200 in2       Ycg =  5.53 in
         P_init    =     2552.6 kips  Ecc = 23.22 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.93 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.671 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -8.32 ksi    0.00 ksi
    due to Composite Loads                                 -2.88 ksi    0.00 ksi
    due to Live Loads                                      -6.14 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.60 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.93 ksi  (10.17 %)            10.72 ksi ( 5.47 %)
Total Prestress Losses                                    30.65 ksi (15.63 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 165.4 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
Self wt.  : M       0.0   145.0   183.6   824.6  1498.7  1980.2  2269.1  2365.4
(Max)       V      63.1    61.1    60.6    50.9    38.2    25.5    12.7     0.0
DL-Prec.  : M       0.0    20.6    26.1   117.4   213.4   281.9   323.1   336.8
DC(Max)     V       9.0     8.7     8.6     7.2     5.4     3.6     1.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   154.0   195.0   876.0  1592.1  2103.6  2410.5  2512.9
Haunch (Max)V      67.0    64.9    64.4    54.1    40.6    27.0    13.5     0.0
Diaphragm : M       0.0     1.2     1.5     7.2    14.8    22.4    27.5    27.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    51.0    64.6   290.2   527.5   696.9   798.6   832.5
DC(Max)     V      22.2    21.5    21.3    17.9    13.4     9.0     4.5     0.0
DL-Comp   : M       0.0    27.6    34.9   156.9   285.1   376.7   431.7   450.0
DW(Max)     V      12.0    11.6    11.5     9.7     7.3     4.8     2.4     0.0
LL + I    : M+      0.0   214.8   271.9  1217.1  2199.7  2885.3  3294.7  3415.9
            V     156.6   153.1   152.2   135.2   113.3    91.4    60.8    38.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   156.6   153.1   152.2   135.3   115.2    96.1    78.1    61.3
            M      -0.0   211.9   267.9  1172.9  2042.4  2575.7  2802.6  2752.7
Total     : M+      0.0   614.3   777.6  3489.4  6331.3  8347.1  9555.3  9941.0
            V     330.3   321.5   319.1   275.5   218.7   161.8    95.8    38.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   330.3   321.5   319.1   275.7   220.5   166.5   113.1    61.3
            M      -0.0   611.4   773.6  3445.2  6174.0  8037.6  9063.2  9277.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    90.13  105.27  120.40  135.53  147.03  147.66  150.00
Self wt.  : M    2269.1  1980.2  1498.7   824.6   183.6   145.0     0.0
(Max)       V      12.7    25.5    38.2    50.9    60.6    61.1    63.1
DL-Prec.  : M     323.1   281.9   213.4   117.4    26.1    20.6     0.0
DC(Max)     V       1.8     3.6     5.4     7.2     8.6     8.7     9.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2410.5  2103.6  1592.1   876.0   195.0   154.0     0.0
Haunch (Max)V      13.5    27.0    40.6    54.1    64.4    64.9    67.0
Diaphragm : M      27.5    22.4    14.8     7.2     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     798.6   696.9   527.5   290.2    64.6    51.0     0.0
DC(Max)     V       4.5     9.0    13.4    17.9    21.3    21.5    22.2
DL-Comp   : M     431.7   376.7   285.1   156.9    34.9    27.6     0.0
DW(Max)     V       2.4     4.8     7.3     9.7    11.5    11.6    12.0
LL + I    : M+   3294.7  2885.3  2199.7  1217.1   271.9   214.8     0.0
            V      60.8    91.4   113.3   135.2   152.2   153.1   156.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    78.1    96.1   115.2   135.3   152.2   153.1   156.6
            M    2802.6  2575.7  2042.4  1172.9   267.9   211.9    -0.0
Total     : M+   9555.3  8347.1  6331.3  3489.4   777.6   614.3     0.0
            V      95.8   161.8   218.7   275.5   319.1   321.5   330.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   113.1   166.5   220.5   275.7   319.1   321.5   330.3
            M    9063.2  8037.6  6174.0  3445.2   773.6   611.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               63.1             63.1
Deck+Haunch            67.0             67.0
Diaphragm               0.5              0.5
DL-Prec.(DC)            9.0              9.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          111.0            111.0
DL-Comp.(DW)           60.0             60.0
Live                  115.5            115.5
        Truck          67.5             67.5
        Lane           48.0             48.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
Self wt.  : M       0.0   145.0   183.6   824.6  1498.7  1980.2  2269.1  2365.4
(Max)       V      63.1    61.1    60.6    50.9    38.2    25.5    12.7     0.0
DL-Prec.  : M       0.0    20.6    26.1   117.4   213.4   281.9   323.1   336.8
DC(Max)     V       9.0     8.7     8.6     7.2     5.4     3.6     1.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   154.0   195.0   876.0  1592.1  2103.6  2410.5  2512.9
Haunch (Max)V      67.0    64.9    64.4    54.1    40.6    27.0    13.5     0.0
Diaphragm : M       0.0     1.2     1.5     7.2    14.8    22.4    27.5    27.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    51.0    64.6   290.2   527.5   696.9   798.6   832.5
DC(Max)     V      22.2    21.5    21.3    17.9    13.4     9.0     4.5     0.0
DL-Comp   : M       0.0    27.6    34.9   156.9   285.1   376.7   431.7   450.0
DW(Max)     V      12.0    11.6    11.5     9.7     7.3     4.8     2.4     0.0
LL + I    : M+      0.0   171.8   217.5   973.7  1759.8  2308.2  2635.8  2732.7
            V     125.2   122.5   121.7   108.1    90.6    73.1    48.6    31.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   125.2   122.5   121.8   108.3    92.1    76.9    62.5    49.0
            M      -0.0   169.5   214.3   938.3  1633.9  2060.6  2242.1  2202.1
Total     : M+      0.0   571.3   723.2  3246.0  5891.4  7770.0  8896.3  9257.8
            V     299.0   290.9   288.6   248.5   196.0   143.5    83.6    31.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   299.0   290.9   288.7   248.6   197.5   147.3    97.5    49.0
            M      -0.0   569.0   720.0  3210.6  5765.5  7522.4  8502.6  8727.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    90.13  105.27  120.40  135.53  147.03  147.66  150.00
Self wt.  : M    2269.1  1980.2  1498.7   824.6   183.6   145.0     0.0
(Max)       V      12.7    25.5    38.2    50.9    60.6    61.1    63.1
DL-Prec.  : M     323.1   281.9   213.4   117.4    26.1    20.6     0.0
DC(Max)     V       1.8     3.6     5.4     7.2     8.6     8.7     9.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2410.5  2103.6  1592.1   876.0   195.0   154.0     0.0
Haunch (Max)V      13.5    27.0    40.6    54.1    64.4    64.9    67.0
Diaphragm : M      27.5    22.4    14.8     7.2     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     798.6   696.9   527.5   290.2    64.6    51.0     0.0
DC(Max)     V       4.5     9.0    13.4    17.9    21.3    21.5    22.2
DL-Comp   : M     431.7   376.7   285.1   156.9    34.9    27.6     0.0
DW(Max)     V       2.4     4.8     7.3     9.7    11.5    11.6    12.0
LL + I    : M+   2635.8  2308.2  1759.8   973.7   217.5   171.8     0.0
            V      48.6    73.1    90.6   108.1   121.7   122.5   125.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    62.5    76.9    92.1   108.3   121.8   122.5   125.2
            M    2242.1  2060.6  1633.9   938.3   214.3   169.5    -0.0
Total     : M+   8896.3  7770.0  5891.4  3246.0   723.2   571.3     0.0
            V      83.6   143.5   196.0   248.5   288.6   290.9   299.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    97.5   147.3   197.5   248.6   288.7   290.9   299.0
            M    8502.6  7522.4  5765.5  3210.6   720.0   569.0    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
Self wt.  : M       0.0   181.2   229.4  1030.7  1873.4  2475.3  2836.4  2956.8
(Max)       V      78.8    76.4    75.7    63.6    47.7    31.8    15.9     0.0
Self wt.  : M       0.0   130.5   165.2   742.1  1348.8  1782.2  2042.2  2128.9
(Min)       V      56.8    55.0    54.5    45.8    34.4    22.9    11.5     0.0
DL-Prec.  : M       0.0    25.8    32.7   146.8   266.7   352.4   403.9   421.0
DC(Max)     V      11.2    10.9    10.8     9.1     6.8     4.5     2.3     0.0
DL-Prec.  : M       0.0    18.6    23.5   105.7   192.1   253.8   290.8   303.1
DC(Min)     V       8.1     7.8     7.8     6.5     4.9     3.3     1.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   192.5   243.7  1095.0  1990.1  2629.5  3013.2  3141.1
Haunch (Max)V      83.8    81.2    80.4    67.6    50.7    33.8    16.9     0.0
Deck +    : M       0.0   138.6   175.5   788.4  1432.9  1893.3  2169.5  2261.6
Haunch (Min)V      60.3    58.4    57.9    48.7    36.5    24.3    12.2     0.0
Diaphragm : M       0.0     1.5     1.9     9.0    18.5    28.0    34.4    34.4
(Max)       V       0.6     0.6     0.6     0.6     0.6     0.6     0.0     0.0
Diaphragm : M       0.0     1.1     1.3     6.5    13.3    20.1    24.7    24.7
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    63.8    80.8   362.8   659.3   871.2   998.3  1040.6
DC(Max)     V      27.8    26.9    26.7    22.4    16.8    11.2     5.6     0.0
DL-Comp   : M       0.0    45.9    58.1   261.2   474.7   627.2   718.7   749.3
DC(Min)     V      20.0    19.4    19.2    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    41.4    52.4   235.3   427.7   565.1   647.5   675.0
DW(Max)     V      18.0    17.4    17.3    14.5    10.9     7.3     3.6     0.0
DL-Comp   : M       0.0    17.9    22.7   102.0   185.3   244.9   280.6   292.5
DW(Min)     V       7.8     7.6     7.5     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   375.9   475.8  2130.0  3849.5  5049.2  5765.8  5977.9
            V     274.0   267.9   266.3   236.5   198.2   159.9   106.4    68.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   274.0   268.0   266.3   236.8   201.5   168.2   136.7   107.2
            M      -0.0   370.8   468.8  2052.6  3574.2  4507.6  4904.6  4817.1
Total     : M+      0.0   882.1  1116.7  5009.6  9085.3 11970.6 13699.4 14246.7
            V     494.2   481.3   477.8   414.4   331.8   249.2   150.7    68.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   494.2   481.3   477.9   414.7   335.1   257.4   181.0   107.2
            M      -0.0   877.0  1109.7  4932.2  8810.0 11429.0 12838.2 13086.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    90.13  105.27  120.40  135.53  147.03  147.66  150.00
Self wt.  : M    2836.4  2475.3  1873.4  1030.7   229.4   181.2     0.0
(Max)       V      15.9    31.8    47.7    63.6    75.7    76.4    78.8
Self wt.  : M    2042.2  1782.2  1348.8   742.1   165.2   130.5     0.0
(Min)       V      11.5    22.9    34.4    45.8    54.5    55.0    56.8
DL-Prec.  : M     403.9   352.4   266.7   146.8    32.7    25.8     0.0
DC(Max)     V       2.3     4.5     6.8     9.1    10.8    10.9    11.2
DL-Prec.  : M     290.8   253.8   192.1   105.7    23.5    18.6     0.0
DC(Min)     V       1.6     3.3     4.9     6.5     7.8     7.8     8.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    3013.2  2629.5  1990.1  1095.0   243.7   192.5     0.0
Haunch (Max)V      16.9    33.8    50.7    67.6    80.4    81.2    83.8
Deck +    : M    2169.5  1893.3  1432.9   788.4   175.5   138.6     0.0
Haunch (Min)V      12.2    24.3    36.5    48.7    57.9    58.4    60.3
Diaphragm : M      34.4    28.0    18.5     9.0     1.9     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      24.7    20.1    13.3     6.5     1.3     1.1     0.0
(Min)       V       0.0     0.4     0.4     0.4     0.4     0.4     0.4
DL-Comp   : M     998.3   871.2   659.3   362.8    80.8    63.8     0.0
DC(Max)     V       5.6    11.2    16.8    22.4    26.7    26.9    27.8
DL-Comp   : M     718.7   627.2   474.7   261.2    58.1    45.9     0.0
DC(Min)     V       4.0     8.1    12.1    16.1    19.2    19.4    20.0
DL-Comp   : M     647.5   565.1   427.7   235.3    52.4    41.4     0.0
DW(Max)     V       3.6     7.3    10.9    14.5    17.3    17.4    18.0
DL-Comp   : M     280.6   244.9   185.3   102.0    22.7    17.9     0.0
DW(Min)     V       1.6     3.1     4.7     6.3     7.5     7.6     7.8
LL + I    : M+   5765.8  5049.2  3849.5  2130.0   475.8   375.9     0.0
            V     106.4   159.9   198.2   236.5   266.3   267.9   274.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   136.7   168.2   201.5   236.8   266.3   268.0   274.0
            M    4904.6  4507.5  3574.2  2052.6   468.8   370.8    -0.0
Total     : M+  13699.4 11970.6  9085.3  5009.6  1116.7   882.1     0.0
            V     150.7   249.2   331.8   414.4   477.8   481.3   494.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   181.0   257.4   335.1   414.7   477.9   481.3   494.2
            M   12838.2 11429.0  8810.0  4932.2  1109.7   877.0    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               78.8             78.8
Deck+Haunch            83.8             83.8
Diaphragm               0.6              0.6
DL-Prec.(DC)           11.2             11.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          138.8            138.8
DL-Comp.(DW)           90.0             90.0
Live                  202.2            202.2
        Truck         118.2            118.2
        Lane           84.0             84.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
Self wt.  : M       0.0   145.0   183.6   824.6  1498.7  1980.2  2269.1  2365.4
(Max)       V      63.1    61.1    60.6    50.9    38.2    25.5    12.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    20.6    26.1   117.4   213.4   281.9   323.1   336.8
DC(Max)     V       9.0     8.7     8.6     7.2     5.4     3.6     1.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   154.0   195.0   876.0  1592.1  2103.6  2410.5  2512.9
Haunch (Max)V      67.0    64.9    64.4    54.1    40.6    27.0    13.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     1.2     1.5     7.2    14.8    22.4    27.5    27.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    51.0    64.6   290.2   527.5   696.9   798.6   832.5
DC(Max)     V      22.2    21.5    21.3    17.9    13.4     9.0     4.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    27.6    34.9   156.9   285.1   376.7   431.7   450.0
DW(Max)     V      12.0    11.6    11.5     9.7     7.3     4.8     2.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   132.1   167.1   742.1  1323.3  1731.1  1955.3  1980.2
            V     116.2   114.1   113.5   103.0    89.8    67.5    54.3    41.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.2   114.1   113.5   103.0    89.8    76.5    63.3    50.1
            M       0.0   132.1   167.1   742.1  1323.3  1705.0  1887.4  1870.4
Total     : M+      0.0   531.6   672.8  3014.4  5454.8  7192.9  8215.9  8505.2
            V     290.0   282.5   280.4   243.3   195.1   137.9    89.3    41.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   290.0   282.5   280.4   243.3   195.1   147.0    98.3    50.1
            M       0.0   531.6   672.8  3014.4  5454.8  7166.8  8147.9  8395.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    90.13  105.27  120.40  135.53  147.03  147.66  150.00
Self wt.  : M    2269.1  1980.2  1498.7   824.6   183.6   145.0     0.0
(Max)       V      12.7    25.5    38.2    50.9    60.6    61.1    63.1
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     323.1   281.9   213.4   117.4    26.1    20.6     0.0
DC(Max)     V       1.8     3.6     5.4     7.2     8.6     8.7     9.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2410.5  2103.6  1592.1   876.0   195.0   154.0     0.0
Haunch (Max)V      13.5    27.0    40.6    54.1    64.4    64.9    67.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      27.5    22.4    14.8     7.2     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     798.6   696.9   527.5   290.2    64.6    51.0     0.0
DC(Max)     V       4.5     9.0    13.4    17.9    21.3    21.5    22.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     431.7   376.7   285.1   156.9    34.9    27.6     0.0
DW(Max)     V       2.4     4.8     7.3     9.7    11.5    11.6    12.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1955.3  1731.1  1323.3   742.1   167.1   132.1     0.0
            V      54.3    67.5    89.8   103.0   113.5   114.1   116.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.3    76.5    89.8   103.0   113.5   114.1   116.2
            M    1887.4  1705.0  1323.3   742.1   167.1   132.1     0.0
Total     : M+   8215.9  7192.9  5454.8  3014.4   672.8   531.6     0.0
            V      89.3   137.9   195.1   243.3   280.4   282.5   290.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    98.3   147.0   195.1   243.3   280.4   282.5   290.0
            M    8147.9  7166.8  5454.8  3014.4   672.8   531.6     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   15.13   30.27   45.40   60.53   75.67
 
Beam-Self
Precast-top    0.182   0.841   1.487   1.939   2.198   2.289 
Bottom        -0.145  -0.659  -1.154  -1.488  -1.670  -1.739 
 
Prestress
Precast-top    0.286  -0.136  -0.579  -1.011  -1.432  -1.432 
Bottom         4.898   5.371   5.689   5.993   6.281   6.281 
 
Total
Precast-top    0.468   0.705   0.908   0.927   0.766   0.857 
Bottom         4.754   4.711   4.535   4.504   4.611   4.542 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.31 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
 
Prestress
Precast-top    0.072   0.245   0.228  -0.117  -0.496  -0.867  -1.227  -1.227
Bottom         0.985   4.197   4.210   4.602   4.875   5.135   5.382   5.382
 
Self wt.
Precast-top   -0.000   0.141   0.179   0.800   1.447   1.898   2.157   2.249
Bottom        -0.000  -0.112  -0.142  -0.627  -1.122  -1.457  -1.639  -1.709
 
DL-Prec (DC)
Precast-top   -0.000   0.020   0.025   0.114   0.206   0.270   0.307   0.320
Bottom        -0.000  -0.016  -0.020  -0.089  -0.160  -0.208  -0.233  -0.243
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.007   0.014   0.021   0.026   0.026
Bottom        -0.000  -0.001  -0.001  -0.006  -0.011  -0.016  -0.020  -0.020
 
Deck + Haunch
Precast-top   -0.000   0.150   0.190   0.850   1.537   2.017   2.292   2.389
Bottom        -0.000  -0.119  -0.151  -0.666  -1.192  -1.548  -1.742  -1.816
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.069   0.125   0.165   0.188   0.196
Precast-top   -0.000   0.011   0.014   0.061   0.110   0.145   0.165   0.172
Bottom        -0.000  -0.027  -0.034  -0.153  -0.275  -0.360  -0.408  -0.425
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.037   0.068   0.089   0.101   0.106
Precast-top   -0.000   0.006   0.007   0.033   0.059   0.078   0.089   0.093
Bottom        -0.000  -0.015  -0.019  -0.083  -0.149  -0.194  -0.220  -0.230
 
LL+I(+)
Topping-top   -0.000   0.052   0.065   0.291   0.523   0.682   0.774   0.803
Precast-top   -0.000   0.045   0.057   0.255   0.459   0.599   0.681   0.706
Bottom        -0.000  -0.114  -0.145  -0.641  -1.147  -1.489  -1.682  -1.744
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.070   0.089   0.398   0.716   0.936   1.063   1.104 
Precast-top    0.072   0.619   0.702   2.003   3.336   4.162   4.491   4.729 
Bottom         0.985   3.793   3.698   2.337   0.819  -0.138  -0.562  -0.804 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.024   0.107   0.193   0.254   0.289   0.301 
Precast-top    0.072   0.574   0.645   1.749   2.877   3.563   3.810   4.023 
Bottom         0.985   3.908   3.843   2.978   1.966   1.351   1.120   0.940 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   15.13   30.27   45.40   60.53   75.67
 
Beam-Self
Precast-top    0.182   0.841   1.487   1.939   2.198   2.289 
Bottom        -0.145  -0.659  -1.154  -1.488  -1.670  -1.739 
 
Prestress
Precast-top    0.286  -0.136  -0.579  -1.011  -1.432  -1.432 
Bottom         4.898   5.371   5.689   5.993   6.281   6.281 
 
Total
Precast-top    0.468   0.705   0.908   0.927   0.766   0.857 
Bottom         4.754   4.711   4.535   4.504   4.611   4.542 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.31 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
 
Prestress
Precast-top    0.072   0.245   0.228  -0.117  -0.496  -0.867  -1.227  -1.227
Bottom         0.985   4.197   4.210   4.602   4.875   5.135   5.382   5.382
 
Self wt.
Precast-top   -0.000   0.141   0.179   0.800   1.447   1.898   2.157   2.249
Bottom        -0.000  -0.112  -0.142  -0.627  -1.122  -1.457  -1.639  -1.709
 
DL-Prec (DC)
Precast-top   -0.000   0.020   0.025   0.114   0.206   0.270   0.307   0.320
Bottom        -0.000  -0.016  -0.020  -0.089  -0.160  -0.208  -0.233  -0.243
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.007   0.014   0.021   0.026   0.026
Bottom        -0.000  -0.001  -0.001  -0.006  -0.011  -0.016  -0.020  -0.020
 
Deck + Haunch
Precast-top   -0.000   0.150   0.190   0.850   1.537   2.017   2.292   2.389
Bottom        -0.000  -0.119  -0.151  -0.666  -1.192  -1.548  -1.742  -1.816
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.069   0.125   0.165   0.188   0.196
Precast-top   -0.000   0.011   0.014   0.061   0.110   0.145   0.165   0.172
Bottom        -0.000  -0.027  -0.034  -0.153  -0.275  -0.360  -0.408  -0.425
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.037   0.068   0.089   0.101   0.106
Precast-top   -0.000   0.006   0.007   0.033   0.059   0.078   0.089   0.093
Bottom        -0.000  -0.015  -0.019  -0.083  -0.149  -0.194  -0.220  -0.230
 
LL+I(+)
Topping-top   -0.000   0.041   0.052   0.233   0.418   0.546   0.619   0.642
Precast-top   -0.000   0.036   0.046   0.204   0.367   0.479   0.545   0.565
Bottom        -0.000  -0.092  -0.116  -0.513  -0.918  -1.191  -1.345  -1.395
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.060   0.076   0.339   0.611   0.799   0.908   0.943 
Precast-top    0.072   0.610   0.691   1.952   3.244   4.042   4.355   4.588 
Bottom         0.985   3.816   3.727   2.465   1.048   0.160  -0.225  -0.455 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
F_LL+I(+)
Topping-top   -0.000   0.032   0.040   0.177   0.314   0.409   0.459   0.465
Precast-top   -0.000   0.028   0.035   0.155   0.276   0.360   0.404   0.409
Bottom        -0.000  -0.070  -0.089  -0.391  -0.690  -0.893  -0.998  -1.011
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.052   0.231   0.411   0.536   0.604   0.616 
Precast-top    0.036   0.315   0.358   1.030   1.715   2.141   2.309   2.421 
Bottom         0.493   1.883   1.832   1.098   0.293  -0.218  -0.438  -0.541 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 2,  STRENGTH I
Using General Beta Theta Equation procedure - Art.5.7.3.4
Location (ft)
     Vu      bv    de     Aps      Vp    eps_x  Theta  Vs-reqd    Av/s    Av-prvd   Al_reqd
   (kips)   (in)  (in)   (in2)   (kips)                 (kips)  (in2/ft)  (in2/ft)   (in2)

    Mcor     a     dv      fpo   vu/fc   Vc-com  Beta  Max.spc.  min.Av/s  pVn/Vu       
    (kft)   (in)  (in)    (ksi)          (kips)          (in)    (in2/ft)             
*******************************************************************************************
Bearing :   0.67
    494.2    6.5   66.0    1.442   6.4   6.00e-3 50.0    506.5     1.845    3.840      0.00
      0.0    1.2   65.4     41.9 0.134      36.2 0.87    12.00     0.127    1.852 
Transfer:   3.00
    481.3    6.5   66.0    6.506  28.8  -0.07e-3 28.7    301.8     0.522    1.760      0.00
    877.0    5.2   63.4    189.0 0.129     204.2 5.08    12.00     0.127    1.885 
Critical:   5.92
    465.2    6.5   66.0    7.686  28.8  -0.13e-3 28.5    275.5     0.475    1.760      0.00
   1877.7    6.0   63.0    189.0 0.125     212.5 5.33    12.00     0.127    1.938 
0.1L    :  15.13
    414.7    6.5   66.1   10.416  28.8  -0.14e-3 28.5    222.1     0.391    0.620      0.00
   4932.2    8.6   61.8    189.0 0.113     209.7 5.36    24.00     0.127    1.283 
0.2L    :  30.27
    335.1    6.5   61.8   12.586  28.8  -0.05e-3 28.8    162.0     0.310    0.496      0.00
   8810.0    8.7   57.4    189.0 0.097     181.5 4.99    24.00     0.127    1.260 
0.3L    :  45.40
    257.4    6.5   63.3   13.020  28.8   0.26e-3 29.9    107.0     0.209    0.496      0.00
  11429.0    8.8   58.9    189.0 0.071     150.2 4.02    24.00     0.127    1.514 
0.4L    :  60.53
    181.0    6.5   65.7   13.020   0.0   0.63e-3 31.2     74.5     0.147    0.413      0.00
  12838.2    8.8   61.3    189.0 0.053     126.6 3.26    24.00     0.127    1.669 
0.5L    :  75.67
    107.2    6.5   65.7   13.020   0.0   0.56e-3 31.0      0.0     0.127    0.413      0.00
  13086.0    8.8   61.3    189.0 0.031     131.2 3.38    24.00     0.127    2.874 
0.6L    :  90.80
    181.0    6.5   65.7   13.020   0.0   0.63e-3 31.2     74.5     0.147    0.413      0.00
  12838.2    8.8   61.3    189.0 0.053     126.6 3.26    24.00     0.127    1.669 
0.7L    : 105.93
    257.4    6.5   63.3   13.020  28.8   0.26e-3 29.9    107.0     0.209    0.496      0.00
  11429.0    8.8   58.9    189.0 0.071     150.2 4.02    24.00     0.127    1.514 
0.8L    : 121.06
    335.1    6.5   61.8   12.586  28.8  -0.05e-3 28.8    162.0     0.310    0.496      0.00
   8810.0    8.7   57.4    189.0 0.097     181.5 4.99    24.00     0.127    1.260 
0.9L    : 136.20
    414.7    6.5   66.1   10.416  28.8  -0.14e-3 28.5    222.1     0.391    0.620      0.00
   4932.2    8.6   61.8    189.0 0.113     209.7 5.36    24.00     0.127    1.283 
Critical: 145.41
    465.2    6.5   66.0    7.686  28.8  -0.13e-3 28.5    275.5     0.475    1.760      0.00
   1877.7    6.0   63.0    189.0 0.125     212.5 5.33    12.00     0.127    1.938 
Transfer: 148.33
    481.3    6.5   66.0    6.506  28.8  -0.07e-3 28.7    301.8     0.522    1.760      0.00
    877.0    5.2   63.4    189.0 0.129     204.2 5.08    12.00     0.127    1.885 
Bearing : 150.67
    494.2    6.5   66.0    1.442   6.4   6.00e-3 50.0    506.5     1.845    3.840      0.00
      0.0    1.2   65.4     41.9 0.134      36.2 0.87    12.00     0.127    1.852 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 2467.11
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    4.93
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 2
(Beam and Slab effects are INCLUDED in Vu).
Computed Interface width considered to be engaged in shear transfer, bvi = 34.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    494.2      8.39     66.03    1.17       65.45    24.00      0.340      1.947      0.000      3.840 
Transfer:      2.33
    481.3      8.43     66.03    5.17       63.45    24.00      0.340      1.960      0.000      1.760 
Critical:      5.25
    465.3      8.20     66.03    6.01       63.03    24.00      0.340      1.884      0.000      1.760 
0.1L    :     14.47
    414.7      7.46     66.08    8.57       61.80    24.00      0.340      1.635      0.000      0.620 
0.2L    :     29.60
    335.1      6.48     61.80    8.74       57.43    24.00      0.340      1.311      0.000      0.496 
0.3L    :     44.73
    257.4      4.85     63.32    8.79       58.92    24.00      0.340      0.768      0.000      0.496 
0.4L    :     59.87
    181.0      3.28     65.72    8.83       61.30    24.00      0.340      0.244      0.000      0.413 
0.5L    :     75.00
    107.2      1.94     65.72    8.83       61.30    24.00      0.340      0.000      0.000      0.413 
0.6L    :     90.13
    181.0      3.28     65.72    8.83       61.30    24.00      0.340      0.244      0.000      0.413 
0.7L    :    105.27
    257.4      4.85     63.32    8.79       58.92    24.00      0.340      0.768      0.000      0.496 
0.8L    :    120.40
    335.1      6.48     61.80    8.74       57.43    24.00      0.340      1.311      0.000      0.496 
0.9L    :    135.53
    414.7      7.46     66.08    8.57       61.80    24.00      0.340      1.635      0.000      0.620 
Critical:    144.75
    465.3      8.20     66.03    6.01       63.03    24.00      0.340      1.884      0.000      1.760 
Transfer:    147.66
    481.3      8.43     66.03    5.17       63.45    24.00      0.340      1.960      0.000      1.760 
Bearing :    150.00
    494.2      8.39     66.03    1.17       65.45    24.00      0.340      1.947      0.000      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 14.47 ft
Prestress      :       3.105  1.80      5.589  2.20      6.831
Self Wt.       :      -1.359  1.85     -2.515  2.40     -3.262
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.746            3.075            3.569
 
At 0.2 x L = 29.60 ft
Prestress      :       5.567  1.80     10.020  2.20     12.247
Self Wt.       :      -2.546  1.85     -4.710  2.40     -6.110
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.021            5.310            6.137
 
At 0.3 x L = 44.73 ft
Prestress      :       7.317  1.80     13.171  2.20     16.098
Self Wt.       :      -3.446  1.85     -6.375  2.40     -8.270
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.872            6.797            7.829
 
At 0.4 x L = 59.87 ft
Prestress      :       8.305  1.80     14.949  2.20     18.271
Self Wt.       :      -3.985  1.85     -7.372  2.40     -9.563
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.320            7.577            8.708
 
At 0.5 x L = 75.00 ft
Prestress      :       8.690  1.80     15.641  2.20     19.117
Self Wt.       :      -4.184  1.85     -7.741  2.40    -10.042
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.505            7.900            9.075
 
At 0.6 x L = 90.13 ft
Prestress      :       8.305  1.80     14.949  2.20     18.271
Self Wt.       :      -3.985  1.85     -7.372  2.40     -9.563
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.320            7.577            8.708
 
At 0.7 x L = 105.27 ft
Prestress      :       7.317  1.80     13.171  2.20     16.098
Self Wt.       :      -3.446  1.85     -6.375  2.40     -8.270
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.872            6.797            7.829
 
At 0.8 x L = 120.40 ft
Prestress      :       5.567  1.80     10.020  2.20     12.247
Self Wt.       :      -2.546  1.85     -4.710  2.40     -6.110
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.021            5.310            6.137
 
At 0.9 x L = 135.53 ft
Prestress      :       3.105  1.80      5.589  2.20      6.831
Self Wt.       :      -1.359  1.85     -2.515  2.40     -3.262
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.746            3.075            3.569
 

ULTIMATE - Span : 1, Beam : 2,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.33
   882.1    56.2  8.202  261.6    6.2   5.17   9591.4  0.030T 1.00       -       -     -     -  
H/2     :   2.97
  1116.7    56.3  8.523  261.3    6.5   5.37   9955.7  0.029T 1.00       -       -     -     -  
0.1L    :  14.47
  5009.6    58.4 12.950  256.6   10.3   8.57  15053.8  0.017T 1.00  11046.0  6662.7    1.36    -  
0.2L    :  29.60
  9085.3    60.9 13.020  256.9   10.6   8.74  15853.0  0.017T 1.00  11105.3 11105.3    1.43    -  
0.3L    :  44.73
 11970.6    63.3 13.020  257.3   10.6   8.79  16547.6  0.017T 1.00  11368.9 11368.9    1.46    -  
0.4L    :  59.87
 13699.4    65.7 13.020  257.7   10.7   8.83  17242.6  0.016T 1.00  11827.8 11827.8    1.46    -  
0.5L    :  75.00
 14246.7    65.7 13.020  257.7   10.7   8.83  17242.6  0.016T 1.00  11739.6 11739.6    1.47    -  
0.6L    :  90.13
 13699.4    65.7 13.020  257.7   10.7   8.83  17242.6  0.016T 1.00  11827.8 11827.8    1.46    -  
0.7L    : 105.27
 11970.6    63.3 13.020  257.3   10.6   8.79  16547.6  0.017T 1.00  11368.9 11368.9    1.46    -  
0.8L    : 120.40
  9085.3    60.9 13.020  256.9   10.6   8.74  15853.0  0.017T 1.00  11105.3 11105.3    1.43    -  
0.9L    : 135.53
  5009.6    58.4 12.950  256.6   10.3   8.57  15053.8  0.017T 1.00  11046.0  6662.7    1.36    -  
H/2     : 147.03
  1116.7    56.3  8.523  261.3    6.5   5.37   9955.7  0.029T 1.00       -       -     -     -  
Transfer: 147.66
   882.1    56.2  8.202  261.6    6.2   5.17   9591.4  0.030T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 2; Groups 1-30; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.102    0.445
        M   2.00 Fb     0.095   -0.175
 
  2   2 E  60.00 Ft     0.407    0.717
        M  12.00 Fb     0.031   -0.213
 
  3   2 E  58.00 Ft     0.697    0.975
        M  10.00 Fb    -0.023   -0.240
 
  4   2 E  56.00 Ft     0.974    1.219
        M   8.00 Fb    -0.065   -0.256
 
  5   2 E  54.00 Ft     1.236    1.449
        M   6.00 Fb    -0.097   -0.261
 
  6   2 E  52.00 Ft     1.485    1.665
        M   4.00 Fb    -0.117   -0.256
 
  7   2 E  50.00 Ft     1.720    1.868
        M   2.00 Fb    -0.127   -0.240
 
  8   2 E  10.00 Ft     1.695    1.844
        M  10.00 Fb     0.069   -0.045
 
  9   2 E  10.00 Ft     1.670    1.820
        M  10.00 Fb     0.266    0.150
 
 10   2 E   8.00 Ft     1.632    1.782
        M   8.00 Fb     0.473    0.355
 
 11   2 E   8.00 Ft     1.593    1.744
        M   8.00 Fb     0.681    0.561
 
 12   2 E   8.00 Ft     1.554    1.706
        M   8.00 Fb     0.888    0.766
 
 13   2 E   8.00 Ft     1.516    1.668
        M   8.00 Fb     1.095    0.972
 
 14   2 E   6.00 Ft     1.463    1.617
        M   6.00 Fb     1.314    1.188
 
 15   2 E   6.00 Ft     1.411    1.565
        M   6.00 Fb     1.532    1.404
 
 16   2 E   6.00 Ft     1.358    1.514
        M   6.00 Fb     1.750    1.621
 
 17   2 E   6.00 Ft     1.306    1.462
        M   6.00 Fb     1.969    1.837
 
 18   2 E   6.00 Ft     1.253    1.410
        M   6.00 Fb     2.187    2.053
 
 19   2 E   6.00 Ft     1.201    1.359
        M   6.00 Fb     2.406    2.270
 
 20   2 E   4.00 Ft     1.134    1.293
        M   4.00 Fb     2.635    2.497
 
 21   2 E   4.00 Ft     1.134    1.228
        M   4.00 Fb     2.635    2.725
 
 22   2 E   4.00 Ft     1.068    1.162
        M   4.00 Fb     2.864    2.953
 
 23   2 E   4.00 Ft     1.002    1.097
        M   4.00 Fb     3.094    3.180
 
 24   2 E   4.00 Ft     0.935    1.031
        M   4.00 Fb     3.323    3.407
 
 25   2 E   4.00 Ft     0.869    0.966
        M   4.00 Fb     3.552    3.634
 
 26   2 E   2.00 Ft     0.789    0.887
        M   2.00 Fb     3.792    3.872
 
 27   2 E   2.00 Ft     0.709    0.808
        M   2.00 Fb     4.033    4.110
 
 28   2 E   2.00 Ft     0.629    0.728
        M   2.00 Fb     4.273    4.348
 
 29   2 E   2.00 Ft     0.548    0.649
        M   2.00 Fb     4.513    4.587
 
 30   2 E   2.00 Ft     0.468    0.570
        M   2.00 Fb     4.754    4.825
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 151.33            Release Length, ft: 151.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  60
No. of strands, Draped:  12           No. of strands, Straight:  48
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.5 ksi  f'ct   4.5 ksi
Initial losses: 10.17 %               Final losses: 15.63 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.754     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.468       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 17242.61    14246.74     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      16.67 %               OK
      Max. Debond Total                    25.00 %       3.33 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.700   1.104     Midspan    2.025   0.301     Midspan
    Pre.Top:   5.700   4.729     Midspan    4.275   4.023     Midspan
    Pre.Bot:   5.700   3.793    Transfer    4.275   3.908    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.403  -0.000     Bearing
    Pre.Top:  -0.586   0.072     Bearing
    Pre.Bot:  -0.586  -0.455     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.800   2.421     Midspan
    Pre.Bot:                                                             3.800   1.883    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  75.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       8.690  1.80     15.641  2.20     19.117
Self Wt.       :      -4.184  1.85     -7.741  2.40    -10.042
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       4.505            7.900            9.075
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  43.17 ft
Type      : I-Girder                            Curb-to-curb       =  40.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.04/  9.04 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 108.480 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  150.00
     DC  Line       0.085      0.00       0.085  150.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    55.00 
      0.50    95.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 151.330 ft
Release length = 151.330 ft
Design  length = 150.000 ft
 
Kern points:
------------
Upper    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.681   (Calculated)    
Live Moment (1  lane  loaded)  : 0.455   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.136   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.913   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 3
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1477.7 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           970379 in4#
Ht. of c.g.           =        28.75 in             46.23 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1734.5 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7815

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    14.47    29.60    44.73    59.87    75.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    819.8    863.1    863.1    865.1    865.1    865.1    865.1    865.1
  Yb      ,  in    28.55    27.86    27.86    27.68    27.52    27.36    27.20    27.20
  MI(Ixx) , in4   424956   432612   432762   436600   441047   446114   451801   451801
Composite: (At Final, using Ec =  5675.6 ksi )
  Area    , in2   1488.9   1528.3   1528.3   1530.0   1530.0   1530.0   1530.0   1530.0
  Yb      ,  in    46.00    45.20    45.20    45.09    45.00    44.92    44.84    44.84
  MI(Ixx) , in4   980959  1018042  1018361  1027134  1035556  1044559  1054145  1054145

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.50 ksi           4.50 ksi
  Elasticity         =    5675.61 ksi        4435.31 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.70 ksi           2.70 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.28 ksi           2.03 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.80 ksi           1.80 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.59 ksi          -0.40 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  60 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 60.53 ft from member end )
END PATTERN (Ycg = 15.13 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     4 @ 10.000 in     2 @ 50.000 in     2 @ 52.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 5.53 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in     2 @ 12.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     4 @ 10.000 in
SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
21      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.1 ksi
Total Strand Area     =   13.02 in2      Initial Pull          =     2552.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.671 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.589 ft
Holddown Force        =  33.657 kips     Beam Shrtng (PL/AE)   =      1.023 in
 
 
Span: 1, Beam: 3
 
ESTIMATED QUANTITIES
 
  Prestressing   Strands                Beam    Concrete   Stirrups  Longitudinal Bars 
   (linear ft) (LB/1000ft)   (LB)    Vol(C.Y.)   Wt(LB)      (LB)           (LB)       
---------------------------------------------------------------------------------------
      9082.969         740 6721.397     31.426 127275.117  1973.465     957.909        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.75       0.1250      0.3543    Yes
      2      US#6[M19]       60.00        0.88       2.75       0.3540      0.5833     No
      2      US#6[M19]       60.00        0.88       2.75       0.5833      0.8127    Yes
      2      US#6[M19]       60.00        0.88       2.75       0.8123      1.0417     No
      2      US#6[M19]       60.00        0.88       2.75       1.0417      1.2710    Yes
      2      US#6[M19]       60.00        0.88       4.25       1.2707      1.6250     No
      2      US#6[M19]       60.00        0.88       4.25       1.6250      1.9793    Yes
      2      US#6[M19]       60.00        0.88       4.25       1.9790      2.3333     No
      2      US#6[M19]       60.00        0.88       6.00       2.3333      6.3333    Yes
      2      US#6[M19]       60.00        0.88       7.00       6.3333      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     14.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.4167     28.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      28.4167     47.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      47.1670    104.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00     104.1631    122.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     122.9134    136.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     136.9134    144.4134    Yes
      2      US#6[M19]       60.00        0.88       7.00     144.4134    144.9967    Yes
      2      US#6[M19]       60.00        0.88       6.00     144.9967    148.9967    Yes
      2      US#6[M19]       60.00        0.88       4.25     148.9967    149.3510     No
      2      US#6[M19]       60.00        0.88       4.25     149.3507    149.7050    Yes
      2      US#6[M19]       60.00        0.88       4.25     149.7050    150.0594     No
      2      US#6[M19]       60.00        0.88       2.75     150.0590    150.2884    Yes
      2      US#6[M19]       60.00        0.88       2.75     150.2884    150.5177     No
      2      US#6[M19]       60.00        0.88       2.75     150.5174    150.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75     150.7467    150.9760     No
      2      US#6[M19]       60.00        0.88       2.75     150.9757    151.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     151.2050    151.3300     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 151.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 13.0200 in2       Ycg =  5.53 in
         P_init    =     2552.6 kips  Ecc = 23.22 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.93 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.671 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -8.32 ksi    0.00 ksi
    due to Composite Loads                                 -2.88 ksi    0.00 ksi
    due to Live Loads                                      -6.14 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.60 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.93 ksi  (10.17 %)            10.72 ksi ( 5.47 %)
Total Prestress Losses                                    30.65 ksi (15.63 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 165.4 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
Self wt.  : M       0.0   145.0   183.6   824.6  1498.7  1980.2  2269.1  2365.4
(Max)       V      63.1    61.1    60.6    50.9    38.2    25.5    12.7     0.0
DL-Prec.  : M       0.0    20.6    26.1   117.4   213.4   281.9   323.1   336.8
DC(Max)     V       9.0     8.7     8.6     7.2     5.4     3.6     1.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   154.0   195.0   876.0  1592.1  2103.6  2410.5  2512.9
Haunch (Max)V      67.0    64.9    64.4    54.1    40.6    27.0    13.5     0.0
Diaphragm : M       0.0     1.2     1.5     7.2    14.8    22.4    27.5    27.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    51.0    64.6   290.2   527.5   696.9   798.6   832.5
DC(Max)     V      22.2    21.5    21.3    17.9    13.4     9.0     4.5     0.0
DL-Comp   : M       0.0    27.6    34.9   156.9   285.1   376.7   431.7   450.0
DW(Max)     V      12.0    11.6    11.5     9.7     7.3     4.8     2.4     0.0
LL + I    : M+      0.0   214.8   271.9  1217.1  2199.7  2885.3  3294.7  3415.9
            V     156.6   153.1   152.2   135.2   113.3    91.4    60.8    38.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   156.6   153.1   152.2   135.3   115.2    96.1    78.1    61.3
            M      -0.0   211.9   267.9  1172.9  2042.4  2575.7  2802.6  2752.7
Total     : M+      0.0   614.3   777.6  3489.4  6331.3  8347.1  9555.3  9941.0
            V     330.3   321.5   319.1   275.5   218.7   161.8    95.8    38.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   330.3   321.5   319.1   275.7   220.5   166.5   113.1    61.3
            M      -0.0   611.4   773.6  3445.2  6174.0  8037.6  9063.2  9277.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    90.13  105.27  120.40  135.53  147.03  147.66  150.00
Self wt.  : M    2269.1  1980.2  1498.7   824.6   183.6   145.0     0.0
(Max)       V      12.7    25.5    38.2    50.9    60.6    61.1    63.1
DL-Prec.  : M     323.1   281.9   213.4   117.4    26.1    20.6     0.0
DC(Max)     V       1.8     3.6     5.4     7.2     8.6     8.7     9.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2410.5  2103.6  1592.1   876.0   195.0   154.0     0.0
Haunch (Max)V      13.5    27.0    40.6    54.1    64.4    64.9    67.0
Diaphragm : M      27.5    22.4    14.8     7.2     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     798.6   696.9   527.5   290.2    64.6    51.0     0.0
DC(Max)     V       4.5     9.0    13.4    17.9    21.3    21.5    22.2
DL-Comp   : M     431.7   376.7   285.1   156.9    34.9    27.6     0.0
DW(Max)     V       2.4     4.8     7.3     9.7    11.5    11.6    12.0
LL + I    : M+   3294.7  2885.3  2199.7  1217.1   271.9   214.8     0.0
            V      60.8    91.4   113.3   135.2   152.2   153.1   156.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    78.1    96.1   115.2   135.3   152.2   153.1   156.6
            M    2802.6  2575.7  2042.4  1172.9   267.9   211.9    -0.0
Total     : M+   9555.3  8347.1  6331.3  3489.4   777.6   614.3     0.0
            V      95.8   161.8   218.7   275.5   319.1   321.5   330.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   113.1   166.5   220.5   275.7   319.1   321.5   330.3
            M    9063.2  8037.6  6174.0  3445.2   773.6   611.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               63.1             63.1
Deck+Haunch            67.0             67.0
Diaphragm               0.5              0.5
DL-Prec.(DC)            9.0              9.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          111.0            111.0
DL-Comp.(DW)           60.0             60.0
Live                  115.5            115.5
        Truck          67.5             67.5
        Lane           48.0             48.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
Self wt.  : M       0.0   145.0   183.6   824.6  1498.7  1980.2  2269.1  2365.4
(Max)       V      63.1    61.1    60.6    50.9    38.2    25.5    12.7     0.0
DL-Prec.  : M       0.0    20.6    26.1   117.4   213.4   281.9   323.1   336.8
DC(Max)     V       9.0     8.7     8.6     7.2     5.4     3.6     1.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   154.0   195.0   876.0  1592.1  2103.6  2410.5  2512.9
Haunch (Max)V      67.0    64.9    64.4    54.1    40.6    27.0    13.5     0.0
Diaphragm : M       0.0     1.2     1.5     7.2    14.8    22.4    27.5    27.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    51.0    64.6   290.2   527.5   696.9   798.6   832.5
DC(Max)     V      22.2    21.5    21.3    17.9    13.4     9.0     4.5     0.0
DL-Comp   : M       0.0    27.6    34.9   156.9   285.1   376.7   431.7   450.0
DW(Max)     V      12.0    11.6    11.5     9.7     7.3     4.8     2.4     0.0
LL + I    : M+      0.0   171.8   217.5   973.7  1759.8  2308.2  2635.8  2732.7
            V     125.2   122.5   121.7   108.1    90.6    73.1    48.6    31.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   125.2   122.5   121.8   108.3    92.1    76.9    62.5    49.0
            M      -0.0   169.5   214.3   938.3  1633.9  2060.6  2242.1  2202.1
Total     : M+      0.0   571.3   723.2  3246.0  5891.4  7770.0  8896.3  9257.8
            V     299.0   290.9   288.6   248.5   196.0   143.5    83.6    31.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   299.0   290.9   288.7   248.6   197.5   147.3    97.5    49.0
            M      -0.0   569.0   720.0  3210.6  5765.5  7522.4  8502.6  8727.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    90.13  105.27  120.40  135.53  147.03  147.66  150.00
Self wt.  : M    2269.1  1980.2  1498.7   824.6   183.6   145.0     0.0
(Max)       V      12.7    25.5    38.2    50.9    60.6    61.1    63.1
DL-Prec.  : M     323.1   281.9   213.4   117.4    26.1    20.6     0.0
DC(Max)     V       1.8     3.6     5.4     7.2     8.6     8.7     9.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2410.5  2103.6  1592.1   876.0   195.0   154.0     0.0
Haunch (Max)V      13.5    27.0    40.6    54.1    64.4    64.9    67.0
Diaphragm : M      27.5    22.4    14.8     7.2     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     798.6   696.9   527.5   290.2    64.6    51.0     0.0
DC(Max)     V       4.5     9.0    13.4    17.9    21.3    21.5    22.2
DL-Comp   : M     431.7   376.7   285.1   156.9    34.9    27.6     0.0
DW(Max)     V       2.4     4.8     7.3     9.7    11.5    11.6    12.0
LL + I    : M+   2635.8  2308.2  1759.8   973.7   217.5   171.8     0.0
            V      48.6    73.1    90.6   108.1   121.7   122.5   125.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    62.5    76.9    92.1   108.3   121.8   122.5   125.2
            M    2242.1  2060.6  1633.9   938.3   214.3   169.5    -0.0
Total     : M+   8896.3  7770.0  5891.4  3246.0   723.2   571.3     0.0
            V      83.6   143.5   196.0   248.5   288.6   290.9   299.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    97.5   147.3   197.5   248.6   288.7   290.9   299.0
            M    8502.6  7522.4  5765.5  3210.6   720.0   569.0    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
Self wt.  : M       0.0   181.2   229.4  1030.7  1873.4  2475.3  2836.4  2956.8
(Max)       V      78.8    76.4    75.7    63.6    47.7    31.8    15.9     0.0
Self wt.  : M       0.0   130.5   165.2   742.1  1348.8  1782.2  2042.2  2128.9
(Min)       V      56.8    55.0    54.5    45.8    34.4    22.9    11.5     0.0
DL-Prec.  : M       0.0    25.8    32.7   146.8   266.7   352.4   403.9   421.0
DC(Max)     V      11.2    10.9    10.8     9.1     6.8     4.5     2.3     0.0
DL-Prec.  : M       0.0    18.6    23.5   105.7   192.1   253.8   290.8   303.1
DC(Min)     V       8.1     7.8     7.8     6.5     4.9     3.3     1.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   192.5   243.7  1095.0  1990.1  2629.5  3013.2  3141.1
Haunch (Max)V      83.8    81.2    80.4    67.6    50.7    33.8    16.9     0.0
Deck +    : M       0.0   138.6   175.5   788.4  1432.9  1893.3  2169.5  2261.6
Haunch (Min)V      60.3    58.4    57.9    48.7    36.5    24.3    12.2     0.0
Diaphragm : M       0.0     1.5     1.9     9.0    18.5    28.0    34.4    34.4
(Max)       V       0.6     0.6     0.6     0.6     0.6     0.6     0.0     0.0
Diaphragm : M       0.0     1.1     1.3     6.5    13.3    20.1    24.7    24.7
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    63.8    80.8   362.8   659.3   871.2   998.3  1040.6
DC(Max)     V      27.8    26.9    26.7    22.4    16.8    11.2     5.6     0.0
DL-Comp   : M       0.0    45.9    58.1   261.2   474.7   627.2   718.7   749.3
DC(Min)     V      20.0    19.4    19.2    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    41.4    52.4   235.3   427.7   565.1   647.5   675.0
DW(Max)     V      18.0    17.4    17.3    14.5    10.9     7.3     3.6     0.0
DL-Comp   : M       0.0    17.9    22.7   102.0   185.3   244.9   280.6   292.5
DW(Min)     V       7.8     7.6     7.5     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   375.9   475.8  2130.0  3849.5  5049.2  5765.8  5977.9
            V     274.0   267.9   266.3   236.5   198.2   159.9   106.4    68.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   274.0   268.0   266.3   236.8   201.5   168.2   136.7   107.2
            M      -0.0   370.8   468.8  2052.6  3574.2  4507.6  4904.6  4817.1
Total     : M+      0.0   882.1  1116.7  5009.6  9085.3 11970.6 13699.4 14246.7
            V     494.2   481.3   477.8   414.4   331.8   249.2   150.7    68.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   494.2   481.3   477.9   414.7   335.1   257.4   181.0   107.2
            M      -0.0   877.0  1109.7  4932.2  8810.0 11429.0 12838.2 13086.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    90.13  105.27  120.40  135.53  147.03  147.66  150.00
Self wt.  : M    2836.4  2475.3  1873.4  1030.7   229.4   181.2     0.0
(Max)       V      15.9    31.8    47.7    63.6    75.7    76.4    78.8
Self wt.  : M    2042.2  1782.2  1348.8   742.1   165.2   130.5     0.0
(Min)       V      11.5    22.9    34.4    45.8    54.5    55.0    56.8
DL-Prec.  : M     403.9   352.4   266.7   146.8    32.7    25.8     0.0
DC(Max)     V       2.3     4.5     6.8     9.1    10.8    10.9    11.2
DL-Prec.  : M     290.8   253.8   192.1   105.7    23.5    18.6     0.0
DC(Min)     V       1.6     3.3     4.9     6.5     7.8     7.8     8.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    3013.2  2629.5  1990.1  1095.0   243.7   192.5     0.0
Haunch (Max)V      16.9    33.8    50.7    67.6    80.4    81.2    83.8
Deck +    : M    2169.5  1893.3  1432.9   788.4   175.5   138.6     0.0
Haunch (Min)V      12.2    24.3    36.5    48.7    57.9    58.4    60.3
Diaphragm : M      34.4    28.0    18.5     9.0     1.9     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      24.7    20.1    13.3     6.5     1.3     1.1     0.0
(Min)       V       0.0     0.4     0.4     0.4     0.4     0.4     0.4
DL-Comp   : M     998.3   871.2   659.3   362.8    80.8    63.8     0.0
DC(Max)     V       5.6    11.2    16.8    22.4    26.7    26.9    27.8
DL-Comp   : M     718.7   627.2   474.7   261.2    58.1    45.9     0.0
DC(Min)     V       4.0     8.1    12.1    16.1    19.2    19.4    20.0
DL-Comp   : M     647.5   565.1   427.7   235.3    52.4    41.4     0.0
DW(Max)     V       3.6     7.3    10.9    14.5    17.3    17.4    18.0
DL-Comp   : M     280.6   244.9   185.3   102.0    22.7    17.9     0.0
DW(Min)     V       1.6     3.1     4.7     6.3     7.5     7.6     7.8
LL + I    : M+   5765.8  5049.2  3849.5  2130.0   475.8   375.9     0.0
            V     106.4   159.9   198.2   236.5   266.3   267.9   274.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   136.7   168.2   201.5   236.8   266.3   268.0   274.0
            M    4904.6  4507.5  3574.2  2052.6   468.8   370.8    -0.0
Total     : M+  13699.4 11970.6  9085.3  5009.6  1116.7   882.1     0.0
            V     150.7   249.2   331.8   414.4   477.8   481.3   494.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   181.0   257.4   335.1   414.7   477.9   481.3   494.2
            M   12838.2 11429.0  8810.0  4932.2  1109.7   877.0    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               78.8             78.8
Deck+Haunch            83.8             83.8
Diaphragm               0.6              0.6
DL-Prec.(DC)           11.2             11.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          138.8            138.8
DL-Comp.(DW)           90.0             90.0
Live                  202.2            202.2
        Truck         118.2            118.2
        Lane           84.0             84.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
Self wt.  : M       0.0   145.0   183.6   824.6  1498.7  1980.2  2269.1  2365.4
(Max)       V      63.1    61.1    60.6    50.9    38.2    25.5    12.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    20.6    26.1   117.4   213.4   281.9   323.1   336.8
DC(Max)     V       9.0     8.7     8.6     7.2     5.4     3.6     1.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   154.0   195.0   876.0  1592.1  2103.6  2410.5  2512.9
Haunch (Max)V      67.0    64.9    64.4    54.1    40.6    27.0    13.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     1.2     1.5     7.2    14.8    22.4    27.5    27.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    51.0    64.6   290.2   527.5   696.9   798.6   832.5
DC(Max)     V      22.2    21.5    21.3    17.9    13.4     9.0     4.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    27.6    34.9   156.9   285.1   376.7   431.7   450.0
DW(Max)     V      12.0    11.6    11.5     9.7     7.3     4.8     2.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   132.1   167.1   742.1  1323.3  1731.1  1955.3  1980.2
            V     116.2   114.1   113.5   103.0    89.8    67.5    54.3    41.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.2   114.1   113.5   103.0    89.8    76.5    63.3    50.1
            M       0.0   132.1   167.1   742.1  1323.3  1705.0  1887.4  1870.4
Total     : M+      0.0   531.6   672.8  3014.4  5454.8  7192.9  8215.9  8505.2
            V     290.0   282.5   280.4   243.3   195.1   137.9    89.3    41.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   290.0   282.5   280.4   243.3   195.1   147.0    98.3    50.1
            M       0.0   531.6   672.8  3014.4  5454.8  7166.8  8147.9  8395.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    90.13  105.27  120.40  135.53  147.03  147.66  150.00
Self wt.  : M    2269.1  1980.2  1498.7   824.6   183.6   145.0     0.0
(Max)       V      12.7    25.5    38.2    50.9    60.6    61.1    63.1
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     323.1   281.9   213.4   117.4    26.1    20.6     0.0
DC(Max)     V       1.8     3.6     5.4     7.2     8.6     8.7     9.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2410.5  2103.6  1592.1   876.0   195.0   154.0     0.0
Haunch (Max)V      13.5    27.0    40.6    54.1    64.4    64.9    67.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      27.5    22.4    14.8     7.2     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     798.6   696.9   527.5   290.2    64.6    51.0     0.0
DC(Max)     V       4.5     9.0    13.4    17.9    21.3    21.5    22.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     431.7   376.7   285.1   156.9    34.9    27.6     0.0
DW(Max)     V       2.4     4.8     7.3     9.7    11.5    11.6    12.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1955.3  1731.1  1323.3   742.1   167.1   132.1     0.0
            V      54.3    67.5    89.8   103.0   113.5   114.1   116.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.3    76.5    89.8   103.0   113.5   114.1   116.2
            M    1887.4  1705.0  1323.3   742.1   167.1   132.1     0.0
Total     : M+   8215.9  7192.9  5454.8  3014.4   672.8   531.6     0.0
            V      89.3   137.9   195.1   243.3   280.4   282.5   290.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    98.3   147.0   195.1   243.3   280.4   282.5   290.0
            M    8147.9  7166.8  5454.8  3014.4   672.8   531.6     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   15.13   30.27   45.40   60.53   75.67
 
Beam-Self
Precast-top    0.182   0.841   1.487   1.939   2.198   2.289 
Bottom        -0.145  -0.659  -1.154  -1.488  -1.670  -1.739 
 
Prestress
Precast-top    0.286  -0.136  -0.579  -1.011  -1.432  -1.432 
Bottom         4.898   5.371   5.689   5.993   6.281   6.281 
 
Total
Precast-top    0.468   0.705   0.908   0.927   0.766   0.857 
Bottom         4.754   4.711   4.535   4.504   4.611   4.542 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.31 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
 
Prestress
Precast-top    0.072   0.245   0.228  -0.117  -0.496  -0.867  -1.227  -1.227
Bottom         0.985   4.197   4.210   4.602   4.875   5.135   5.382   5.382
 
Self wt.
Precast-top   -0.000   0.141   0.179   0.800   1.447   1.898   2.157   2.249
Bottom        -0.000  -0.112  -0.142  -0.627  -1.122  -1.457  -1.639  -1.709
 
DL-Prec (DC)
Precast-top   -0.000   0.020   0.025   0.114   0.206   0.270   0.307   0.320
Bottom        -0.000  -0.016  -0.020  -0.089  -0.160  -0.208  -0.233  -0.243
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.007   0.014   0.021   0.026   0.026
Bottom        -0.000  -0.001  -0.001  -0.006  -0.011  -0.016  -0.020  -0.020
 
Deck + Haunch
Precast-top   -0.000   0.150   0.190   0.850   1.537   2.017   2.292   2.389
Bottom        -0.000  -0.119  -0.151  -0.666  -1.192  -1.548  -1.742  -1.816
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.069   0.125   0.165   0.188   0.196
Precast-top   -0.000   0.011   0.014   0.061   0.110   0.145   0.165   0.172
Bottom        -0.000  -0.027  -0.034  -0.153  -0.275  -0.360  -0.408  -0.425
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.037   0.068   0.089   0.101   0.106
Precast-top   -0.000   0.006   0.007   0.033   0.059   0.078   0.089   0.093
Bottom        -0.000  -0.015  -0.019  -0.083  -0.149  -0.194  -0.220  -0.230
 
LL+I(+)
Topping-top   -0.000   0.052   0.065   0.291   0.523   0.682   0.774   0.803
Precast-top   -0.000   0.045   0.057   0.255   0.459   0.599   0.681   0.706
Bottom        -0.000  -0.114  -0.145  -0.641  -1.147  -1.489  -1.682  -1.744
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.070   0.089   0.398   0.716   0.936   1.063   1.104 
Precast-top    0.072   0.619   0.702   2.003   3.336   4.162   4.491   4.729 
Bottom         0.985   3.793   3.698   2.337   0.819  -0.138  -0.562  -0.804 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.024   0.107   0.193   0.254   0.289   0.301 
Precast-top    0.072   0.574   0.645   1.749   2.877   3.563   3.810   4.023 
Bottom         0.985   3.908   3.843   2.978   1.966   1.351   1.120   0.940 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   15.13   30.27   45.40   60.53   75.67
 
Beam-Self
Precast-top    0.182   0.841   1.487   1.939   2.198   2.289 
Bottom        -0.145  -0.659  -1.154  -1.488  -1.670  -1.739 
 
Prestress
Precast-top    0.286  -0.136  -0.579  -1.011  -1.432  -1.432 
Bottom         4.898   5.371   5.689   5.993   6.281   6.281 
 
Total
Precast-top    0.468   0.705   0.908   0.927   0.766   0.857 
Bottom         4.754   4.711   4.535   4.504   4.611   4.542 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.31 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
 
Prestress
Precast-top    0.072   0.245   0.228  -0.117  -0.496  -0.867  -1.227  -1.227
Bottom         0.985   4.197   4.210   4.602   4.875   5.135   5.382   5.382
 
Self wt.
Precast-top   -0.000   0.141   0.179   0.800   1.447   1.898   2.157   2.249
Bottom        -0.000  -0.112  -0.142  -0.627  -1.122  -1.457  -1.639  -1.709
 
DL-Prec (DC)
Precast-top   -0.000   0.020   0.025   0.114   0.206   0.270   0.307   0.320
Bottom        -0.000  -0.016  -0.020  -0.089  -0.160  -0.208  -0.233  -0.243
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.007   0.014   0.021   0.026   0.026
Bottom        -0.000  -0.001  -0.001  -0.006  -0.011  -0.016  -0.020  -0.020
 
Deck + Haunch
Precast-top   -0.000   0.150   0.190   0.850   1.537   2.017   2.292   2.389
Bottom        -0.000  -0.119  -0.151  -0.666  -1.192  -1.548  -1.742  -1.816
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.069   0.125   0.165   0.188   0.196
Precast-top   -0.000   0.011   0.014   0.061   0.110   0.145   0.165   0.172
Bottom        -0.000  -0.027  -0.034  -0.153  -0.275  -0.360  -0.408  -0.425
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.037   0.068   0.089   0.101   0.106
Precast-top   -0.000   0.006   0.007   0.033   0.059   0.078   0.089   0.093
Bottom        -0.000  -0.015  -0.019  -0.083  -0.149  -0.194  -0.220  -0.230
 
LL+I(+)
Topping-top   -0.000   0.041   0.052   0.233   0.418   0.546   0.619   0.642
Precast-top   -0.000   0.036   0.046   0.204   0.367   0.479   0.545   0.565
Bottom        -0.000  -0.092  -0.116  -0.513  -0.918  -1.191  -1.345  -1.395
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.060   0.076   0.339   0.611   0.799   0.908   0.943 
Precast-top    0.072   0.610   0.691   1.952   3.244   4.042   4.355   4.588 
Bottom         0.985   3.816   3.727   2.465   1.048   0.160  -0.225  -0.455 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
F_LL+I(+)
Topping-top   -0.000   0.032   0.040   0.177   0.314   0.409   0.459   0.465
Precast-top   -0.000   0.028   0.035   0.155   0.276   0.360   0.404   0.409
Bottom        -0.000  -0.070  -0.089  -0.391  -0.690  -0.893  -0.998  -1.011
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.052   0.231   0.411   0.536   0.604   0.616 
Precast-top    0.036   0.315   0.358   1.030   1.715   2.141   2.309   2.421 
Bottom         0.493   1.883   1.832   1.098   0.293  -0.218  -0.438  -0.541 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 3,  STRENGTH I
Using General Beta Theta Equation procedure - Art.5.7.3.4
Location (ft)
     Vu      bv    de     Aps      Vp    eps_x  Theta  Vs-reqd    Av/s    Av-prvd   Al_reqd
   (kips)   (in)  (in)   (in2)   (kips)                 (kips)  (in2/ft)  (in2/ft)   (in2)

    Mcor     a     dv      fpo   vu/fc   Vc-com  Beta  Max.spc.  min.Av/s  pVn/Vu       
    (kft)   (in)  (in)    (ksi)          (kips)          (in)    (in2/ft)             
*******************************************************************************************
Bearing :   0.67
    494.2    6.5   66.0    1.442   6.4   6.00e-3 50.0    506.5     1.845    3.840      0.00
      0.0    1.2   65.4     41.9 0.134      36.2 0.87    12.00     0.127    1.852 
Transfer:   3.00
    481.3    6.5   66.0    6.506  28.8  -0.07e-3 28.7    301.8     0.522    1.760      0.00
    877.0    5.2   63.4    189.0 0.129     204.2 5.08    12.00     0.127    1.885 
Critical:   5.92
    465.2    6.5   66.0    7.686  28.8  -0.13e-3 28.5    275.5     0.475    1.760      0.00
   1877.7    6.0   63.0    189.0 0.125     212.5 5.33    12.00     0.127    1.938 
0.1L    :  15.13
    414.7    6.5   66.1   10.416  28.8  -0.14e-3 28.5    222.1     0.391    0.620      0.00
   4932.2    8.6   61.8    189.0 0.113     209.7 5.36    24.00     0.127    1.283 
0.2L    :  30.27
    335.1    6.5   61.8   12.586  28.8  -0.05e-3 28.8    162.0     0.310    0.496      0.00
   8810.0    8.7   57.4    189.0 0.097     181.5 4.99    24.00     0.127    1.260 
0.3L    :  45.40
    257.4    6.5   63.3   13.020  28.8   0.26e-3 29.9    107.0     0.209    0.496      0.00
  11429.0    8.8   58.9    189.0 0.071     150.2 4.02    24.00     0.127    1.514 
0.4L    :  60.53
    181.0    6.5   65.7   13.020   0.0   0.63e-3 31.2     74.5     0.147    0.413      0.00
  12838.2    8.8   61.3    189.0 0.053     126.6 3.26    24.00     0.127    1.669 
0.5L    :  75.67
    107.2    6.5   65.7   13.020   0.0   0.56e-3 31.0      0.0     0.127    0.413      0.00
  13086.0    8.8   61.3    189.0 0.031     131.2 3.38    24.00     0.127    2.874 
0.6L    :  90.80
    181.0    6.5   65.7   13.020   0.0   0.63e-3 31.2     74.5     0.147    0.413      0.00
  12838.2    8.8   61.3    189.0 0.053     126.6 3.26    24.00     0.127    1.669 
0.7L    : 105.93
    257.4    6.5   63.3   13.020  28.8   0.26e-3 29.9    107.0     0.209    0.496      0.00
  11429.0    8.8   58.9    189.0 0.071     150.2 4.02    24.00     0.127    1.514 
0.8L    : 121.06
    335.1    6.5   61.8   12.586  28.8  -0.05e-3 28.8    162.0     0.310    0.496      0.00
   8810.0    8.7   57.4    189.0 0.097     181.5 4.99    24.00     0.127    1.260 
0.9L    : 136.20
    414.7    6.5   66.1   10.416  28.8  -0.14e-3 28.5    222.1     0.391    0.620      0.00
   4932.2    8.6   61.8    189.0 0.113     209.7 5.36    24.00     0.127    1.283 
Critical: 145.41
    465.2    6.5   66.0    7.686  28.8  -0.13e-3 28.5    275.5     0.475    1.760      0.00
   1877.7    6.0   63.0    189.0 0.125     212.5 5.33    12.00     0.127    1.938 
Transfer: 148.33
    481.3    6.5   66.0    6.506  28.8  -0.07e-3 28.7    301.8     0.522    1.760      0.00
    877.0    5.2   63.4    189.0 0.129     204.2 5.08    12.00     0.127    1.885 
Bearing : 150.67
    494.2    6.5   66.0    1.442   6.4   6.00e-3 50.0    506.5     1.845    3.840      0.00
      0.0    1.2   65.4     41.9 0.134      36.2 0.87    12.00     0.127    1.852 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 2467.11
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    4.93
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 3
(Beam and Slab effects are INCLUDED in Vu).
Computed Interface width considered to be engaged in shear transfer, bvi = 34.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    494.2      8.39     66.03    1.17       65.45    24.00      0.340      1.947      0.000      3.840 
Transfer:      2.33
    481.3      8.43     66.03    5.17       63.45    24.00      0.340      1.960      0.000      1.760 
Critical:      5.25
    465.3      8.20     66.03    6.01       63.03    24.00      0.340      1.884      0.000      1.760 
0.1L    :     14.47
    414.7      7.46     66.08    8.57       61.80    24.00      0.340      1.635      0.000      0.620 
0.2L    :     29.60
    335.1      6.48     61.80    8.74       57.43    24.00      0.340      1.311      0.000      0.496 
0.3L    :     44.73
    257.4      4.85     63.32    8.79       58.92    24.00      0.340      0.768      0.000      0.496 
0.4L    :     59.87
    181.0      3.28     65.72    8.83       61.30    24.00      0.340      0.244      0.000      0.413 
0.5L    :     75.00
    107.2      1.94     65.72    8.83       61.30    24.00      0.340      0.000      0.000      0.413 
0.6L    :     90.13
    181.0      3.28     65.72    8.83       61.30    24.00      0.340      0.244      0.000      0.413 
0.7L    :    105.27
    257.4      4.85     63.32    8.79       58.92    24.00      0.340      0.768      0.000      0.496 
0.8L    :    120.40
    335.1      6.48     61.80    8.74       57.43    24.00      0.340      1.311      0.000      0.496 
0.9L    :    135.53
    414.7      7.46     66.08    8.57       61.80    24.00      0.340      1.635      0.000      0.620 
Critical:    144.75
    465.3      8.20     66.03    6.01       63.03    24.00      0.340      1.884      0.000      1.760 
Transfer:    147.66
    481.3      8.43     66.03    5.17       63.45    24.00      0.340      1.960      0.000      1.760 
Bearing :    150.00
    494.2      8.39     66.03    1.17       65.45    24.00      0.340      1.947      0.000      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 14.47 ft
Prestress      :       3.105  1.80      5.589  2.20      6.831
Self Wt.       :      -1.359  1.85     -2.515  2.40     -3.262
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.746            3.075            3.569
 
At 0.2 x L = 29.60 ft
Prestress      :       5.567  1.80     10.020  2.20     12.247
Self Wt.       :      -2.546  1.85     -4.710  2.40     -6.110
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.021            5.310            6.137
 
At 0.3 x L = 44.73 ft
Prestress      :       7.317  1.80     13.171  2.20     16.098
Self Wt.       :      -3.446  1.85     -6.375  2.40     -8.270
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.872            6.797            7.829
 
At 0.4 x L = 59.87 ft
Prestress      :       8.305  1.80     14.949  2.20     18.271
Self Wt.       :      -3.985  1.85     -7.372  2.40     -9.563
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.320            7.577            8.708
 
At 0.5 x L = 75.00 ft
Prestress      :       8.690  1.80     15.641  2.20     19.117
Self Wt.       :      -4.184  1.85     -7.741  2.40    -10.042
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.505            7.900            9.075
 
At 0.6 x L = 90.13 ft
Prestress      :       8.305  1.80     14.949  2.20     18.271
Self Wt.       :      -3.985  1.85     -7.372  2.40     -9.563
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.320            7.577            8.708
 
At 0.7 x L = 105.27 ft
Prestress      :       7.317  1.80     13.171  2.20     16.098
Self Wt.       :      -3.446  1.85     -6.375  2.40     -8.270
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.872            6.797            7.829
 
At 0.8 x L = 120.40 ft
Prestress      :       5.567  1.80     10.020  2.20     12.247
Self Wt.       :      -2.546  1.85     -4.710  2.40     -6.110
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.021            5.310            6.137
 
At 0.9 x L = 135.53 ft
Prestress      :       3.105  1.80      5.589  2.20      6.831
Self Wt.       :      -1.359  1.85     -2.515  2.40     -3.262
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.746            3.075            3.569
 

ULTIMATE - Span : 1, Beam : 3,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.33
   882.1    56.2  8.202  261.6    6.2   5.17   9591.4  0.030T 1.00       -       -     -     -  
H/2     :   2.97
  1116.7    56.3  8.523  261.3    6.5   5.37   9955.7  0.029T 1.00       -       -     -     -  
0.1L    :  14.47
  5009.6    58.4 12.950  256.6   10.3   8.57  15053.8  0.017T 1.00  11046.0  6662.7    1.36    -  
0.2L    :  29.60
  9085.3    60.9 13.020  256.9   10.6   8.74  15853.0  0.017T 1.00  11105.3 11105.3    1.43    -  
0.3L    :  44.73
 11970.6    63.3 13.020  257.3   10.6   8.79  16547.6  0.017T 1.00  11368.9 11368.9    1.46    -  
0.4L    :  59.87
 13699.4    65.7 13.020  257.7   10.7   8.83  17242.6  0.016T 1.00  11827.8 11827.8    1.46    -  
0.5L    :  75.00
 14246.7    65.7 13.020  257.7   10.7   8.83  17242.6  0.016T 1.00  11739.6 11739.6    1.47    -  
0.6L    :  90.13
 13699.4    65.7 13.020  257.7   10.7   8.83  17242.6  0.016T 1.00  11827.8 11827.8    1.46    -  
0.7L    : 105.27
 11970.6    63.3 13.020  257.3   10.6   8.79  16547.6  0.017T 1.00  11368.9 11368.9    1.46    -  
0.8L    : 120.40
  9085.3    60.9 13.020  256.9   10.6   8.74  15853.0  0.017T 1.00  11105.3 11105.3    1.43    -  
0.9L    : 135.53
  5009.6    58.4 12.950  256.6   10.3   8.57  15053.8  0.017T 1.00  11046.0  6662.7    1.36    -  
H/2     : 147.03
  1116.7    56.3  8.523  261.3    6.5   5.37   9955.7  0.029T 1.00       -       -     -     -  
Transfer: 147.66
   882.1    56.2  8.202  261.6    6.2   5.17   9591.4  0.030T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 3; Groups 1-30; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.102    0.445
        M   2.00 Fb     0.095   -0.175
 
  2   2 E  60.00 Ft     0.407    0.717
        M  12.00 Fb     0.031   -0.213
 
  3   2 E  58.00 Ft     0.697    0.975
        M  10.00 Fb    -0.023   -0.240
 
  4   2 E  56.00 Ft     0.974    1.219
        M   8.00 Fb    -0.065   -0.256
 
  5   2 E  54.00 Ft     1.236    1.449
        M   6.00 Fb    -0.097   -0.261
 
  6   2 E  52.00 Ft     1.485    1.665
        M   4.00 Fb    -0.117   -0.256
 
  7   2 E  50.00 Ft     1.720    1.868
        M   2.00 Fb    -0.127   -0.240
 
  8   2 E  10.00 Ft     1.695    1.844
        M  10.00 Fb     0.069   -0.045
 
  9   2 E  10.00 Ft     1.670    1.820
        M  10.00 Fb     0.266    0.150
 
 10   2 E   8.00 Ft     1.632    1.782
        M   8.00 Fb     0.473    0.355
 
 11   2 E   8.00 Ft     1.593    1.744
        M   8.00 Fb     0.681    0.561
 
 12   2 E   8.00 Ft     1.554    1.706
        M   8.00 Fb     0.888    0.766
 
 13   2 E   8.00 Ft     1.516    1.668
        M   8.00 Fb     1.095    0.972
 
 14   2 E   6.00 Ft     1.463    1.617
        M   6.00 Fb     1.314    1.188
 
 15   2 E   6.00 Ft     1.411    1.565
        M   6.00 Fb     1.532    1.404
 
 16   2 E   6.00 Ft     1.358    1.514
        M   6.00 Fb     1.750    1.621
 
 17   2 E   6.00 Ft     1.306    1.462
        M   6.00 Fb     1.969    1.837
 
 18   2 E   6.00 Ft     1.253    1.410
        M   6.00 Fb     2.187    2.053
 
 19   2 E   6.00 Ft     1.201    1.359
        M   6.00 Fb     2.406    2.270
 
 20   2 E   4.00 Ft     1.134    1.293
        M   4.00 Fb     2.635    2.497
 
 21   2 E   4.00 Ft     1.134    1.228
        M   4.00 Fb     2.635    2.725
 
 22   2 E   4.00 Ft     1.068    1.162
        M   4.00 Fb     2.864    2.953
 
 23   2 E   4.00 Ft     1.002    1.097
        M   4.00 Fb     3.094    3.180
 
 24   2 E   4.00 Ft     0.935    1.031
        M   4.00 Fb     3.323    3.407
 
 25   2 E   4.00 Ft     0.869    0.966
        M   4.00 Fb     3.552    3.634
 
 26   2 E   2.00 Ft     0.789    0.887
        M   2.00 Fb     3.792    3.872
 
 27   2 E   2.00 Ft     0.709    0.808
        M   2.00 Fb     4.033    4.110
 
 28   2 E   2.00 Ft     0.629    0.728
        M   2.00 Fb     4.273    4.348
 
 29   2 E   2.00 Ft     0.548    0.649
        M   2.00 Fb     4.513    4.587
 
 30   2 E   2.00 Ft     0.468    0.570
        M   2.00 Fb     4.754    4.825
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 151.33            Release Length, ft: 151.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  60
No. of strands, Draped:  12           No. of strands, Straight:  48
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.5 ksi  f'ct   4.5 ksi
Initial losses: 10.17 %               Final losses: 15.63 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.754     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.468       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 17242.61    14246.74     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      16.67 %               OK
      Max. Debond Total                    25.00 %       3.33 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.700   1.104     Midspan    2.025   0.301     Midspan
    Pre.Top:   5.700   4.729     Midspan    4.275   4.023     Midspan
    Pre.Bot:   5.700   3.793    Transfer    4.275   3.908    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.403  -0.000     Bearing
    Pre.Top:  -0.586   0.072     Bearing
    Pre.Bot:  -0.586  -0.455     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.800   2.421     Midspan
    Pre.Bot:                                                             3.800   1.883    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  75.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       8.690  1.80     15.641  2.20     19.117
Self Wt.       :      -4.184  1.85     -7.741  2.40    -10.042
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       4.505            7.900            9.075
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  43.17 ft
Type      : I-Girder                            Curb-to-curb       =  40.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.04/  9.04 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 108.480 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  150.00
     DC  Line       0.085      0.00       0.085  150.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    55.00 
      0.50    95.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 151.330 ft
Release length = 151.330 ft
Design  length = 150.000 ft
 
Kern points:
------------
Upper    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.681   (Calculated)    
Live Moment (1  lane  loaded)  : 0.455   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.136   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.913   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 4
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1477.7 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           970379 in4#
Ht. of c.g.           =        28.75 in             46.23 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1734.5 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7815

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    14.47    29.60    44.73    59.87    75.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    819.8    863.1    863.1    865.1    865.1    865.1    865.1    865.1
  Yb      ,  in    28.55    27.86    27.86    27.68    27.52    27.36    27.20    27.20
  MI(Ixx) , in4   424956   432612   432762   436600   441047   446114   451801   451801
Composite: (At Final, using Ec =  5675.6 ksi )
  Area    , in2   1488.9   1528.3   1528.3   1530.0   1530.0   1530.0   1530.0   1530.0
  Yb      ,  in    46.00    45.20    45.20    45.09    45.00    44.92    44.84    44.84
  MI(Ixx) , in4   980959  1018042  1018361  1027134  1035556  1044559  1054145  1054145

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.50 ksi           4.50 ksi
  Elasticity         =    5675.61 ksi        4435.31 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.70 ksi           2.70 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.28 ksi           2.03 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.80 ksi           1.80 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.59 ksi          -0.40 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  60 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 60.53 ft from member end )
END PATTERN (Ycg = 15.13 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     4 @ 10.000 in     2 @ 50.000 in     2 @ 52.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 5.53 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in     2 @ 12.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     4 @ 10.000 in
SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
21      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.1 ksi
Total Strand Area     =   13.02 in2      Initial Pull          =     2552.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.671 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.589 ft
Holddown Force        =  33.657 kips     Beam Shrtng (PL/AE)   =      1.023 in
 
 
Span: 1, Beam: 4
 
ESTIMATED QUANTITIES
 
  Prestressing   Strands                Beam    Concrete   Stirrups  Longitudinal Bars 
   (linear ft) (LB/1000ft)   (LB)    Vol(C.Y.)   Wt(LB)      (LB)           (LB)       
---------------------------------------------------------------------------------------
      9082.969         740 6721.397     31.426 127275.117  1973.465     957.909        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.75       0.1250      0.3543    Yes
      2      US#6[M19]       60.00        0.88       2.75       0.3540      0.5833     No
      2      US#6[M19]       60.00        0.88       2.75       0.5833      0.8127    Yes
      2      US#6[M19]       60.00        0.88       2.75       0.8123      1.0417     No
      2      US#6[M19]       60.00        0.88       2.75       1.0417      1.2710    Yes
      2      US#6[M19]       60.00        0.88       4.25       1.2707      1.6250     No
      2      US#6[M19]       60.00        0.88       4.25       1.6250      1.9793    Yes
      2      US#6[M19]       60.00        0.88       4.25       1.9790      2.3333     No
      2      US#6[M19]       60.00        0.88       6.00       2.3333      6.3333    Yes
      2      US#6[M19]       60.00        0.88       7.00       6.3333      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     14.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.4167     28.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      28.4167     47.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      47.1670    104.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00     104.1631    122.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     122.9134    136.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     136.9134    144.4134    Yes
      2      US#6[M19]       60.00        0.88       7.00     144.4134    144.9967    Yes
      2      US#6[M19]       60.00        0.88       6.00     144.9967    148.9967    Yes
      2      US#6[M19]       60.00        0.88       4.25     148.9967    149.3510     No
      2      US#6[M19]       60.00        0.88       4.25     149.3507    149.7050    Yes
      2      US#6[M19]       60.00        0.88       4.25     149.7050    150.0594     No
      2      US#6[M19]       60.00        0.88       2.75     150.0590    150.2884    Yes
      2      US#6[M19]       60.00        0.88       2.75     150.2884    150.5177     No
      2      US#6[M19]       60.00        0.88       2.75     150.5174    150.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75     150.7467    150.9760     No
      2      US#6[M19]       60.00        0.88       2.75     150.9757    151.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     151.2050    151.3300     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 151.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 13.0200 in2       Ycg =  5.53 in
         P_init    =     2552.6 kips  Ecc = 23.22 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.93 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.671 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -8.32 ksi    0.00 ksi
    due to Composite Loads                                 -2.88 ksi    0.00 ksi
    due to Live Loads                                      -6.14 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.60 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.93 ksi  (10.17 %)            10.72 ksi ( 5.47 %)
Total Prestress Losses                                    30.65 ksi (15.63 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 165.4 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
Self wt.  : M       0.0   145.0   183.6   824.6  1498.7  1980.2  2269.1  2365.4
(Max)       V      63.1    61.1    60.6    50.9    38.2    25.5    12.7     0.0
DL-Prec.  : M       0.0    20.6    26.1   117.4   213.4   281.9   323.1   336.8
DC(Max)     V       9.0     8.7     8.6     7.2     5.4     3.6     1.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   154.0   195.0   876.0  1592.1  2103.6  2410.5  2512.9
Haunch (Max)V      67.0    64.9    64.4    54.1    40.6    27.0    13.5     0.0
Diaphragm : M       0.0     1.2     1.5     7.2    14.8    22.4    27.5    27.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    51.0    64.6   290.2   527.5   696.9   798.6   832.5
DC(Max)     V      22.2    21.5    21.3    17.9    13.4     9.0     4.5     0.0
DL-Comp   : M       0.0    27.6    34.9   156.9   285.1   376.7   431.7   450.0
DW(Max)     V      12.0    11.6    11.5     9.7     7.3     4.8     2.4     0.0
LL + I    : M+      0.0   214.8   271.9  1217.1  2199.7  2885.3  3294.7  3415.9
            V     156.6   153.1   152.2   135.2   113.3    91.4    60.8    38.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   156.6   153.1   152.2   135.3   115.2    96.1    78.1    61.3
            M      -0.0   211.9   267.9  1172.9  2042.4  2575.7  2802.6  2752.7
Total     : M+      0.0   614.3   777.6  3489.4  6331.3  8347.1  9555.3  9941.0
            V     330.3   321.5   319.1   275.5   218.7   161.8    95.8    38.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   330.3   321.5   319.1   275.7   220.5   166.5   113.1    61.3
            M      -0.0   611.4   773.6  3445.2  6174.0  8037.6  9063.2  9277.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    90.13  105.27  120.40  135.53  147.03  147.66  150.00
Self wt.  : M    2269.1  1980.2  1498.7   824.6   183.6   145.0     0.0
(Max)       V      12.7    25.5    38.2    50.9    60.6    61.1    63.1
DL-Prec.  : M     323.1   281.9   213.4   117.4    26.1    20.6     0.0
DC(Max)     V       1.8     3.6     5.4     7.2     8.6     8.7     9.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2410.5  2103.6  1592.1   876.0   195.0   154.0     0.0
Haunch (Max)V      13.5    27.0    40.6    54.1    64.4    64.9    67.0
Diaphragm : M      27.5    22.4    14.8     7.2     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     798.6   696.9   527.5   290.2    64.6    51.0     0.0
DC(Max)     V       4.5     9.0    13.4    17.9    21.3    21.5    22.2
DL-Comp   : M     431.7   376.7   285.1   156.9    34.9    27.6     0.0
DW(Max)     V       2.4     4.8     7.3     9.7    11.5    11.6    12.0
LL + I    : M+   3294.7  2885.3  2199.7  1217.1   271.9   214.8     0.0
            V      60.8    91.4   113.3   135.2   152.2   153.1   156.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    78.1    96.1   115.2   135.3   152.2   153.1   156.6
            M    2802.6  2575.7  2042.4  1172.9   267.9   211.9    -0.0
Total     : M+   9555.3  8347.1  6331.3  3489.4   777.6   614.3     0.0
            V      95.8   161.8   218.7   275.5   319.1   321.5   330.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   113.1   166.5   220.5   275.7   319.1   321.5   330.3
            M    9063.2  8037.6  6174.0  3445.2   773.6   611.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               63.1             63.1
Deck+Haunch            67.0             67.0
Diaphragm               0.5              0.5
DL-Prec.(DC)            9.0              9.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          111.0            111.0
DL-Comp.(DW)           60.0             60.0
Live                  115.5            115.5
        Truck          67.5             67.5
        Lane           48.0             48.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
Self wt.  : M       0.0   145.0   183.6   824.6  1498.7  1980.2  2269.1  2365.4
(Max)       V      63.1    61.1    60.6    50.9    38.2    25.5    12.7     0.0
DL-Prec.  : M       0.0    20.6    26.1   117.4   213.4   281.9   323.1   336.8
DC(Max)     V       9.0     8.7     8.6     7.2     5.4     3.6     1.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   154.0   195.0   876.0  1592.1  2103.6  2410.5  2512.9
Haunch (Max)V      67.0    64.9    64.4    54.1    40.6    27.0    13.5     0.0
Diaphragm : M       0.0     1.2     1.5     7.2    14.8    22.4    27.5    27.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    51.0    64.6   290.2   527.5   696.9   798.6   832.5
DC(Max)     V      22.2    21.5    21.3    17.9    13.4     9.0     4.5     0.0
DL-Comp   : M       0.0    27.6    34.9   156.9   285.1   376.7   431.7   450.0
DW(Max)     V      12.0    11.6    11.5     9.7     7.3     4.8     2.4     0.0
LL + I    : M+      0.0   171.8   217.5   973.7  1759.8  2308.2  2635.8  2732.7
            V     125.2   122.5   121.7   108.1    90.6    73.1    48.6    31.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   125.2   122.5   121.8   108.3    92.1    76.9    62.5    49.0
            M      -0.0   169.5   214.3   938.3  1633.9  2060.6  2242.1  2202.1
Total     : M+      0.0   571.3   723.2  3246.0  5891.4  7770.0  8896.3  9257.8
            V     299.0   290.9   288.6   248.5   196.0   143.5    83.6    31.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   299.0   290.9   288.7   248.6   197.5   147.3    97.5    49.0
            M      -0.0   569.0   720.0  3210.6  5765.5  7522.4  8502.6  8727.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    90.13  105.27  120.40  135.53  147.03  147.66  150.00
Self wt.  : M    2269.1  1980.2  1498.7   824.6   183.6   145.0     0.0
(Max)       V      12.7    25.5    38.2    50.9    60.6    61.1    63.1
DL-Prec.  : M     323.1   281.9   213.4   117.4    26.1    20.6     0.0
DC(Max)     V       1.8     3.6     5.4     7.2     8.6     8.7     9.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2410.5  2103.6  1592.1   876.0   195.0   154.0     0.0
Haunch (Max)V      13.5    27.0    40.6    54.1    64.4    64.9    67.0
Diaphragm : M      27.5    22.4    14.8     7.2     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     798.6   696.9   527.5   290.2    64.6    51.0     0.0
DC(Max)     V       4.5     9.0    13.4    17.9    21.3    21.5    22.2
DL-Comp   : M     431.7   376.7   285.1   156.9    34.9    27.6     0.0
DW(Max)     V       2.4     4.8     7.3     9.7    11.5    11.6    12.0
LL + I    : M+   2635.8  2308.2  1759.8   973.7   217.5   171.8     0.0
            V      48.6    73.1    90.6   108.1   121.7   122.5   125.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    62.5    76.9    92.1   108.3   121.8   122.5   125.2
            M    2242.1  2060.6  1633.9   938.3   214.3   169.5    -0.0
Total     : M+   8896.3  7770.0  5891.4  3246.0   723.2   571.3     0.0
            V      83.6   143.5   196.0   248.5   288.6   290.9   299.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    97.5   147.3   197.5   248.6   288.7   290.9   299.0
            M    8502.6  7522.4  5765.5  3210.6   720.0   569.0    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
Self wt.  : M       0.0   181.2   229.4  1030.7  1873.4  2475.3  2836.4  2956.8
(Max)       V      78.8    76.4    75.7    63.6    47.7    31.8    15.9     0.0
Self wt.  : M       0.0   130.5   165.2   742.1  1348.8  1782.2  2042.2  2128.9
(Min)       V      56.8    55.0    54.5    45.8    34.4    22.9    11.5     0.0
DL-Prec.  : M       0.0    25.8    32.7   146.8   266.7   352.4   403.9   421.0
DC(Max)     V      11.2    10.9    10.8     9.1     6.8     4.5     2.3     0.0
DL-Prec.  : M       0.0    18.6    23.5   105.7   192.1   253.8   290.8   303.1
DC(Min)     V       8.1     7.8     7.8     6.5     4.9     3.3     1.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   192.5   243.7  1095.0  1990.1  2629.5  3013.2  3141.1
Haunch (Max)V      83.8    81.2    80.4    67.6    50.7    33.8    16.9     0.0
Deck +    : M       0.0   138.6   175.5   788.4  1432.9  1893.3  2169.5  2261.6
Haunch (Min)V      60.3    58.4    57.9    48.7    36.5    24.3    12.2     0.0
Diaphragm : M       0.0     1.5     1.9     9.0    18.5    28.0    34.4    34.4
(Max)       V       0.6     0.6     0.6     0.6     0.6     0.6     0.0     0.0
Diaphragm : M       0.0     1.1     1.3     6.5    13.3    20.1    24.7    24.7
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    63.8    80.8   362.8   659.3   871.2   998.3  1040.6
DC(Max)     V      27.8    26.9    26.7    22.4    16.8    11.2     5.6     0.0
DL-Comp   : M       0.0    45.9    58.1   261.2   474.7   627.2   718.7   749.3
DC(Min)     V      20.0    19.4    19.2    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    41.4    52.4   235.3   427.7   565.1   647.5   675.0
DW(Max)     V      18.0    17.4    17.3    14.5    10.9     7.3     3.6     0.0
DL-Comp   : M       0.0    17.9    22.7   102.0   185.3   244.9   280.6   292.5
DW(Min)     V       7.8     7.6     7.5     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   375.9   475.8  2130.0  3849.5  5049.2  5765.8  5977.9
            V     274.0   267.9   266.3   236.5   198.2   159.9   106.4    68.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   274.0   268.0   266.3   236.8   201.5   168.2   136.7   107.2
            M      -0.0   370.8   468.8  2052.6  3574.2  4507.6  4904.6  4817.1
Total     : M+      0.0   882.1  1116.7  5009.6  9085.3 11970.6 13699.4 14246.7
            V     494.2   481.3   477.8   414.4   331.8   249.2   150.7    68.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   494.2   481.3   477.9   414.7   335.1   257.4   181.0   107.2
            M      -0.0   877.0  1109.7  4932.2  8810.0 11429.0 12838.2 13086.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    90.13  105.27  120.40  135.53  147.03  147.66  150.00
Self wt.  : M    2836.4  2475.3  1873.4  1030.7   229.4   181.2     0.0
(Max)       V      15.9    31.8    47.7    63.6    75.7    76.4    78.8
Self wt.  : M    2042.2  1782.2  1348.8   742.1   165.2   130.5     0.0
(Min)       V      11.5    22.9    34.4    45.8    54.5    55.0    56.8
DL-Prec.  : M     403.9   352.4   266.7   146.8    32.7    25.8     0.0
DC(Max)     V       2.3     4.5     6.8     9.1    10.8    10.9    11.2
DL-Prec.  : M     290.8   253.8   192.1   105.7    23.5    18.6     0.0
DC(Min)     V       1.6     3.3     4.9     6.5     7.8     7.8     8.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    3013.2  2629.5  1990.1  1095.0   243.7   192.5     0.0
Haunch (Max)V      16.9    33.8    50.7    67.6    80.4    81.2    83.8
Deck +    : M    2169.5  1893.3  1432.9   788.4   175.5   138.6     0.0
Haunch (Min)V      12.2    24.3    36.5    48.7    57.9    58.4    60.3
Diaphragm : M      34.4    28.0    18.5     9.0     1.9     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      24.7    20.1    13.3     6.5     1.3     1.1     0.0
(Min)       V       0.0     0.4     0.4     0.4     0.4     0.4     0.4
DL-Comp   : M     998.3   871.2   659.3   362.8    80.8    63.8     0.0
DC(Max)     V       5.6    11.2    16.8    22.4    26.7    26.9    27.8
DL-Comp   : M     718.7   627.2   474.7   261.2    58.1    45.9     0.0
DC(Min)     V       4.0     8.1    12.1    16.1    19.2    19.4    20.0
DL-Comp   : M     647.5   565.1   427.7   235.3    52.4    41.4     0.0
DW(Max)     V       3.6     7.3    10.9    14.5    17.3    17.4    18.0
DL-Comp   : M     280.6   244.9   185.3   102.0    22.7    17.9     0.0
DW(Min)     V       1.6     3.1     4.7     6.3     7.5     7.6     7.8
LL + I    : M+   5765.8  5049.2  3849.5  2130.0   475.8   375.9     0.0
            V     106.4   159.9   198.2   236.5   266.3   267.9   274.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   136.7   168.2   201.5   236.8   266.3   268.0   274.0
            M    4904.6  4507.5  3574.2  2052.6   468.8   370.8    -0.0
Total     : M+  13699.4 11970.6  9085.3  5009.6  1116.7   882.1     0.0
            V     150.7   249.2   331.8   414.4   477.8   481.3   494.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   181.0   257.4   335.1   414.7   477.9   481.3   494.2
            M   12838.2 11429.0  8810.0  4932.2  1109.7   877.0    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               78.8             78.8
Deck+Haunch            83.8             83.8
Diaphragm               0.6              0.6
DL-Prec.(DC)           11.2             11.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          138.8            138.8
DL-Comp.(DW)           90.0             90.0
Live                  202.2            202.2
        Truck         118.2            118.2
        Lane           84.0             84.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
Self wt.  : M       0.0   145.0   183.6   824.6  1498.7  1980.2  2269.1  2365.4
(Max)       V      63.1    61.1    60.6    50.9    38.2    25.5    12.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    20.6    26.1   117.4   213.4   281.9   323.1   336.8
DC(Max)     V       9.0     8.7     8.6     7.2     5.4     3.6     1.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   154.0   195.0   876.0  1592.1  2103.6  2410.5  2512.9
Haunch (Max)V      67.0    64.9    64.4    54.1    40.6    27.0    13.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     1.2     1.5     7.2    14.8    22.4    27.5    27.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    51.0    64.6   290.2   527.5   696.9   798.6   832.5
DC(Max)     V      22.2    21.5    21.3    17.9    13.4     9.0     4.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    27.6    34.9   156.9   285.1   376.7   431.7   450.0
DW(Max)     V      12.0    11.6    11.5     9.7     7.3     4.8     2.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   132.1   167.1   742.1  1323.3  1731.1  1955.3  1980.2
            V     116.2   114.1   113.5   103.0    89.8    67.5    54.3    41.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.2   114.1   113.5   103.0    89.8    76.5    63.3    50.1
            M       0.0   132.1   167.1   742.1  1323.3  1705.0  1887.4  1870.4
Total     : M+      0.0   531.6   672.8  3014.4  5454.8  7192.9  8215.9  8505.2
            V     290.0   282.5   280.4   243.3   195.1   137.9    89.3    41.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   290.0   282.5   280.4   243.3   195.1   147.0    98.3    50.1
            M       0.0   531.6   672.8  3014.4  5454.8  7166.8  8147.9  8395.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    90.13  105.27  120.40  135.53  147.03  147.66  150.00
Self wt.  : M    2269.1  1980.2  1498.7   824.6   183.6   145.0     0.0
(Max)       V      12.7    25.5    38.2    50.9    60.6    61.1    63.1
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     323.1   281.9   213.4   117.4    26.1    20.6     0.0
DC(Max)     V       1.8     3.6     5.4     7.2     8.6     8.7     9.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2410.5  2103.6  1592.1   876.0   195.0   154.0     0.0
Haunch (Max)V      13.5    27.0    40.6    54.1    64.4    64.9    67.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      27.5    22.4    14.8     7.2     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     798.6   696.9   527.5   290.2    64.6    51.0     0.0
DC(Max)     V       4.5     9.0    13.4    17.9    21.3    21.5    22.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     431.7   376.7   285.1   156.9    34.9    27.6     0.0
DW(Max)     V       2.4     4.8     7.3     9.7    11.5    11.6    12.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1955.3  1731.1  1323.3   742.1   167.1   132.1     0.0
            V      54.3    67.5    89.8   103.0   113.5   114.1   116.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.3    76.5    89.8   103.0   113.5   114.1   116.2
            M    1887.4  1705.0  1323.3   742.1   167.1   132.1     0.0
Total     : M+   8215.9  7192.9  5454.8  3014.4   672.8   531.6     0.0
            V      89.3   137.9   195.1   243.3   280.4   282.5   290.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    98.3   147.0   195.1   243.3   280.4   282.5   290.0
            M    8147.9  7166.8  5454.8  3014.4   672.8   531.6     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   15.13   30.27   45.40   60.53   75.67
 
Beam-Self
Precast-top    0.182   0.841   1.487   1.939   2.198   2.289 
Bottom        -0.145  -0.659  -1.154  -1.488  -1.670  -1.739 
 
Prestress
Precast-top    0.286  -0.136  -0.579  -1.011  -1.432  -1.432 
Bottom         4.898   5.371   5.689   5.993   6.281   6.281 
 
Total
Precast-top    0.468   0.705   0.908   0.927   0.766   0.857 
Bottom         4.754   4.711   4.535   4.504   4.611   4.542 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.31 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
 
Prestress
Precast-top    0.072   0.245   0.228  -0.117  -0.496  -0.867  -1.227  -1.227
Bottom         0.985   4.197   4.210   4.602   4.875   5.135   5.382   5.382
 
Self wt.
Precast-top   -0.000   0.141   0.179   0.800   1.447   1.898   2.157   2.249
Bottom        -0.000  -0.112  -0.142  -0.627  -1.122  -1.457  -1.639  -1.709
 
DL-Prec (DC)
Precast-top   -0.000   0.020   0.025   0.114   0.206   0.270   0.307   0.320
Bottom        -0.000  -0.016  -0.020  -0.089  -0.160  -0.208  -0.233  -0.243
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.007   0.014   0.021   0.026   0.026
Bottom        -0.000  -0.001  -0.001  -0.006  -0.011  -0.016  -0.020  -0.020
 
Deck + Haunch
Precast-top   -0.000   0.150   0.190   0.850   1.537   2.017   2.292   2.389
Bottom        -0.000  -0.119  -0.151  -0.666  -1.192  -1.548  -1.742  -1.816
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.069   0.125   0.165   0.188   0.196
Precast-top   -0.000   0.011   0.014   0.061   0.110   0.145   0.165   0.172
Bottom        -0.000  -0.027  -0.034  -0.153  -0.275  -0.360  -0.408  -0.425
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.037   0.068   0.089   0.101   0.106
Precast-top   -0.000   0.006   0.007   0.033   0.059   0.078   0.089   0.093
Bottom        -0.000  -0.015  -0.019  -0.083  -0.149  -0.194  -0.220  -0.230
 
LL+I(+)
Topping-top   -0.000   0.052   0.065   0.291   0.523   0.682   0.774   0.803
Precast-top   -0.000   0.045   0.057   0.255   0.459   0.599   0.681   0.706
Bottom        -0.000  -0.114  -0.145  -0.641  -1.147  -1.489  -1.682  -1.744
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.070   0.089   0.398   0.716   0.936   1.063   1.104 
Precast-top    0.072   0.619   0.702   2.003   3.336   4.162   4.491   4.729 
Bottom         0.985   3.793   3.698   2.337   0.819  -0.138  -0.562  -0.804 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.024   0.107   0.193   0.254   0.289   0.301 
Precast-top    0.072   0.574   0.645   1.749   2.877   3.563   3.810   4.023 
Bottom         0.985   3.908   3.843   2.978   1.966   1.351   1.120   0.940 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   15.13   30.27   45.40   60.53   75.67
 
Beam-Self
Precast-top    0.182   0.841   1.487   1.939   2.198   2.289 
Bottom        -0.145  -0.659  -1.154  -1.488  -1.670  -1.739 
 
Prestress
Precast-top    0.286  -0.136  -0.579  -1.011  -1.432  -1.432 
Bottom         4.898   5.371   5.689   5.993   6.281   6.281 
 
Total
Precast-top    0.468   0.705   0.908   0.927   0.766   0.857 
Bottom         4.754   4.711   4.535   4.504   4.611   4.542 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.31 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
 
Prestress
Precast-top    0.072   0.245   0.228  -0.117  -0.496  -0.867  -1.227  -1.227
Bottom         0.985   4.197   4.210   4.602   4.875   5.135   5.382   5.382
 
Self wt.
Precast-top   -0.000   0.141   0.179   0.800   1.447   1.898   2.157   2.249
Bottom        -0.000  -0.112  -0.142  -0.627  -1.122  -1.457  -1.639  -1.709
 
DL-Prec (DC)
Precast-top   -0.000   0.020   0.025   0.114   0.206   0.270   0.307   0.320
Bottom        -0.000  -0.016  -0.020  -0.089  -0.160  -0.208  -0.233  -0.243
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.007   0.014   0.021   0.026   0.026
Bottom        -0.000  -0.001  -0.001  -0.006  -0.011  -0.016  -0.020  -0.020
 
Deck + Haunch
Precast-top   -0.000   0.150   0.190   0.850   1.537   2.017   2.292   2.389
Bottom        -0.000  -0.119  -0.151  -0.666  -1.192  -1.548  -1.742  -1.816
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.069   0.125   0.165   0.188   0.196
Precast-top   -0.000   0.011   0.014   0.061   0.110   0.145   0.165   0.172
Bottom        -0.000  -0.027  -0.034  -0.153  -0.275  -0.360  -0.408  -0.425
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.037   0.068   0.089   0.101   0.106
Precast-top   -0.000   0.006   0.007   0.033   0.059   0.078   0.089   0.093
Bottom        -0.000  -0.015  -0.019  -0.083  -0.149  -0.194  -0.220  -0.230
 
LL+I(+)
Topping-top   -0.000   0.041   0.052   0.233   0.418   0.546   0.619   0.642
Precast-top   -0.000   0.036   0.046   0.204   0.367   0.479   0.545   0.565
Bottom        -0.000  -0.092  -0.116  -0.513  -0.918  -1.191  -1.345  -1.395
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.060   0.076   0.339   0.611   0.799   0.908   0.943 
Precast-top    0.072   0.610   0.691   1.952   3.244   4.042   4.355   4.588 
Bottom         0.985   3.816   3.727   2.465   1.048   0.160  -0.225  -0.455 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
F_LL+I(+)
Topping-top   -0.000   0.032   0.040   0.177   0.314   0.409   0.459   0.465
Precast-top   -0.000   0.028   0.035   0.155   0.276   0.360   0.404   0.409
Bottom        -0.000  -0.070  -0.089  -0.391  -0.690  -0.893  -0.998  -1.011
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.052   0.231   0.411   0.536   0.604   0.616 
Precast-top    0.036   0.315   0.358   1.030   1.715   2.141   2.309   2.421 
Bottom         0.493   1.883   1.832   1.098   0.293  -0.218  -0.438  -0.541 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 4,  STRENGTH I
Using General Beta Theta Equation procedure - Art.5.7.3.4
Location (ft)
     Vu      bv    de     Aps      Vp    eps_x  Theta  Vs-reqd    Av/s    Av-prvd   Al_reqd
   (kips)   (in)  (in)   (in2)   (kips)                 (kips)  (in2/ft)  (in2/ft)   (in2)

    Mcor     a     dv      fpo   vu/fc   Vc-com  Beta  Max.spc.  min.Av/s  pVn/Vu       
    (kft)   (in)  (in)    (ksi)          (kips)          (in)    (in2/ft)             
*******************************************************************************************
Bearing :   0.67
    494.2    6.5   66.0    1.442   6.4   6.00e-3 50.0    506.5     1.845    3.840      0.00
      0.0    1.2   65.4     41.9 0.134      36.2 0.87    12.00     0.127    1.852 
Transfer:   3.00
    481.3    6.5   66.0    6.506  28.8  -0.07e-3 28.7    301.8     0.522    1.760      0.00
    877.0    5.2   63.4    189.0 0.129     204.2 5.08    12.00     0.127    1.885 
Critical:   5.92
    465.2    6.5   66.0    7.686  28.8  -0.13e-3 28.5    275.5     0.475    1.760      0.00
   1877.7    6.0   63.0    189.0 0.125     212.5 5.33    12.00     0.127    1.938 
0.1L    :  15.13
    414.7    6.5   66.1   10.416  28.8  -0.14e-3 28.5    222.1     0.391    0.620      0.00
   4932.2    8.6   61.8    189.0 0.113     209.7 5.36    24.00     0.127    1.283 
0.2L    :  30.27
    335.1    6.5   61.8   12.586  28.8  -0.05e-3 28.8    162.0     0.310    0.496      0.00
   8810.0    8.7   57.4    189.0 0.097     181.5 4.99    24.00     0.127    1.260 
0.3L    :  45.40
    257.4    6.5   63.3   13.020  28.8   0.26e-3 29.9    107.0     0.209    0.496      0.00
  11429.0    8.8   58.9    189.0 0.071     150.2 4.02    24.00     0.127    1.514 
0.4L    :  60.53
    181.0    6.5   65.7   13.020   0.0   0.63e-3 31.2     74.5     0.147    0.413      0.00
  12838.2    8.8   61.3    189.0 0.053     126.6 3.26    24.00     0.127    1.669 
0.5L    :  75.67
    107.2    6.5   65.7   13.020   0.0   0.56e-3 31.0      0.0     0.127    0.413      0.00
  13086.0    8.8   61.3    189.0 0.031     131.2 3.38    24.00     0.127    2.874 
0.6L    :  90.80
    181.0    6.5   65.7   13.020   0.0   0.63e-3 31.2     74.5     0.147    0.413      0.00
  12838.2    8.8   61.3    189.0 0.053     126.6 3.26    24.00     0.127    1.669 
0.7L    : 105.93
    257.4    6.5   63.3   13.020  28.8   0.26e-3 29.9    107.0     0.209    0.496      0.00
  11429.0    8.8   58.9    189.0 0.071     150.2 4.02    24.00     0.127    1.514 
0.8L    : 121.06
    335.1    6.5   61.8   12.586  28.8  -0.05e-3 28.8    162.0     0.310    0.496      0.00
   8810.0    8.7   57.4    189.0 0.097     181.5 4.99    24.00     0.127    1.260 
0.9L    : 136.20
    414.7    6.5   66.1   10.416  28.8  -0.14e-3 28.5    222.1     0.391    0.620      0.00
   4932.2    8.6   61.8    189.0 0.113     209.7 5.36    24.00     0.127    1.283 
Critical: 145.41
    465.2    6.5   66.0    7.686  28.8  -0.13e-3 28.5    275.5     0.475    1.760      0.00
   1877.7    6.0   63.0    189.0 0.125     212.5 5.33    12.00     0.127    1.938 
Transfer: 148.33
    481.3    6.5   66.0    6.506  28.8  -0.07e-3 28.7    301.8     0.522    1.760      0.00
    877.0    5.2   63.4    189.0 0.129     204.2 5.08    12.00     0.127    1.885 
Bearing : 150.67
    494.2    6.5   66.0    1.442   6.4   6.00e-3 50.0    506.5     1.845    3.840      0.00
      0.0    1.2   65.4     41.9 0.134      36.2 0.87    12.00     0.127    1.852 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 2467.11
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    4.93
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 4
(Beam and Slab effects are INCLUDED in Vu).
Computed Interface width considered to be engaged in shear transfer, bvi = 34.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    494.2      8.39     66.03    1.17       65.45    24.00      0.340      1.947      0.000      3.840 
Transfer:      2.33
    481.3      8.43     66.03    5.17       63.45    24.00      0.340      1.960      0.000      1.760 
Critical:      5.25
    465.3      8.20     66.03    6.01       63.03    24.00      0.340      1.884      0.000      1.760 
0.1L    :     14.47
    414.7      7.46     66.08    8.57       61.80    24.00      0.340      1.635      0.000      0.620 
0.2L    :     29.60
    335.1      6.48     61.80    8.74       57.43    24.00      0.340      1.311      0.000      0.496 
0.3L    :     44.73
    257.4      4.85     63.32    8.79       58.92    24.00      0.340      0.768      0.000      0.496 
0.4L    :     59.87
    181.0      3.28     65.72    8.83       61.30    24.00      0.340      0.244      0.000      0.413 
0.5L    :     75.00
    107.2      1.94     65.72    8.83       61.30    24.00      0.340      0.000      0.000      0.413 
0.6L    :     90.13
    181.0      3.28     65.72    8.83       61.30    24.00      0.340      0.244      0.000      0.413 
0.7L    :    105.27
    257.4      4.85     63.32    8.79       58.92    24.00      0.340      0.768      0.000      0.496 
0.8L    :    120.40
    335.1      6.48     61.80    8.74       57.43    24.00      0.340      1.311      0.000      0.496 
0.9L    :    135.53
    414.7      7.46     66.08    8.57       61.80    24.00      0.340      1.635      0.000      0.620 
Critical:    144.75
    465.3      8.20     66.03    6.01       63.03    24.00      0.340      1.884      0.000      1.760 
Transfer:    147.66
    481.3      8.43     66.03    5.17       63.45    24.00      0.340      1.960      0.000      1.760 
Bearing :    150.00
    494.2      8.39     66.03    1.17       65.45    24.00      0.340      1.947      0.000      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 14.47 ft
Prestress      :       3.105  1.80      5.589  2.20      6.831
Self Wt.       :      -1.359  1.85     -2.515  2.40     -3.262
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.746            3.075            3.569
 
At 0.2 x L = 29.60 ft
Prestress      :       5.567  1.80     10.020  2.20     12.247
Self Wt.       :      -2.546  1.85     -4.710  2.40     -6.110
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.021            5.310            6.137
 
At 0.3 x L = 44.73 ft
Prestress      :       7.317  1.80     13.171  2.20     16.098
Self Wt.       :      -3.446  1.85     -6.375  2.40     -8.270
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.872            6.797            7.829
 
At 0.4 x L = 59.87 ft
Prestress      :       8.305  1.80     14.949  2.20     18.271
Self Wt.       :      -3.985  1.85     -7.372  2.40     -9.563
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.320            7.577            8.708
 
At 0.5 x L = 75.00 ft
Prestress      :       8.690  1.80     15.641  2.20     19.117
Self Wt.       :      -4.184  1.85     -7.741  2.40    -10.042
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.505            7.900            9.075
 
At 0.6 x L = 90.13 ft
Prestress      :       8.305  1.80     14.949  2.20     18.271
Self Wt.       :      -3.985  1.85     -7.372  2.40     -9.563
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.320            7.577            8.708
 
At 0.7 x L = 105.27 ft
Prestress      :       7.317  1.80     13.171  2.20     16.098
Self Wt.       :      -3.446  1.85     -6.375  2.40     -8.270
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.872            6.797            7.829
 
At 0.8 x L = 120.40 ft
Prestress      :       5.567  1.80     10.020  2.20     12.247
Self Wt.       :      -2.546  1.85     -4.710  2.40     -6.110
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.021            5.310            6.137
 
At 0.9 x L = 135.53 ft
Prestress      :       3.105  1.80      5.589  2.20      6.831
Self Wt.       :      -1.359  1.85     -2.515  2.40     -3.262
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.746            3.075            3.569
 

ULTIMATE - Span : 1, Beam : 4,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.33
   882.1    56.2  8.202  261.6    6.2   5.17   9591.4  0.030T 1.00       -       -     -     -  
H/2     :   2.97
  1116.7    56.3  8.523  261.3    6.5   5.37   9955.7  0.029T 1.00       -       -     -     -  
0.1L    :  14.47
  5009.6    58.4 12.950  256.6   10.3   8.57  15053.8  0.017T 1.00  11046.0  6662.7    1.36    -  
0.2L    :  29.60
  9085.3    60.9 13.020  256.9   10.6   8.74  15853.0  0.017T 1.00  11105.3 11105.3    1.43    -  
0.3L    :  44.73
 11970.6    63.3 13.020  257.3   10.6   8.79  16547.6  0.017T 1.00  11368.9 11368.9    1.46    -  
0.4L    :  59.87
 13699.4    65.7 13.020  257.7   10.7   8.83  17242.6  0.016T 1.00  11827.8 11827.8    1.46    -  
0.5L    :  75.00
 14246.7    65.7 13.020  257.7   10.7   8.83  17242.6  0.016T 1.00  11739.6 11739.6    1.47    -  
0.6L    :  90.13
 13699.4    65.7 13.020  257.7   10.7   8.83  17242.6  0.016T 1.00  11827.8 11827.8    1.46    -  
0.7L    : 105.27
 11970.6    63.3 13.020  257.3   10.6   8.79  16547.6  0.017T 1.00  11368.9 11368.9    1.46    -  
0.8L    : 120.40
  9085.3    60.9 13.020  256.9   10.6   8.74  15853.0  0.017T 1.00  11105.3 11105.3    1.43    -  
0.9L    : 135.53
  5009.6    58.4 12.950  256.6   10.3   8.57  15053.8  0.017T 1.00  11046.0  6662.7    1.36    -  
H/2     : 147.03
  1116.7    56.3  8.523  261.3    6.5   5.37   9955.7  0.029T 1.00       -       -     -     -  
Transfer: 147.66
   882.1    56.2  8.202  261.6    6.2   5.17   9591.4  0.030T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 4; Groups 1-30; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.102    0.445
        M   2.00 Fb     0.095   -0.175
 
  2   2 E  60.00 Ft     0.407    0.717
        M  12.00 Fb     0.031   -0.213
 
  3   2 E  58.00 Ft     0.697    0.975
        M  10.00 Fb    -0.023   -0.240
 
  4   2 E  56.00 Ft     0.974    1.219
        M   8.00 Fb    -0.065   -0.256
 
  5   2 E  54.00 Ft     1.236    1.449
        M   6.00 Fb    -0.097   -0.261
 
  6   2 E  52.00 Ft     1.485    1.665
        M   4.00 Fb    -0.117   -0.256
 
  7   2 E  50.00 Ft     1.720    1.868
        M   2.00 Fb    -0.127   -0.240
 
  8   2 E  10.00 Ft     1.695    1.844
        M  10.00 Fb     0.069   -0.045
 
  9   2 E  10.00 Ft     1.670    1.820
        M  10.00 Fb     0.266    0.150
 
 10   2 E   8.00 Ft     1.632    1.782
        M   8.00 Fb     0.473    0.355
 
 11   2 E   8.00 Ft     1.593    1.744
        M   8.00 Fb     0.681    0.561
 
 12   2 E   8.00 Ft     1.554    1.706
        M   8.00 Fb     0.888    0.766
 
 13   2 E   8.00 Ft     1.516    1.668
        M   8.00 Fb     1.095    0.972
 
 14   2 E   6.00 Ft     1.463    1.617
        M   6.00 Fb     1.314    1.188
 
 15   2 E   6.00 Ft     1.411    1.565
        M   6.00 Fb     1.532    1.404
 
 16   2 E   6.00 Ft     1.358    1.514
        M   6.00 Fb     1.750    1.621
 
 17   2 E   6.00 Ft     1.306    1.462
        M   6.00 Fb     1.969    1.837
 
 18   2 E   6.00 Ft     1.253    1.410
        M   6.00 Fb     2.187    2.053
 
 19   2 E   6.00 Ft     1.201    1.359
        M   6.00 Fb     2.406    2.270
 
 20   2 E   4.00 Ft     1.134    1.293
        M   4.00 Fb     2.635    2.497
 
 21   2 E   4.00 Ft     1.134    1.228
        M   4.00 Fb     2.635    2.725
 
 22   2 E   4.00 Ft     1.068    1.162
        M   4.00 Fb     2.864    2.953
 
 23   2 E   4.00 Ft     1.002    1.097
        M   4.00 Fb     3.094    3.180
 
 24   2 E   4.00 Ft     0.935    1.031
        M   4.00 Fb     3.323    3.407
 
 25   2 E   4.00 Ft     0.869    0.966
        M   4.00 Fb     3.552    3.634
 
 26   2 E   2.00 Ft     0.789    0.887
        M   2.00 Fb     3.792    3.872
 
 27   2 E   2.00 Ft     0.709    0.808
        M   2.00 Fb     4.033    4.110
 
 28   2 E   2.00 Ft     0.629    0.728
        M   2.00 Fb     4.273    4.348
 
 29   2 E   2.00 Ft     0.548    0.649
        M   2.00 Fb     4.513    4.587
 
 30   2 E   2.00 Ft     0.468    0.570
        M   2.00 Fb     4.754    4.825
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 151.33            Release Length, ft: 151.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  60
No. of strands, Draped:  12           No. of strands, Straight:  48
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.5 ksi  f'ct   4.5 ksi
Initial losses: 10.17 %               Final losses: 15.63 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.754     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.468       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 17242.61    14246.74     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      16.67 %               OK
      Max. Debond Total                    25.00 %       3.33 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.700   1.104     Midspan    2.025   0.301     Midspan
    Pre.Top:   5.700   4.729     Midspan    4.275   4.023     Midspan
    Pre.Bot:   5.700   3.793    Transfer    4.275   3.908    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.403  -0.000     Bearing
    Pre.Top:  -0.586   0.072     Bearing
    Pre.Bot:  -0.586  -0.455     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.800   2.421     Midspan
    Pre.Bot:                                                             3.800   1.883    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  75.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       8.690  1.80     15.641  2.20     19.117
Self Wt.       :      -4.184  1.85     -7.741  2.40    -10.042
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       4.505            7.900            9.075
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  43.17 ft
Type      : I-Girder                            Curb-to-curb       =  40.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.04/  3.51 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  96.360 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  150.00
     DC  Line       0.075      0.00       0.075  150.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    55.00 
      0.25    95.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 151.330 ft
Release length = 151.330 ft
Design  length = 150.000 ft
 
Kern points:
------------
Upper    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.667   (Calculated)    
Live Moment (1  lane  loaded)  : 0.792   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.904   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.001   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 5
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1404.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           935487 in4#
Ht. of c.g.           =        28.75 in             45.13 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1636.7 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7815

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    14.47    29.60    44.73    59.87    75.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    819.8    863.1    863.1    865.1    865.1    865.1    865.1    865.1
  Yb      ,  in    28.55    27.86    27.86    27.68    27.52    27.36    27.20    27.20
  MI(Ixx) , in4   424956   432612   432762   436600   441047   446114   451801   451801
Composite: (At Final, using Ec =  5675.6 ksi )
  Area    , in2   1415.5   1454.9   1454.9   1456.6   1456.6   1456.6   1456.6   1456.6
  Yb      ,  in    44.89    44.08    44.08    43.96    43.88    43.79    43.70    43.70
  MI(Ixx) , in4   945319   979759   980065   988465   996604  1005324  1014625  1014625

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.50 ksi           4.50 ksi
  Elasticity         =    5675.61 ksi        4435.31 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.70 ksi           2.70 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.28 ksi           2.03 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.80 ksi           1.80 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.59 ksi          -0.40 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  60 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 60.53 ft from member end )
END PATTERN (Ycg = 15.13 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     4 @ 10.000 in     2 @ 50.000 in     2 @ 52.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 5.53 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in     2 @ 12.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     4 @ 10.000 in
SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
21      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.1 ksi
Total Strand Area     =   13.02 in2      Initial Pull          =     2552.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.405 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.256 ft
Holddown Force        =  33.657 kips     Beam Shrtng (PL/AE)   =      1.023 in
 
 
Span: 1, Beam: 5
 
ESTIMATED QUANTITIES
 
  Prestressing   Strands                Beam    Concrete   Stirrups  Longitudinal Bars 
   (linear ft) (LB/1000ft)   (LB)    Vol(C.Y.)   Wt(LB)      (LB)           (LB)       
---------------------------------------------------------------------------------------
      9082.969         740 6721.397     31.426 127275.117  1973.465     957.909        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.75       0.1250      0.3543    Yes
      2      US#6[M19]       60.00        0.88       2.75       0.3540      0.5833     No
      2      US#6[M19]       60.00        0.88       2.75       0.5833      0.8127    Yes
      2      US#6[M19]       60.00        0.88       2.75       0.8123      1.0417     No
      2      US#6[M19]       60.00        0.88       2.75       1.0417      1.2710    Yes
      2      US#6[M19]       60.00        0.88       4.25       1.2707      1.6250     No
      2      US#6[M19]       60.00        0.88       4.25       1.6250      1.9793    Yes
      2      US#6[M19]       60.00        0.88       4.25       1.9790      2.3333     No
      2      US#6[M19]       60.00        0.88       6.00       2.3333      6.3333    Yes
      2      US#6[M19]       60.00        0.88       7.00       6.3333      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     14.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.4167     28.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      28.4167     47.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      47.1670    104.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00     104.1631    122.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     122.9134    136.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     136.9134    144.4134    Yes
      2      US#6[M19]       60.00        0.88       7.00     144.4134    144.9967    Yes
      2      US#6[M19]       60.00        0.88       6.00     144.9967    148.9967    Yes
      2      US#6[M19]       60.00        0.88       4.25     148.9967    149.3510     No
      2      US#6[M19]       60.00        0.88       4.25     149.3507    149.7050    Yes
      2      US#6[M19]       60.00        0.88       4.25     149.7050    150.0594     No
      2      US#6[M19]       60.00        0.88       2.75     150.0590    150.2884    Yes
      2      US#6[M19]       60.00        0.88       2.75     150.2884    150.5177     No
      2      US#6[M19]       60.00        0.88       2.75     150.5174    150.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75     150.7467    150.9760     No
      2      US#6[M19]       60.00        0.88       2.75     150.9757    151.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     151.2050    151.3300     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 151.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 13.0200 in2       Ycg =  5.53 in
         P_init    =     2552.6 kips  Ecc = 23.22 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.93 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.671 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.40 ksi    0.00 ksi
    due to Composite Loads                                 -2.91 ksi    0.00 ksi
    due to Live Loads                                      -7.21 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.60 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.93 ksi  (10.17 %)            10.54 ksi ( 5.37 %)
Total Prestress Losses                                    30.47 ksi (15.54 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 165.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
Self wt.  : M       0.0   145.0   183.6   824.6  1498.7  1980.2  2269.1  2365.4
(Max)       V      63.1    61.1    60.6    50.9    38.2    25.5    12.7     0.0
DL-Prec.  : M       0.0    19.0    24.1   108.1   196.5   259.7   297.5   310.2
DC(Max)     V       8.3     8.0     7.9     6.7     5.0     3.3     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   137.2   173.6   780.1  1417.8  1873.3  2146.6  2237.7
Haunch (Max)V      59.7    57.8    57.3    48.2    36.1    24.1    12.0     0.0
Diaphragm : M       0.0     0.6     0.7     3.6     7.4    11.2    13.8    13.8
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    51.0    64.6   290.2   527.5   696.9   798.6   832.5
DC(Max)     V      22.2    21.5    21.3    17.9    13.4     9.0     4.5     0.0
DL-Comp   : M       0.0    27.6    34.9   156.9   285.1   376.7   431.7   450.0
DW(Max)     V      12.0    11.6    11.5     9.7     7.3     4.8     2.4     0.0
LL + I    : M+      0.0   250.0   316.4  1416.4  2559.8  3357.6  3834.1  3975.1
            V     137.9   134.9   134.1   119.1    99.8    80.5    53.6    34.3
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   137.9   134.9   134.1   119.2   101.5    84.7    68.8    54.0
            M      -0.0   246.6   311.8  1364.9  2376.7  2997.4  3261.4  3203.3
Total     : M+      0.0   630.3   797.9  3579.8  6492.8  8555.5  9791.4 10184.6
            V     303.4   295.2   293.0   252.7   200.1   147.4    86.9    34.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   303.4   295.2   293.0   252.8   201.7   151.6   102.2    54.0
            M      -0.0   627.0   793.3  3528.4  6309.7  8195.4  9218.7  9412.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    90.13  105.27  120.40  135.53  147.03  147.66  150.00
Self wt.  : M    2269.1  1980.2  1498.7   824.6   183.6   145.0     0.0
(Max)       V      12.7    25.5    38.2    50.9    60.6    61.1    63.1
DL-Prec.  : M     297.5   259.7   196.5   108.1    24.1    19.0     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.9     8.0     8.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2146.6  1873.3  1417.8   780.1   173.6   137.2     0.0
Haunch (Max)V      12.0    24.1    36.1    48.2    57.3    57.8    59.7
Diaphragm : M      13.8    11.2     7.4     3.6     0.7     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     798.6   696.9   527.5   290.2    64.6    51.0     0.0
DC(Max)     V       4.5     9.0    13.4    17.9    21.3    21.5    22.2
DL-Comp   : M     431.7   376.7   285.1   156.9    34.9    27.6     0.0
DW(Max)     V       2.4     4.8     7.3     9.7    11.5    11.6    12.0
LL + I    : M+   3834.1  3357.6  2559.8  1416.4   316.4   250.0     0.0
            V      53.6    80.5    99.8   119.1   134.1   134.9   137.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    68.8    84.7   101.5   119.2   134.1   134.9   137.9
            M    3261.4  2997.4  2376.7  1364.9   311.8   246.6    -0.0
Total     : M+   9791.4  8555.5  6492.8  3579.8   797.9   630.3     0.0
            V      86.9   147.4   200.1   252.7   293.0   295.2   303.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   102.2   151.6   201.7   252.8   293.0   295.2   303.4
            M    9218.7  8195.4  6309.7  3528.4   793.3   627.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               63.1             63.1
Deck+Haunch            59.7             59.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.3              8.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          111.0            111.0
DL-Comp.(DW)           60.0             60.0
Live                  115.5            115.5
        Truck          67.5             67.5
        Lane           48.0             48.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
Self wt.  : M       0.0   145.0   183.6   824.6  1498.7  1980.2  2269.1  2365.4
(Max)       V      63.1    61.1    60.6    50.9    38.2    25.5    12.7     0.0
DL-Prec.  : M       0.0    19.0    24.1   108.1   196.5   259.7   297.5   310.2
DC(Max)     V       8.3     8.0     7.9     6.7     5.0     3.3     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   137.2   173.6   780.1  1417.8  1873.3  2146.6  2237.7
Haunch (Max)V      59.7    57.8    57.3    48.2    36.1    24.1    12.0     0.0
Diaphragm : M       0.0     0.6     0.7     3.6     7.4    11.2    13.8    13.8
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    51.0    64.6   290.2   527.5   696.9   798.6   832.5
DC(Max)     V      22.2    21.5    21.3    17.9    13.4     9.0     4.5     0.0
DL-Comp   : M       0.0    27.6    34.9   156.9   285.1   376.7   431.7   450.0
DW(Max)     V      12.0    11.6    11.5     9.7     7.3     4.8     2.4     0.0
LL + I    : M+      0.0   200.0   253.1  1133.1  2047.8  2686.1  3067.3  3180.1
            V     110.3   107.9   107.2    95.3    79.8    64.4    42.9    27.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   110.3   107.9   107.3    95.4    81.2    67.7    55.1    43.2
            M      -0.0   197.3   249.4  1091.9  1901.4  2397.9  2609.1  2562.6
Total     : M+      0.0   580.3   734.7  3296.6  5980.8  7884.0  9024.5  9389.6
            V     275.8   268.2   266.2   228.9   180.1   131.3    76.2    27.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   275.8   268.2   266.2   229.0   181.4   134.7    88.4    43.2
            M      -0.0   577.6   730.9  3255.4  5834.4  7595.9  8566.4  8772.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    90.13  105.27  120.40  135.53  147.03  147.66  150.00
Self wt.  : M    2269.1  1980.2  1498.7   824.6   183.6   145.0     0.0
(Max)       V      12.7    25.5    38.2    50.9    60.6    61.1    63.1
DL-Prec.  : M     297.5   259.7   196.5   108.1    24.1    19.0     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.9     8.0     8.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2146.6  1873.3  1417.8   780.1   173.6   137.2     0.0
Haunch (Max)V      12.0    24.1    36.1    48.2    57.3    57.8    59.7
Diaphragm : M      13.8    11.2     7.4     3.6     0.7     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     798.6   696.9   527.5   290.2    64.6    51.0     0.0
DC(Max)     V       4.5     9.0    13.4    17.9    21.3    21.5    22.2
DL-Comp   : M     431.7   376.7   285.1   156.9    34.9    27.6     0.0
DW(Max)     V       2.4     4.8     7.3     9.7    11.5    11.6    12.0
LL + I    : M+   3067.3  2686.1  2047.8  1133.1   253.1   200.0     0.0
            V      42.9    64.4    79.8    95.3   107.2   107.9   110.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    55.1    67.7    81.2    95.4   107.3   107.9   110.3
            M    2609.1  2397.9  1901.4  1091.9   249.4   197.3    -0.0
Total     : M+   9024.5  7884.0  5980.8  3296.6   734.7   580.3     0.0
            V      76.2   131.3   180.1   228.9   266.2   268.2   275.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    88.4   134.7   181.4   229.0   266.2   268.2   275.8
            M    8566.4  7595.9  5834.4  3255.4   730.9   577.6    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
Self wt.  : M       0.0   181.2   229.4  1030.7  1873.4  2475.3  2836.4  2956.8
(Max)       V      78.8    76.4    75.7    63.6    47.7    31.8    15.9     0.0
Self wt.  : M       0.0   130.5   165.2   742.1  1348.8  1782.2  2042.2  2128.9
(Min)       V      56.8    55.0    54.5    45.8    34.4    22.9    11.5     0.0
DL-Prec.  : M       0.0    23.8    30.1   135.2   245.6   324.6   371.9   387.7
DC(Max)     V      10.3    10.0     9.9     8.3     6.3     4.2     2.1     0.0
DL-Prec.  : M       0.0    17.1    21.7    97.3   176.9   233.7   267.8   279.1
DC(Min)     V       7.4     7.2     7.1     6.0     4.5     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   171.5   217.1   975.1  1772.2  2341.6  2683.2  2797.1
Haunch (Max)V      74.6    72.3    71.6    60.2    45.2    30.1    15.1     0.0
Deck +    : M       0.0   123.4   156.3   702.0  1276.0  1685.9  1931.9  2013.9
Haunch (Min)V      53.7    52.0    51.6    43.3    32.5    21.7    10.8     0.0
Diaphragm : M       0.0     0.7     0.9     4.5     9.3    14.0    17.2    17.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
Diaphragm : M       0.0     0.5     0.7     3.3     6.7    10.1    12.4    12.4
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    63.8    80.8   362.8   659.3   871.2   998.3  1040.6
DC(Max)     V      27.8    26.9    26.7    22.4    16.8    11.2     5.6     0.0
DL-Comp   : M       0.0    45.9    58.1   261.2   474.7   627.2   718.7   749.3
DC(Min)     V      20.0    19.4    19.2    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    41.4    52.4   235.3   427.7   565.1   647.5   675.0
DW(Max)     V      18.0    17.4    17.3    14.5    10.9     7.3     3.6     0.0
DL-Comp   : M       0.0    17.9    22.7   102.0   185.3   244.9   280.6   292.5
DW(Min)     V       7.8     7.6     7.5     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   437.5   553.7  2478.7  4479.7  5875.8  6709.7  6956.5
            V     241.4   236.0   234.6   208.4   174.6   140.9    93.7    60.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   241.4   236.1   234.6   208.6   177.6   148.2   120.5    94.4
            M      -0.0   431.5   545.6  2388.6  4159.3  5245.4  5707.4  5605.7
Total     : M+      0.0   919.8  1164.3  5222.2  9467.1 12467.4 14264.2 14830.9
            V     451.2   439.4   436.1   377.8   301.8   225.8   136.0    60.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   451.2   439.4   436.2   378.0   304.7   233.0   162.7    94.4
            M      -0.0   913.9  1156.2  5132.2  9146.8 11837.1 13261.9 13480.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    90.13  105.27  120.40  135.53  147.03  147.66  150.00
Self wt.  : M    2836.4  2475.3  1873.4  1030.7   229.4   181.2     0.0
(Max)       V      15.9    31.8    47.7    63.6    75.7    76.4    78.8
Self wt.  : M    2042.2  1782.2  1348.8   742.1   165.2   130.5     0.0
(Min)       V      11.5    22.9    34.4    45.8    54.5    55.0    56.8
DL-Prec.  : M     371.9   324.6   245.6   135.2    30.1    23.8     0.0
DC(Max)     V       2.1     4.2     6.3     8.3     9.9    10.0    10.3
DL-Prec.  : M     267.8   233.7   176.9    97.3    21.7    17.1     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     7.1     7.2     7.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2683.2  2341.6  1772.2   975.1   217.1   171.5     0.0
Haunch (Max)V      15.1    30.1    45.2    60.2    71.6    72.3    74.6
Deck +    : M    1931.9  1685.9  1276.0   702.0   156.3   123.4     0.0
Haunch (Min)V      10.8    21.7    32.5    43.3    51.6    52.0    53.7
Diaphragm : M      17.2    14.0     9.3     4.5     0.9     0.7     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      12.4    10.1     6.7     3.3     0.7     0.5     0.0
(Min)       V       0.0     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     998.3   871.2   659.3   362.8    80.8    63.8     0.0
DC(Max)     V       5.6    11.2    16.8    22.4    26.7    26.9    27.8
DL-Comp   : M     718.7   627.2   474.7   261.2    58.1    45.9     0.0
DC(Min)     V       4.0     8.1    12.1    16.1    19.2    19.4    20.0
DL-Comp   : M     647.5   565.1   427.7   235.3    52.4    41.4     0.0
DW(Max)     V       3.6     7.3    10.9    14.5    17.3    17.4    18.0
DL-Comp   : M     280.6   244.9   185.3   102.0    22.7    17.9     0.0
DW(Min)     V       1.6     3.1     4.7     6.3     7.5     7.6     7.8
LL + I    : M+   6709.7  5875.8  4479.7  2478.7   553.7   437.5     0.0
            V      93.7   140.9   174.6   208.4   234.6   236.0   241.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   120.5   148.2   177.6   208.6   234.6   236.1   241.4
            M    5707.4  5245.4  4159.3  2388.6   545.6   431.5    -0.0
Total     : M+  14264.2 12467.4  9467.1  5222.2  1164.3   919.8     0.0
            V     136.0   225.8   301.8   377.8   436.1   439.4   451.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   162.7   233.0   304.7   378.0   436.2   439.4   451.2
            M   13261.9 11837.1  9146.8  5132.2  1156.2   913.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               78.8             78.8
Deck+Haunch            74.6             74.6
Diaphragm               0.3              0.3
DL-Prec.(DC)           10.3             10.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          138.8            138.8
DL-Comp.(DW)           90.0             90.0
Live                  202.2            202.2
        Truck         118.2            118.2
        Lane           84.0             84.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
Self wt.  : M       0.0   145.0   183.6   824.6  1498.7  1980.2  2269.1  2365.4
(Max)       V      63.1    61.1    60.6    50.9    38.2    25.5    12.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    19.0    24.1   108.1   196.5   259.7   297.5   310.2
DC(Max)     V       8.3     8.0     7.9     6.7     5.0     3.3     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   137.2   173.6   780.1  1417.8  1873.3  2146.6  2237.7
Haunch (Max)V      59.7    57.8    57.3    48.2    36.1    24.1    12.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.7     3.6     7.4    11.2    13.8    13.8
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    51.0    64.6   290.2   527.5   696.9   798.6   832.5
DC(Max)     V      22.2    21.5    21.3    17.9    13.4     9.0     4.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    27.6    34.9   156.9   285.1   376.7   431.7   450.0
DW(Max)     V      12.0    11.6    11.5     9.7     7.3     4.8     2.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   230.1   291.2  1292.8  2305.2  3015.7  3406.3  3449.5
            V     127.4   125.1   124.4   112.9    98.4    74.0    59.5    45.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   127.4   125.1   124.4   112.9    98.4    83.9    69.4    54.9
            M       0.0   230.1   291.2  1292.8  2305.2  2970.2  3287.9  3258.3
Total     : M+      0.0   610.5   772.7  3456.2  6238.1  8213.6  9363.6  9659.1
            V     292.9   285.4   283.4   246.5   198.7   140.9    92.9    45.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   292.9   285.4   283.4   246.5   198.7   150.8   102.7    54.9
            M       0.0   610.5   772.7  3456.2  6238.1  8168.2  9245.2  9467.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    90.13  105.27  120.40  135.53  147.03  147.66  150.00
Self wt.  : M    2269.1  1980.2  1498.7   824.6   183.6   145.0     0.0
(Max)       V      12.7    25.5    38.2    50.9    60.6    61.1    63.1
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     297.5   259.7   196.5   108.1    24.1    19.0     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.9     8.0     8.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2146.6  1873.3  1417.8   780.1   173.6   137.2     0.0
Haunch (Max)V      12.0    24.1    36.1    48.2    57.3    57.8    59.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      13.8    11.2     7.4     3.6     0.7     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     798.6   696.9   527.5   290.2    64.6    51.0     0.0
DC(Max)     V       4.5     9.0    13.4    17.9    21.3    21.5    22.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     431.7   376.7   285.1   156.9    34.9    27.6     0.0
DW(Max)     V       2.4     4.8     7.3     9.7    11.5    11.6    12.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   3406.3  3015.7  2305.2  1292.7   291.2   230.1     0.0
            V      59.5    74.0    98.4   112.9   124.4   125.1   127.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.4    83.9    98.4   112.9   124.4   125.1   127.4
            M    3287.9  2970.2  2305.2  1292.7   291.2   230.1     0.0
Total     : M+   9363.6  8213.6  6238.1  3456.2   772.7   610.5     0.0
            V      92.9   140.9   198.7   246.5   283.4   285.4   292.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   102.7   150.8   198.7   246.5   283.4   285.4   292.9
            M    9245.2  8168.2  6238.1  3456.2   772.7   610.5     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   15.13   30.27   45.40   60.53   75.67
 
Beam-Self
Precast-top    0.182   0.841   1.487   1.939   2.198   2.289 
Bottom        -0.145  -0.659  -1.154  -1.488  -1.670  -1.739 
 
Prestress
Precast-top    0.286  -0.136  -0.579  -1.011  -1.432  -1.432 
Bottom         4.898   5.371   5.689   5.993   6.281   6.281 
 
Total
Precast-top    0.468   0.705   0.908   0.927   0.766   0.857 
Bottom         4.754   4.711   4.535   4.504   4.611   4.542 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.31 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
 
Prestress
Precast-top    0.072   0.245   0.228  -0.117  -0.496  -0.867  -1.227  -1.227
Bottom         0.985   4.197   4.210   4.602   4.875   5.135   5.382   5.382
 
Self wt.
Precast-top   -0.000   0.141   0.179   0.800   1.447   1.898   2.157   2.249
Bottom        -0.000  -0.112  -0.142  -0.627  -1.122  -1.457  -1.639  -1.709
 
DL-Prec (DC)
Precast-top   -0.000   0.019   0.023   0.105   0.190   0.249   0.283   0.295
Bottom        -0.000  -0.015  -0.019  -0.082  -0.147  -0.191  -0.215  -0.224
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.004   0.007   0.011   0.013   0.013
Bottom        -0.000  -0.000  -0.001  -0.003  -0.006  -0.008  -0.010  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.134   0.169   0.757   1.369   1.796   2.041   2.128
Bottom        -0.000  -0.106  -0.134  -0.594  -1.062  -1.379  -1.551  -1.617
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.017   0.075   0.136   0.179   0.203   0.212
Precast-top   -0.000   0.012   0.015   0.067   0.121   0.160   0.182   0.190
Bottom        -0.000  -0.028  -0.035  -0.155  -0.279  -0.364  -0.413  -0.430
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.009   0.041   0.073   0.096   0.110   0.115
Precast-top   -0.000   0.006   0.008   0.036   0.066   0.086   0.099   0.103
Bottom        -0.000  -0.015  -0.019  -0.084  -0.151  -0.197  -0.223  -0.233
 
LL+I(+)
Topping-top   -0.000   0.065   0.082   0.367   0.659   0.860   0.976   1.012
Precast-top   -0.000   0.058   0.073   0.327   0.589   0.770   0.875   0.907
Bottom        -0.000  -0.135  -0.171  -0.756  -1.352  -1.755  -1.982  -2.055
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.085   0.108   0.482   0.869   1.135   1.289   1.339 
Precast-top    0.072   0.615   0.697   1.980   3.292   4.103   4.423   4.657 
Bottom         0.985   3.787   3.690   2.302   0.757  -0.217  -0.651  -0.895 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.026   0.116   0.209   0.275   0.313   0.327 
Precast-top    0.072   0.557   0.624   1.653   2.703   3.333   3.548   3.750 
Bottom         0.985   3.922   3.861   3.057   2.109   1.538   1.331   1.160 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   15.13   30.27   45.40   60.53   75.67
 
Beam-Self
Precast-top    0.182   0.841   1.487   1.939   2.198   2.289 
Bottom        -0.145  -0.659  -1.154  -1.488  -1.670  -1.739 
 
Prestress
Precast-top    0.286  -0.136  -0.579  -1.011  -1.432  -1.432 
Bottom         4.898   5.371   5.689   5.993   6.281   6.281 
 
Total
Precast-top    0.468   0.705   0.908   0.927   0.766   0.857 
Bottom         4.754   4.711   4.535   4.504   4.611   4.542 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.31 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
 
Prestress
Precast-top    0.072   0.245   0.228  -0.117  -0.496  -0.867  -1.227  -1.227
Bottom         0.985   4.197   4.210   4.602   4.875   5.135   5.382   5.382
 
Self wt.
Precast-top   -0.000   0.141   0.179   0.800   1.447   1.898   2.157   2.249
Bottom        -0.000  -0.112  -0.142  -0.627  -1.122  -1.457  -1.639  -1.709
 
DL-Prec (DC)
Precast-top   -0.000   0.019   0.023   0.105   0.190   0.249   0.283   0.295
Bottom        -0.000  -0.015  -0.019  -0.082  -0.147  -0.191  -0.215  -0.224
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.004   0.007   0.011   0.013   0.013
Bottom        -0.000  -0.000  -0.001  -0.003  -0.006  -0.008  -0.010  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.134   0.169   0.757   1.369   1.796   2.041   2.128
Bottom        -0.000  -0.106  -0.134  -0.594  -1.062  -1.379  -1.551  -1.617
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.017   0.075   0.136   0.179   0.203   0.212
Precast-top   -0.000   0.012   0.015   0.067   0.121   0.160   0.182   0.190
Bottom        -0.000  -0.028  -0.035  -0.155  -0.279  -0.364  -0.413  -0.430
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.009   0.041   0.073   0.096   0.110   0.115
Precast-top   -0.000   0.006   0.008   0.036   0.066   0.086   0.099   0.103
Bottom        -0.000  -0.015  -0.019  -0.084  -0.151  -0.197  -0.223  -0.233
 
LL+I(+)
Topping-top   -0.000   0.052   0.066   0.293   0.527   0.688   0.781   0.810
Precast-top   -0.000   0.046   0.059   0.262   0.472   0.616   0.700   0.726
Bottom        -0.000  -0.108  -0.137  -0.605  -1.082  -1.404  -1.585  -1.644
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.072   0.092   0.409   0.737   0.963   1.094   1.136 
Precast-top    0.072   0.604   0.682   1.914   3.175   3.949   4.248   4.476 
Bottom         0.985   3.814   3.724   2.453   1.027   0.134  -0.254  -0.484 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   14.47   29.60   44.73   59.87   75.00
F_LL+I(+)
Topping-top   -0.000   0.060   0.076   0.335   0.594   0.772   0.867   0.878
Precast-top   -0.000   0.053   0.067   0.299   0.531   0.691   0.777   0.787
Bottom        -0.000  -0.124  -0.157  -0.690  -1.218  -1.576  -1.761  -1.783
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.070   0.089   0.393   0.698   0.910   1.024   1.041 
Precast-top    0.036   0.332   0.379   1.125   1.882   2.358   2.551   2.662 
Bottom         0.493   1.837   1.773   0.839  -0.163  -0.807  -1.095  -1.203 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 5,  STRENGTH I
Using General Beta Theta Equation procedure - Art.5.7.3.4
Location (ft)
     Vu      bv    de     Aps      Vp    eps_x  Theta  Vs-reqd    Av/s    Av-prvd   Al_reqd
   (kips)   (in)  (in)   (in2)   (kips)                 (kips)  (in2/ft)  (in2/ft)   (in2)

    Mcor     a     dv      fpo   vu/fc   Vc-com  Beta  Max.spc.  min.Av/s  pVn/Vu       
    (kft)   (in)  (in)    (ksi)          (kips)          (in)    (in2/ft)             
*******************************************************************************************
Bearing :   0.67
    451.2    6.5   66.0    1.461   6.4   6.00e-3 50.0    458.8     1.673    3.840      0.00
      0.0    1.3   65.4     41.9 0.123      36.1 0.87    24.00     0.127    2.025 
Transfer:   3.00
    439.4    6.5   66.0    6.593  28.8  -0.10e-3 28.6    251.7     0.436    1.760      0.00
    913.9    5.9   63.1    189.0 0.118     207.7 5.20    24.00     0.127    2.054 
Critical:   5.87
    424.7    6.5   66.0    7.768  28.8  -0.16e-3 28.4    227.0     0.393    1.760      0.00
   1944.6    7.1   62.5    189.0 0.115     216.0 5.46    24.00     0.127    2.106 
0.1L    :  15.13
    378.0    6.5   66.1   10.416  28.8  -0.14e-3 28.5    185.2     0.332    0.620      0.00
   5132.2   11.0   60.6    189.0 0.105     206.0 5.37    24.00     0.127    1.382 
0.2L    :  30.27
    304.7    6.5   61.8   12.586  28.8  -0.03e-3 28.9    134.2     0.263    0.496      0.00
   9146.8   11.1   56.2    189.0 0.089     175.5 4.93    24.00     0.127    1.350 
0.3L    :  45.40
    233.0    6.5   63.3   13.020  28.8   0.55e-3 30.9    106.0     0.220    0.496      0.00
  11837.1   11.2   57.7    189.0 0.065     124.1 3.40    24.00     0.127    1.513 
0.4L    :  60.53
    162.7    6.5   65.7   13.020   0.0   0.94e-3 32.3     73.9     0.156    0.413      0.00
  13261.9   11.3   60.1    189.0 0.049     106.9 2.81    24.00     0.127    1.678 
0.5L    :  75.67
     94.4    6.5   65.7   13.020   0.0   0.88e-3 32.1      0.0     0.127    0.413      0.00
  13480.1   11.3   60.1    189.0 0.028     110.2 2.89    24.00     0.127    2.938 
0.6L    :  90.80
    162.7    6.5   65.7   13.020   0.0   0.94e-3 32.3     73.9     0.156    0.413      0.00
  13261.9   11.3   60.1    189.0 0.049     106.9 2.81    24.00     0.127    1.678 
0.7L    : 105.93
    233.0    6.5   63.3   13.020  28.8   0.55e-3 30.9    106.0     0.220    0.496      0.00
  11837.1   11.2   57.7    189.0 0.065     124.1 3.40    24.00     0.127    1.513 
0.8L    : 121.06
    304.7    6.5   61.8   12.586  28.8  -0.03e-3 28.9    134.2     0.263    0.496      0.00
   9146.8   11.1   56.2    189.0 0.089     175.5 4.93    24.00     0.127    1.350 
0.9L    : 136.20
    378.0    6.5   66.1   10.416  28.8  -0.14e-3 28.5    185.2     0.332    0.620      0.00
   5132.2   11.0   60.6    189.0 0.105     206.0 5.37    24.00     0.127    1.382 
Critical: 145.46
    424.7    6.5   66.0    7.768  28.8  -0.16e-3 28.4    227.0     0.393    1.760      0.00
   1944.6    7.1   62.5    189.0 0.115     216.0 5.46    24.00     0.127    2.106 
Transfer: 148.33
    439.4    6.5   66.0    6.593  28.8  -0.10e-3 28.6    251.7     0.436    1.760      0.00
    913.9    5.9   63.1    189.0 0.118     207.7 5.20    24.00     0.127    2.054 
Bearing : 150.67
    451.2    6.5   66.0    1.461   6.4   6.00e-3 50.0    458.8     1.673    3.840      0.00
      0.0    1.3   65.4     41.9 0.123      36.1 0.87    24.00     0.127    2.025 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 2467.11
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    4.93
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 5
(Beam and Slab effects are INCLUDED in Vu).
Computed Interface width considered to be engaged in shear transfer, bvi = 34.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    451.2      7.67     66.03    1.34       65.36    24.00      0.340      1.707      0.000      3.840 
Transfer:      2.33
    439.4      7.74     66.03    5.87       63.10    24.00      0.340      1.729      0.000      1.760 
Critical:      5.21
    424.9      7.55     66.03    7.06       62.50    24.00      0.340      1.668      0.000      1.760 
0.1L    :     14.47
    378.0      6.93     66.08   10.97       60.60    24.00      0.340      1.461      0.000      0.620 
0.2L    :     29.60
    304.7      6.02     61.80   11.15       56.23    24.00      0.340      1.157      0.000      0.496 
0.3L    :     44.73
    233.0      4.49     63.32   11.20       57.72    24.00      0.340      0.645      0.000      0.496 
0.4L    :     59.87
    162.7      3.01     65.72   11.25       60.09    24.00      0.340      0.153      0.000      0.413 
0.5L    :     75.00
     94.4      1.75     65.72   11.25       60.09    24.00      0.340      0.000      0.000      0.413 
0.6L    :     90.13
    162.7      3.01     65.72   11.25       60.09    24.00      0.340      0.153      0.000      0.413 
0.7L    :    105.27
    233.0      4.49     63.32   11.20       57.72    24.00      0.340      0.645      0.000      0.496 
0.8L    :    120.40
    304.7      6.02     61.80   11.15       56.23    24.00      0.340      1.157      0.000      0.496 
0.9L    :    135.53
    378.0      6.93     66.08   10.97       60.60    24.00      0.340      1.461      0.000      0.620 
Critical:    144.79
    424.9      7.55     66.03    7.06       62.50    24.00      0.340      1.668      0.000      1.760 
Transfer:    147.66
    439.4      7.74     66.03    5.87       63.10    24.00      0.340      1.729      0.000      1.760 
Bearing :    150.00
    451.2      7.67     66.03    1.34       65.36    24.00      0.340      1.707      0.000      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 14.47 ft
Prestress      :       3.105  1.80      5.589  2.20      6.831
Self Wt.       :      -1.359  1.85     -2.515  2.40     -3.262
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.746            3.075            3.569
 
At 0.2 x L = 29.60 ft
Prestress      :       5.567  1.80     10.020  2.20     12.247
Self Wt.       :      -2.546  1.85     -4.710  2.40     -6.110
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.021            5.310            6.137
 
At 0.3 x L = 44.73 ft
Prestress      :       7.317  1.80     13.171  2.20     16.098
Self Wt.       :      -3.446  1.85     -6.375  2.40     -8.270
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.872            6.797            7.829
 
At 0.4 x L = 59.87 ft
Prestress      :       8.305  1.80     14.949  2.20     18.271
Self Wt.       :      -3.985  1.85     -7.372  2.40     -9.563
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.320            7.577            8.708
 
At 0.5 x L = 75.00 ft
Prestress      :       8.690  1.80     15.641  2.20     19.117
Self Wt.       :      -4.184  1.85     -7.741  2.40    -10.042
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.505            7.900            9.075
 
At 0.6 x L = 90.13 ft
Prestress      :       8.305  1.80     14.949  2.20     18.271
Self Wt.       :      -3.985  1.85     -7.372  2.40     -9.563
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.320            7.577            8.708
 
At 0.7 x L = 105.27 ft
Prestress      :       7.317  1.80     13.171  2.20     16.098
Self Wt.       :      -3.446  1.85     -6.375  2.40     -8.270
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.872            6.797            7.829
 
At 0.8 x L = 120.40 ft
Prestress      :       5.567  1.80     10.020  2.20     12.247
Self Wt.       :      -2.546  1.85     -4.710  2.40     -6.110
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.021            5.310            6.137
 
At 0.9 x L = 135.53 ft
Prestress      :       3.105  1.80      5.589  2.20      6.831
Self Wt.       :      -1.359  1.85     -2.515  2.40     -3.262
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.746            3.075            3.569
 

ULTIMATE - Span : 1, Beam : 5,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.33
   919.8    56.2  8.311  260.5    7.1   5.87   9612.8  0.026T 1.00       -       -     -     -  
H/2     :   2.97
  1164.3    56.3  8.633  260.1    7.4   6.09   9971.5  0.025T 1.00       -       -     -     -  
0.1L    :  14.47
  5222.2    58.4 12.954  252.9   13.2  10.97  14686.2  0.013T 1.00  10971.9  6945.5    1.34    -  
0.2L    :  29.60
  9467.1    60.9 13.020  253.3   13.5  11.15  15472.3  0.012T 1.00  11087.8 11087.8    1.40    -  
0.3L    :  44.73
 12467.4    63.3 13.020  253.9   13.5  11.20  16163.0  0.012T 1.00  11388.0 11388.0    1.42    -  
0.4L    :  59.87
 14264.2    65.7 13.020  254.4   13.6  11.25  16854.6  0.012T 1.00  11863.6 11863.6    1.42    -  
0.5L    :  75.00
 14830.9    65.7 13.020  254.4   13.6  11.25  16854.6  0.012T 1.00  11784.0 11784.0    1.43    -  
0.6L    :  90.13
 14264.2    65.7 13.020  254.4   13.6  11.25  16854.6  0.012T 1.00  11863.6 11863.6    1.42    -  
0.7L    : 105.27
 12467.4    63.3 13.020  253.9   13.5  11.20  16163.0  0.012T 1.00  11388.0 11388.0    1.42    -  
0.8L    : 120.40
  9467.1    60.9 13.020  253.3   13.5  11.15  15472.3  0.012T 1.00  11087.8 11087.8    1.40    -  
0.9L    : 135.53
  5222.2    58.4 12.954  252.9   13.2  10.97  14686.2  0.013T 1.00  10971.9  6945.5    1.34    -  
H/2     : 147.03
  1164.3    56.3  8.633  260.1    7.4   6.09   9971.5  0.025T 1.00       -       -     -     -  
Transfer: 147.66
   919.8    56.2  8.311  260.5    7.1   5.87   9612.8  0.026T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 5; Groups 1-30; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.102    0.445
        M   2.00 Fb     0.095   -0.175
 
  2   2 E  60.00 Ft     0.407    0.717
        M  12.00 Fb     0.031   -0.213
 
  3   2 E  58.00 Ft     0.697    0.975
        M  10.00 Fb    -0.023   -0.240
 
  4   2 E  56.00 Ft     0.974    1.219
        M   8.00 Fb    -0.065   -0.256
 
  5   2 E  54.00 Ft     1.236    1.449
        M   6.00 Fb    -0.097   -0.261
 
  6   2 E  52.00 Ft     1.485    1.665
        M   4.00 Fb    -0.117   -0.256
 
  7   2 E  50.00 Ft     1.720    1.868
        M   2.00 Fb    -0.127   -0.240
 
  8   2 E  10.00 Ft     1.695    1.844
        M  10.00 Fb     0.069   -0.045
 
  9   2 E  10.00 Ft     1.670    1.820
        M  10.00 Fb     0.266    0.150
 
 10   2 E   8.00 Ft     1.632    1.782
        M   8.00 Fb     0.473    0.355
 
 11   2 E   8.00 Ft     1.593    1.744
        M   8.00 Fb     0.681    0.561
 
 12   2 E   8.00 Ft     1.554    1.706
        M   8.00 Fb     0.888    0.766
 
 13   2 E   8.00 Ft     1.516    1.668
        M   8.00 Fb     1.095    0.972
 
 14   2 E   6.00 Ft     1.463    1.617
        M   6.00 Fb     1.314    1.188
 
 15   2 E   6.00 Ft     1.411    1.565
        M   6.00 Fb     1.532    1.404
 
 16   2 E   6.00 Ft     1.358    1.514
        M   6.00 Fb     1.750    1.621
 
 17   2 E   6.00 Ft     1.306    1.462
        M   6.00 Fb     1.969    1.837
 
 18   2 E   6.00 Ft     1.253    1.410
        M   6.00 Fb     2.187    2.053
 
 19   2 E   6.00 Ft     1.201    1.359
        M   6.00 Fb     2.406    2.270
 
 20   2 E   4.00 Ft     1.134    1.293
        M   4.00 Fb     2.635    2.497
 
 21   2 E   4.00 Ft     1.134    1.228
        M   4.00 Fb     2.635    2.725
 
 22   2 E   4.00 Ft     1.068    1.162
        M   4.00 Fb     2.864    2.953
 
 23   2 E   4.00 Ft     1.002    1.097
        M   4.00 Fb     3.094    3.180
 
 24   2 E   4.00 Ft     0.935    1.031
        M   4.00 Fb     3.323    3.407
 
 25   2 E   4.00 Ft     0.869    0.966
        M   4.00 Fb     3.552    3.634
 
 26   2 E   2.00 Ft     0.789    0.887
        M   2.00 Fb     3.792    3.872
 
 27   2 E   2.00 Ft     0.709    0.808
        M   2.00 Fb     4.033    4.110
 
 28   2 E   2.00 Ft     0.629    0.728
        M   2.00 Fb     4.273    4.348
 
 29   2 E   2.00 Ft     0.548    0.649
        M   2.00 Fb     4.513    4.587
 
 30   2 E   2.00 Ft     0.468    0.570
        M   2.00 Fb     4.754    4.825
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 151.33            Release Length, ft: 151.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  60
No. of strands, Draped:  12           No. of strands, Straight:  48
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.5 ksi  f'ct   4.5 ksi
Initial losses: 10.17 %               Final losses: 15.54 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.754     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.468       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 16854.56    14830.87     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      16.67 %               OK
      Max. Debond Total                    25.00 %       3.33 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.700   1.339     Midspan    2.025   0.327     Midspan
    Pre.Top:   5.700   4.657     Midspan    4.275   3.750     Midspan
    Pre.Bot:   5.700   3.787    Transfer    4.275   3.922    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.403  -0.000     Bearing
    Pre.Top:  -0.586   0.072     Bearing
    Pre.Bot:  -0.586  -0.484     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.800   2.662     Midspan
    Pre.Bot:                                                             3.800   1.837    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  75.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       8.690  1.80     15.641  2.20     19.117
Self Wt.       :      -4.184  1.85     -7.741  2.40    -10.042
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       4.505            7.900            9.075
 
Positive values indicate upward deflection.

LIVE LOADS USED: 

1   ID         : Design Lane
    Description: Design Lane as in AASHTO-LRFD

2   ID         : Design Tandem
    Description: Design Tandem as in AASHTO-LRFD
    First Axle Magnitude = 25.00  k, Wheel Spacing = 6.00 ft, Truck Width = 10.00 ft
    #    Magnitude, k  Max Spacing,ft  Min Spacing,ft    Increment,ft
     1      25.00            4.00            4.00            0.00

3   ID         : Design Truck
    Description: Design Truck as in AASHTO-LRFD
    First Axle Magnitude = 8.00  k, Wheel Spacing = 6.00 ft, Truck Width = 10.00 ft
    #    Magnitude, k  Max Spacing,ft  Min Spacing,ft    Increment,ft
     1      32.00           14.00           14.00            0.00
     2      32.00           30.00           14.00            2.00

 
RATING LOADS - NONE

