 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTE145 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 145 feet, girder spacing is 9.25 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 0.35*Lp (Lpis the beam overall length)
                     (9) The beam lifting and supporting points are both assumed are 10.75 feet and 13 feet from 
                     the girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 7.5 ksi and 9.0 ksi, 
                     respectively.
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_9c3f.tmp\BTE145-0_35\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       44.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.834
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 =   4780521.00
 
SPAN DATA
---------
Precast length    , ft =    146.330
Bearing-to-bearing, ft =    145.000
Release span      , ft =    146.330
 
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   8.125
 2               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 3               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 4               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 5               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   8.125
 
 
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      =      9.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5575.240        4266.220
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 0.35L
     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  145.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052  145.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076  145.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  145.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087  145.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  145.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087  145.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  145.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087  145.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  145.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076  145.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   52.500
   1    1        0.250   92.500
   1    2        0.500   52.500
   1    2        0.500   92.500
   1    3        0.500   52.500
   1    3        0.500   92.500
   1    4        0.500   52.500
   1    4        0.500   92.500
   1    5        0.250   52.500
   1    5        0.250   92.500
 
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  145.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  145.00   Right Barrier Weight
   1    DW Area        0.020   40.83          -       -    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   0.040*     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      9.00 ksi    4.00 ksi 
  Elasticity 5575.24 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    5.40 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.05 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.60 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.57 ksi -0.38 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        9.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    7.50        9.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    7.50        9.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    7.50        9.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    7.50        9.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 56 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 51.22 ft from member end )
 
END PATTERN (Ycg = 15.50 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 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 = 5.21 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 
                                                             
 
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  27.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  27.4167  46.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  46.1670 100.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 100.1631 118.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 118.9134 131.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 131.9134 139.4134 Yes       
       2 US#6[M19]  60.0  0.88    7.00 139.4134 139.9967 Yes       
       2 US#6[M19]  60.0  0.88    6.00 139.9967 143.9967 Yes       
       2 US#6[M19]  60.0  0.88    4.25 143.9967 144.3510 No        
       2 US#6[M19]  60.0  0.88    4.25 144.3507 144.7050 Yes       
       2 US#6[M19]  60.0  0.88    4.25 144.7050 145.0594 No        
       2 US#6[M19]  60.0  0.88    2.75 145.0590 145.2884 Yes       
       2 US#6[M19]  60.0  0.88    2.75 145.2884 145.5177 No        
       2 US#6[M19]  60.0  0.88    2.75 145.5174 145.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 145.7467 145.9760 No        
       2 US#6[M19]  60.0  0.88    2.75 145.9757 146.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 146.2050 146.3300 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 146.3300       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:
 56 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 51.22 ft from member end )
 
END PATTERN (Ycg = 15.50 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 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 = 5.21 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 
                                                             
 
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  27.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  27.4167  46.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  46.1670 100.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 100.1631 118.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 118.9134 131.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 131.9134 139.4134 Yes       
       2 US#6[M19]  60.0  0.88    7.00 139.4134 139.9967 Yes       
       2 US#6[M19]  60.0  0.88    6.00 139.9967 143.9967 Yes       
       2 US#6[M19]  60.0  0.88    4.25 143.9967 144.3510 No        
       2 US#6[M19]  60.0  0.88    4.25 144.3507 144.7050 Yes       
       2 US#6[M19]  60.0  0.88    4.25 144.7050 145.0594 No        
       2 US#6[M19]  60.0  0.88    2.75 145.0590 145.2884 Yes       
       2 US#6[M19]  60.0  0.88    2.75 145.2884 145.5177 No        
       2 US#6[M19]  60.0  0.88    2.75 145.5174 145.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 145.7467 145.9760 No        
       2 US#6[M19]  60.0  0.88    2.75 145.9757 146.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 146.2050 146.3300 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 146.3300       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:
 56 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 51.22 ft from member end )
 
END PATTERN (Ycg = 15.50 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 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 = 5.21 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 
                                                             
 
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  27.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  27.4167  46.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  46.1670 100.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 100.1631 118.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 118.9134 131.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 131.9134 139.4134 Yes       
       2 US#6[M19]  60.0  0.88    7.00 139.4134 139.9967 Yes       
       2 US#6[M19]  60.0  0.88    6.00 139.9967 143.9967 Yes       
       2 US#6[M19]  60.0  0.88    4.25 143.9967 144.3510 No        
       2 US#6[M19]  60.0  0.88    4.25 144.3507 144.7050 Yes       
       2 US#6[M19]  60.0  0.88    4.25 144.7050 145.0594 No        
       2 US#6[M19]  60.0  0.88    2.75 145.0590 145.2884 Yes       
       2 US#6[M19]  60.0  0.88    2.75 145.2884 145.5177 No        
       2 US#6[M19]  60.0  0.88    2.75 145.5174 145.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 145.7467 145.9760 No        
       2 US#6[M19]  60.0  0.88    2.75 145.9757 146.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 146.2050 146.3300 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 146.3300       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:
 56 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 51.22 ft from member end )
 
END PATTERN (Ycg = 15.50 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 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 = 5.21 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 
                                                             
 
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  27.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  27.4167  46.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  46.1670 100.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 100.1631 118.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 118.9134 131.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 131.9134 139.4134 Yes       
       2 US#6[M19]  60.0  0.88    7.00 139.4134 139.9967 Yes       
       2 US#6[M19]  60.0  0.88    6.00 139.9967 143.9967 Yes       
       2 US#6[M19]  60.0  0.88    4.25 143.9967 144.3510 No        
       2 US#6[M19]  60.0  0.88    4.25 144.3507 144.7050 Yes       
       2 US#6[M19]  60.0  0.88    4.25 144.7050 145.0594 No        
       2 US#6[M19]  60.0  0.88    2.75 145.0590 145.2884 Yes       
       2 US#6[M19]  60.0  0.88    2.75 145.2884 145.5177 No        
       2 US#6[M19]  60.0  0.88    2.75 145.5174 145.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 145.7467 145.9760 No        
       2 US#6[M19]  60.0  0.88    2.75 145.9757 146.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 146.2050 146.3300 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 146.3300       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:
 56 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 51.22 ft from member end )
 
END PATTERN (Ycg = 15.50 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 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 = 5.21 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 
                                                             
 
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  27.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  27.4167  46.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  46.1670 100.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 100.1631 118.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 118.9134 131.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 131.9134 139.4134 Yes       
       2 US#6[M19]  60.0  0.88    7.00 139.4134 139.9967 Yes       
       2 US#6[M19]  60.0  0.88    6.00 139.9967 143.9967 Yes       
       2 US#6[M19]  60.0  0.88    4.25 143.9967 144.3510 No        
       2 US#6[M19]  60.0  0.88    4.25 144.3507 144.7050 Yes       
       2 US#6[M19]  60.0  0.88    4.25 144.7050 145.0594 No        
       2 US#6[M19]  60.0  0.88    2.75 145.0590 145.2884 Yes       
       2 US#6[M19]  60.0  0.88    2.75 145.2884 145.5177 No        
       2 US#6[M19]  60.0  0.88    2.75 145.5174 145.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 145.7467 145.9760 No        
       2 US#6[M19]  60.0  0.88    2.75 145.9757 146.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 146.2050 146.3300 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 146.3300       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       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.25 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  =  97.500 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  145.00
     DC  Line       0.052      0.00       0.052  145.00
     DC  Line       0.076      0.00       0.076  145.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    52.50 
      0.25    92.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 146.330 ft
Release length = 146.330 ft
Design  length = 145.000 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)  : 0.685   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.915   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.008   (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           1398.6 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           932695 in4#
Ht. of c.g.           =        28.75 in             45.04 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1645.9 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 = 0.7652

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    13.97    28.60    43.23    57.87    72.50
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    819.3    861.2    861.2    861.2    861.2    861.2    861.2    861.2
  Yb      ,  in    28.56    27.88    27.88    27.74    27.55    27.37    27.28    27.28
  MI(Ixx) , in4   424896   432472   432651   436013   441250   447358   450739   450739
Composite: (At Final, using Ec =  5575.2 ksi )
  Area    , in2   1409.7   1448.6   1448.6   1448.6   1448.6   1448.6   1448.6   1448.6
  Yb      ,  in    44.81    44.00    43.99    43.92    43.82    43.72    43.67    43.67
  MI(Ixx) , in4   942370   976525   976896   983583   993209  1003668  1009210  1009210

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           =       9.00 ksi           4.00 ksi
  Elasticity         =    5575.24 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.40 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.05 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.57 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  56 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 51.22 ft from member end )
END PATTERN (Ycg = 15.50 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 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 = 5.21 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

 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =   12.15 in2      Initial Pull          =     2382.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.109 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     13.886 ft
Holddown Force        =  39.745 kips     Beam Shrtng (PL/AE)   =      0.925 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)       
---------------------------------------------------------------------------------------
      8198.225         740 6066.687     30.388 123069.898  1925.639     926.259        
 
 
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     27.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.4167     46.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      46.1670    100.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00     100.1631    118.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     118.9134    131.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     131.9134    139.4134    Yes
      2      US#6[M19]       60.00        0.88       7.00     139.4134    139.9967    Yes
      2      US#6[M19]       60.00        0.88       6.00     139.9967    143.9967    Yes
      2      US#6[M19]       60.00        0.88       4.25     143.9967    144.3510     No
      2      US#6[M19]       60.00        0.88       4.25     144.3507    144.7050    Yes
      2      US#6[M19]       60.00        0.88       4.25     144.7050    145.0594     No
      2      US#6[M19]       60.00        0.88       2.75     145.0590    145.2884    Yes
      2      US#6[M19]       60.00        0.88       2.75     145.2884    145.5177     No
      2      US#6[M19]       60.00        0.88       2.75     145.5174    145.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75     145.7467    145.9760     No
      2      US#6[M19]       60.00        0.88       2.75     145.9757    146.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     146.2050    146.3300     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 146.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 12.1520 in2       Ycg =  5.21 in
         P_init    =     2382.0 kips  Ecc = 23.54 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.10 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.519 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.68 ksi    0.00 ksi
    due to Composite Loads                                 -2.82 ksi    0.00 ksi
    due to Live Loads                                      -7.15 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                        17.35 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.10 ksi  ( 9.74 %)             9.16 ksi ( 4.67 %)
Total Prestress Losses                                    28.26 ksi (14.42 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.8 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   13.97   28.60   43.23   57.87   72.50
Self wt.  : M       0.0   140.1   177.3   769.7  1400.0  1850.2  2120.3  2210.4
(Max)       V      61.0    59.0    58.5    49.2    36.9    24.6    12.3     0.0
DL-Prec.  : M       0.0    27.2    34.4   149.3   271.6   359.0   411.4   428.8
DC(Max)     V      11.8    11.4    11.3     9.6     7.2     4.8     2.4     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   134.1   169.7   736.5  1339.7  1770.5  2029.0  2115.2
Haunch (Max)V      58.3    56.5    56.0    47.1    35.3    23.6    11.8     0.0
Diaphragm : M       0.0     0.6     0.7     3.5     7.2    10.8    13.1    13.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    49.3    62.4   270.9   492.7   651.2   746.2   777.9
DC(Max)     V      21.5    20.8    20.6    17.3    13.0     8.7     4.3     0.0
DL-Comp   : M       0.0    27.2    34.4   149.5   271.9   359.3   411.8   429.3
DW(Max)     V      11.8    11.5    11.4     9.6     7.2     4.8     2.4     0.0
LL + I    : M+      0.0   249.0   315.1  1362.8  2464.2  3231.8  3690.1  3824.9
            V     137.0   133.9   133.1   118.4    99.3    80.2    53.5    34.4
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   137.0   133.9   133.1   118.5   100.9    84.2    68.5    53.7
            M      -0.0   245.6   310.5  1314.2  2291.4  2891.8  3148.0  3092.5
Total     : M+      0.0   627.4   794.1  3442.1  6247.2  8232.7  9421.9  9799.6
            V     301.7   293.3   291.0   251.4   199.1   146.8    86.7    34.4
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   301.7   293.3   291.1   251.5   200.7   150.9   101.7    53.7
            M      -0.0   624.0   789.5  3393.6  6074.4  7892.7  8879.8  9067.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    87.13  101.77  116.40  131.03  142.03  142.66  145.00
Self wt.  : M    2120.3  1850.2  1400.0   769.7   177.3   140.1     0.0
(Max)       V      12.3    24.6    36.9    49.2    58.5    59.0    61.0
DL-Prec.  : M     411.4   359.0   271.6   149.3    34.4    27.2     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.3    11.4    11.8
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    2029.0  1770.5  1339.7   736.5   169.7   134.1     0.0
Haunch (Max)V      11.8    23.6    35.3    47.1    56.0    56.5    58.3
Diaphragm : M      13.1    10.8     7.2     3.5     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     746.2   651.2   492.7   270.9    62.4    49.3     0.0
DC(Max)     V       4.3     8.7    13.0    17.3    20.6    20.8    21.5
DL-Comp   : M     411.8   359.3   271.9   149.5    34.4    27.2     0.0
DW(Max)     V       2.4     4.8     7.2     9.6    11.4    11.5    11.8
LL + I    : M+   3690.1  3231.8  2464.2  1362.8   315.1   249.0     0.0
            V      53.5    80.2    99.3   118.4   133.1   133.9   137.0
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    68.5    84.2   100.9   118.5   133.1   133.9   137.0
            M    3148.0  2891.8  2291.4  1314.2   310.5   245.6    -0.0
Total     : M+   9421.9  8232.7  6247.2  3442.1   794.1   627.4     0.0
            V      86.7   146.8   199.1   251.4   291.0   293.3   301.7
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   101.7   150.9   200.7   251.5   291.1   293.3   301.7
            M    8879.8  7892.7  6074.4  3393.6   789.5   624.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               61.0             61.0
Deck+Haunch            58.3             58.3
Diaphragm               0.3              0.3
DL-Prec.(DC)           11.8             11.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          107.3            107.3
DL-Comp.(DW)           59.2             59.2
Live                  113.8            113.8
        Truck          67.4             67.4
        Lane           46.4             46.4
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   13.97   28.60   43.23   57.87   72.50
Self wt.  : M       0.0   140.1   177.3   769.7  1400.0  1850.2  2120.3  2210.4
(Max)       V      61.0    59.0    58.5    49.2    36.9    24.6    12.3     0.0
DL-Prec.  : M       0.0    27.2    34.4   149.3   271.6   359.0   411.4   428.8
DC(Max)     V      11.8    11.4    11.3     9.6     7.2     4.8     2.4     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   134.1   169.7   736.5  1339.7  1770.5  2029.0  2115.2
Haunch (Max)V      58.3    56.5    56.0    47.1    35.3    23.6    11.8     0.0
Diaphragm : M       0.0     0.6     0.7     3.5     7.2    10.8    13.1    13.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    49.3    62.4   270.9   492.7   651.2   746.2   777.9
DC(Max)     V      21.5    20.8    20.6    17.3    13.0     8.7     4.3     0.0
DL-Comp   : M       0.0    27.2    34.4   149.5   271.9   359.3   411.8   429.3
DW(Max)     V      11.8    11.5    11.4     9.6     7.2     4.8     2.4     0.0
LL + I    : M+      0.0   199.2   252.1  1090.2  1971.4  2585.4  2952.1  3059.9
            V     109.6   107.1   106.4    94.7    79.4    64.2    42.8    27.5
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   109.6   107.1   106.5    94.8    80.7    67.4    54.8    43.0
            M      -0.0   196.5   248.4  1051.4  1833.1  2313.4  2518.4  2474.0
Total     : M+      0.0   577.6   731.1  3169.6  5754.4  7586.4  8683.9  9034.6
            V     274.3   266.5   264.4   227.7   179.3   130.8    76.0    27.5
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   274.3   266.5   264.4   227.8   180.5   134.0    88.0    43.0
            M      -0.0   574.9   727.4  3130.7  5616.1  7314.4  8250.2  8448.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    87.13  101.77  116.40  131.03  142.03  142.66  145.00
Self wt.  : M    2120.3  1850.2  1400.0   769.7   177.3   140.1     0.0
(Max)       V      12.3    24.6    36.9    49.2    58.5    59.0    61.0
DL-Prec.  : M     411.4   359.0   271.6   149.3    34.4    27.2     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.3    11.4    11.8
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    2029.0  1770.5  1339.7   736.5   169.7   134.1     0.0
Haunch (Max)V      11.8    23.6    35.3    47.1    56.0    56.5    58.3
Diaphragm : M      13.1    10.8     7.2     3.5     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     746.2   651.2   492.7   270.9    62.4    49.3     0.0
DC(Max)     V       4.3     8.7    13.0    17.3    20.6    20.8    21.5
DL-Comp   : M     411.8   359.3   271.9   149.5    34.4    27.2     0.0
DW(Max)     V       2.4     4.8     7.2     9.6    11.4    11.5    11.8
LL + I    : M+   2952.1  2585.4  1971.4  1090.2   252.1   199.2     0.0
            V      42.8    64.2    79.4    94.7   106.4   107.1   109.6
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    54.8    67.4    80.7    94.8   106.5   107.1   109.6
            M    2518.4  2313.4  1833.1  1051.4   248.4   196.5    -0.0
Total     : M+   8683.9  7586.4  5754.4  3169.6   731.1   577.6     0.0
            V      76.0   130.8   179.3   227.7   264.4   266.5   274.3
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    88.0   134.0   180.5   227.8   264.4   266.5   274.3
            M    8250.2  7314.4  5616.1  3130.7   727.4   574.9    -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   13.97   28.60   43.23   57.87   72.50
Self wt.  : M       0.0   175.1   221.6   962.1  1750.0  2312.7  2650.4  2763.0
(Max)       V      76.2    73.8    73.1    61.5    46.2    30.8    15.4     0.0
Self wt.  : M       0.0   126.1   159.6   692.7  1260.0  1665.2  1908.3  1989.3
(Min)       V      54.9    53.1    52.6    44.3    33.2    22.2    11.1     0.0
DL-Prec.  : M       0.0    34.0    43.0   186.7   339.5   448.7   514.2   536.0
DC(Max)     V      14.8    14.3    14.2    11.9     9.0     6.0     3.0     0.0
DL-Prec.  : M       0.0    24.5    31.0   134.4   244.4   323.1   370.2   386.0
DC(Min)     V      10.6    10.3    10.2     8.6     6.4     4.3     2.1     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   167.6   212.1   920.6  1674.6  2213.1  2536.2  2644.0
Haunch (Max)V      72.9    70.6    69.9    58.9    44.2    29.4    14.7     0.0
Deck +    : M       0.0   120.6   152.7   662.9  1205.7  1593.4  1826.1  1903.6
Haunch (Min)V      52.5    50.8    50.4    42.4    31.8    21.2    10.6     0.0
Diaphragm : M       0.0     0.7     0.9     4.4     8.9    13.5    16.4    16.4
(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     3.1     6.4     9.7    11.8    11.8
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    61.6    78.0   338.6   615.9   814.0   932.8   972.4
DC(Max)     V      26.8    26.0    25.7    21.7    16.2    10.8     5.4     0.0
DL-Comp   : M       0.0    44.4    56.2   243.8   443.4   586.0   671.6   700.1
DC(Min)     V      19.3    18.7    18.5    15.6    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    40.8    51.7   224.2   407.8   539.0   617.7   643.9
DW(Max)     V      17.8    17.2    17.0    14.3    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    17.7    22.4    97.2   176.7   233.6   267.7   279.0
DW(Min)     V       7.7     7.4     7.4     6.2     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   435.7   551.4  2384.9  4312.4  5655.6  6457.7  6693.6
            V     239.8   234.3   232.8   207.1   173.7   140.3    93.6    60.2
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   239.8   234.4   232.9   207.4   176.6   147.4   119.9    94.0
            M      -0.0   429.9   543.4  2299.9  4010.0  5060.6  5508.9  5411.9
Total     : M+      0.0   915.5  1158.8  5021.4  9109.1 11996.6 13725.4 14269.3
            V     448.6   436.4   433.1   375.8   300.3   224.8   135.7    60.2
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   448.6   436.5   433.2   376.0   303.1   231.9   162.0    94.0
            M      -0.0   909.7  1150.7  4936.4  8806.7 11401.6 12776.6 12987.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    87.13  101.77  116.40  131.03  142.03  142.66  145.00
Self wt.  : M    2650.4  2312.7  1750.0   962.1   221.6   175.1     0.0
(Max)       V      15.4    30.8    46.2    61.5    73.1    73.8    76.2
Self wt.  : M    1908.3  1665.2  1260.0   692.7   159.6   126.1     0.0
(Min)       V      11.1    22.2    33.2    44.3    52.6    53.1    54.9
DL-Prec.  : M     514.2   448.7   339.5   186.7    43.0    34.0     0.0
DC(Max)     V       3.0     6.0     9.0    11.9    14.2    14.3    14.8
DL-Prec.  : M     370.2   323.1   244.4   134.4    31.0    24.5     0.0
DC(Min)     V       2.1     4.3     6.4     8.6    10.2    10.3    10.6
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    2536.2  2213.1  1674.6   920.6   212.1   167.6     0.0
Haunch (Max)V      14.7    29.4    44.2    58.9    69.9    70.6    72.9
Deck +    : M    1826.1  1593.4  1205.7   662.9   152.7   120.6     0.0
Haunch (Min)V      10.6    21.2    31.8    42.4    50.4    50.8    52.5
Diaphragm : M      16.4    13.5     8.9     4.4     0.9     0.7     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      11.8     9.7     6.4     3.1     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     932.8   814.0   615.9   338.6    78.0    61.6     0.0
DC(Max)     V       5.4    10.8    16.2    21.7    25.7    26.0    26.8
DL-Comp   : M     671.6   586.0   443.4   243.8    56.2    44.4     0.0
DC(Min)     V       3.9     7.8    11.7    15.6    18.5    18.7    19.3
DL-Comp   : M     617.7   539.0   407.8   224.2    51.7    40.8     0.0
DW(Max)     V       3.6     7.2    10.8    14.3    17.0    17.2    17.8
DL-Comp   : M     267.7   233.6   176.7    97.2    22.4    17.7     0.0
DW(Min)     V       1.6     3.1     4.7     6.2     7.4     7.4     7.7
LL + I    : M+   6457.7  5655.6  4312.4  2384.9   551.4   435.7     0.0
            V      93.6   140.3   173.7   207.1   232.8   234.3   239.8
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   119.9   147.4   176.6   207.4   232.9   234.4   239.8
            M    5508.9  5060.6  4010.0  2299.9   543.4   429.9    -0.0
Total     : M+  13725.4 11996.6  9109.1  5021.4  1158.8   915.5     0.0
            V     135.7   224.8   300.3   375.8   433.1   436.4   448.6
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   162.0   231.9   303.1   376.0   433.2   436.5   448.6
            M   12776.6 11401.6  8806.7  4936.4  1150.7   909.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               76.2             76.2
Deck+Haunch            72.9             72.9
Diaphragm               0.3              0.3
DL-Prec.(DC)           14.8             14.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          134.1            134.1
DL-Comp.(DW)           88.8             88.8
Live                  199.1            199.1
        Truck         117.9            117.9
        Lane           81.2             81.2
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   13.97   28.60   43.23   57.87   72.50
Self wt.  : M       0.0   140.1   177.3   769.7  1400.0  1850.2  2120.3  2210.4
(Max)       V      61.0    59.0    58.5    49.2    36.9    24.6    12.3     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    27.2    34.4   149.3   271.6   359.0   411.4   428.8
DC(Max)     V      11.8    11.4    11.3     9.6     7.2     4.8     2.4     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   134.1   169.7   736.5  1339.7  1770.5  2029.0  2115.2
Haunch (Max)V      58.3    56.5    56.0    47.1    35.3    23.6    11.8     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     3.5     7.2    10.8    13.1    13.1
(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    49.3    62.4   270.9   492.7   651.2   746.2   777.9
DC(Max)     V      21.5    20.8    20.6    17.3    13.0     8.7     4.3     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    27.2    34.4   149.5   271.9   359.3   411.8   429.3
DW(Max)     V      11.8    11.5    11.4     9.6     7.2     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   232.4   294.0  1259.4  2242.0  2924.4  3301.5  3339.3
            V     127.6   125.3   124.6   113.5    34.1    74.1    59.5    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   127.6   125.3   124.6   113.5    98.4    83.8    69.2    54.6
            M       0.0   232.8   294.4  1259.4  2235.8  2878.5  3181.9  3146.1
Total     : M+      0.0   610.8   772.9  3338.8  6025.0  7925.3  9033.3  9314.0
            V     292.3   284.7   282.6   246.6   133.9   140.7    92.7    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   292.3   284.7   282.6   246.6   198.3   150.5   102.4    54.6
            M       0.0   611.2   773.4  3338.8  6018.8  7879.4  8913.8  9120.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    87.13  101.77  116.40  131.03  142.03  142.66  145.00
Self wt.  : M    2120.3  1850.2  1400.0   769.7   177.3   140.1     0.0
(Max)       V      12.3    24.6    36.9    49.2    58.5    59.0    61.0
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     411.4   359.0   271.6   149.3    34.4    27.2     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.3    11.4    11.8
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    2029.0  1770.5  1339.7   736.5   169.7   134.1     0.0
Haunch (Max)V      11.8    23.6    35.3    47.1    56.0    56.5    58.3
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      13.1    10.8     7.2     3.5     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     746.2   651.2   492.7   270.9    62.4    49.3     0.0
DC(Max)     V       4.3     8.7    13.0    17.3    20.6    20.8    21.5
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     411.8   359.3   271.9   149.5    34.4    27.2     0.0
DW(Max)     V       2.4     4.8     7.2     9.6    11.4    11.5    11.8
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+   3301.5  2924.4  2242.0  1259.4   294.0   232.4     0.0
            V      59.5    74.1    34.1   113.5   124.6   125.3   127.6
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    69.2    83.8    98.4   113.5   124.6   125.3   127.6
            M    3181.9  2878.5  2235.8  1259.4   294.4   232.8     0.0
Total     : M+   9033.3  7925.3  6025.0  3338.8   772.9   610.8     0.0
            V      92.7   140.7   133.9   246.6   282.6   284.7   292.3
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   102.4   150.5   198.3   246.6   282.6   284.7   292.3
            M    8913.8  7879.4  6018.8  3338.8   773.4   611.2     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   14.63   29.27   43.90   58.53   73.17   51.22
 
Beam-Self
Precast-top    0.176   0.786   1.389   1.807   2.055   2.141   1.951 
Bottom        -0.140  -0.619  -1.080  -1.388  -1.569  -1.635  -1.495 
 
Prestress
Precast-top    0.254  -0.158  -0.665  -1.159  -1.399  -1.399  -1.399 
Bottom         4.760   5.066   5.433   5.781   5.947   5.947   5.947 
 
Total
Precast-top    0.430   0.629   0.723   0.648   0.656   0.741   0.552 
Bottom         4.621   4.447   4.354   4.393   4.377   4.312   4.452 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.68 %)
             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   13.97   28.60   43.23   57.87   72.50
 
Prestress
Precast-top    0.069   0.219   0.200  -0.136  -0.574  -1.000  -1.208  -1.208
Bottom         0.960   4.109   4.124   4.373   4.690   4.990   5.133   5.133
 
Self wt.
Precast-top   -0.000   0.136   0.173   0.747   1.350   1.768   2.016   2.102
Bottom        -0.000  -0.108  -0.137  -0.588  -1.049  -1.358  -1.540  -1.605
 
DL-Prec (DC)
Precast-top   -0.000   0.026   0.034   0.145   0.262   0.343   0.391   0.408
Bottom        -0.000  -0.021  -0.027  -0.114  -0.204  -0.264  -0.299  -0.311
 
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   0.003   0.007   0.010   0.012   0.012
Bottom        -0.000  -0.000  -0.001  -0.003  -0.005  -0.008  -0.010  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.131   0.165   0.715   1.291   1.692   1.930   2.012
Bottom        -0.000  -0.104  -0.131  -0.562  -1.004  -1.300  -1.474  -1.536
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.016   0.069   0.125   0.164   0.187   0.195
Precast-top   -0.000   0.012   0.015   0.063   0.114   0.150   0.172   0.179
Bottom        -0.000  -0.027  -0.034  -0.145  -0.261  -0.340  -0.387  -0.404
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.009   0.038   0.069   0.091   0.103   0.108
Precast-top   -0.000   0.006   0.008   0.035   0.063   0.083   0.095   0.099
Bottom        -0.000  -0.015  -0.019  -0.080  -0.144  -0.188  -0.214  -0.223
 
LL+I(+)
Topping-top   -0.000   0.064   0.081   0.348   0.625   0.814   0.926   0.960
Precast-top   -0.000   0.058   0.074   0.317   0.571   0.745   0.848   0.879
Bottom        -0.000  -0.135  -0.170  -0.730  -1.305  -1.689  -1.916  -1.986
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.083   0.106   0.455   0.819   1.069   1.217   1.263 
Precast-top    0.069   0.589   0.668   1.889   3.084   3.792   4.256   4.483 
Bottom         0.960   3.700   3.606   2.151   0.719  -0.157  -0.706  -0.942 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.025   0.107   0.194   0.255   0.291   0.303 
Precast-top    0.069   0.531   0.595   1.572   2.512   3.046   3.408   3.603 
Bottom         0.960   3.834   3.776   2.881   2.023   1.532   1.210   1.044 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   14.63   29.27   43.90   58.53   73.17   51.22
 
Beam-Self
Precast-top    0.176   0.786   1.389   1.807   2.055   2.141   1.951 
Bottom        -0.140  -0.619  -1.080  -1.388  -1.569  -1.635  -1.495 
 
Prestress
Precast-top    0.254  -0.158  -0.665  -1.159  -1.399  -1.399  -1.399 
Bottom         4.760   5.066   5.433   5.781   5.947   5.947   5.947 
 
Total
Precast-top    0.430   0.629   0.723   0.648   0.656   0.741   0.552 
Bottom         4.621   4.447   4.354   4.393   4.377   4.312   4.452 
 
As_top  , in2  0.000   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   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.68 %)
             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   13.97   28.60   43.23   57.87   72.50
 
Prestress
Precast-top    0.069   0.219   0.200  -0.136  -0.574  -1.000  -1.208  -1.208
Bottom         0.960   4.109   4.124   4.373   4.690   4.990   5.133   5.133
 
Self wt.
Precast-top   -0.000   0.136   0.173   0.747   1.350   1.768   2.016   2.102
Bottom        -0.000  -0.108  -0.137  -0.588  -1.049  -1.358  -1.540  -1.605
 
DL-Prec (DC)
Precast-top   -0.000   0.026   0.034   0.145   0.262   0.343   0.391   0.408
Bottom        -0.000  -0.021  -0.027  -0.114  -0.204  -0.264  -0.299  -0.311
 
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   0.003   0.007   0.010   0.012   0.012
Bottom        -0.000  -0.000  -0.001  -0.003  -0.005  -0.008  -0.010  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.131   0.165   0.715   1.291   1.692   1.930   2.012
Bottom        -0.000  -0.104  -0.131  -0.562  -1.004  -1.300  -1.474  -1.536
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.016   0.069   0.125   0.164   0.187   0.195
Precast-top   -0.000   0.012   0.015   0.063   0.114   0.150   0.172   0.179
Bottom        -0.000  -0.027  -0.034  -0.145  -0.261  -0.340  -0.387  -0.404
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.009   0.038   0.069   0.091   0.103   0.108
Precast-top   -0.000   0.006   0.008   0.035   0.063   0.083   0.095   0.099
Bottom        -0.000  -0.015  -0.019  -0.080  -0.144  -0.188  -0.214  -0.223
 
LL+I(+)
Topping-top   -0.000   0.051   0.065   0.278   0.500   0.651   0.741   0.768
Precast-top   -0.000   0.047   0.059   0.254   0.457   0.596   0.679   0.703
Bottom        -0.000  -0.108  -0.136  -0.584  -1.044  -1.351  -1.533  -1.589
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.071   0.089   0.385   0.694   0.906   1.032   1.071 
Precast-top    0.069   0.578   0.654   1.825   2.969   3.643   4.087   4.307 
Bottom         0.960   3.727   3.640   2.297   0.980   0.181  -0.322  -0.545 
 

 
 
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   13.97   28.60   43.23   57.87   72.50
F_LL+I(+)
Topping-top   -0.000   0.060   0.075   0.321   0.569   0.737   0.829   0.838
Precast-top   -0.000   0.054   0.069   0.293   0.520   0.674   0.759   0.768
Bottom        -0.000  -0.126  -0.159  -0.675  -1.187  -1.528  -1.714  -1.734
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.069   0.088   0.375   0.666   0.864   0.974   0.990 
Precast-top    0.034   0.320   0.366   1.079   1.776   2.197   2.463   2.569 
Bottom         0.480   1.792   1.729   0.766  -0.175  -0.762  -1.109  -1.212 
 

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
    448.6    6.5   66.5    1.424   7.6   6.00e-3 50.0    455.5     1.650    3.840      0.00
      0.0    1.5   65.8     41.9 0.128      35.4 0.87    12.00     0.123    1.946 
Transfer:   3.00
    436.5    6.5   66.5    6.423  34.3  -0.10e-3 28.6    248.1     0.428    1.760      0.00
    909.7    6.4   63.3    189.0 0.122     202.6 5.19    24.00     0.123    1.980 
Critical:   5.88
    421.2    6.5   66.5    7.553  34.3  -0.16e-3 28.4    223.7     0.388    1.760      0.00
   1941.6    8.0   62.5    189.0 0.119     210.1 5.45    24.00     0.123    2.027 
0.1L    :  14.63
    376.0    6.5   66.5    9.548  34.3  -0.11e-3 28.6    189.3     0.344    0.620      0.00
   4936.4   13.0   60.0    189.0 0.109     194.2 5.25    24.00     0.123    1.364 
0.2L    :  29.27
    303.1    6.5   61.6   12.152  34.3  -0.03e-3 28.9    134.8     0.268    0.496      0.00
   8806.7   13.3   55.5    189.0 0.093     167.7 4.91    24.00     0.123    1.340 
0.3L    :  43.90
    231.9    6.5   64.6   12.152  34.3   0.74e-3 31.6    112.6     0.238    0.496      0.00
  11401.6   13.6   58.1    189.0 0.066     110.7 3.09    24.00     0.123    1.473 
0.4L    :  58.53
    162.0    6.5   66.0   12.152   0.0   1.28e-3 33.5     90.4     0.201    0.413      0.00
  12776.6   13.7   59.4    189.0 0.052      89.5 2.44    24.00     0.123    1.529 
0.5L    :  73.17
     94.0    6.5   66.0   12.152   0.0   1.21e-3 33.2     12.3     0.123    0.413      0.00
  12987.5   13.7   59.4    189.0 0.030      92.1 2.51    24.00     0.123    2.676 
0.6L    :  87.80
    162.0    6.5   66.0   12.152   0.0   1.28e-3 33.5     90.4     0.201    0.413      0.00
  12776.6   13.7   59.4    189.0 0.052      89.5 2.44    24.00     0.123    1.529 
0.7L    : 102.43
    231.9    6.5   64.6   12.152  34.3   0.74e-3 31.6    112.6     0.238    0.496      0.00
  11401.6   13.6   58.1    189.0 0.066     110.7 3.09    24.00     0.123    1.473 
0.8L    : 117.06
    303.1    6.5   61.6   12.152  34.3  -0.03e-3 28.9    134.8     0.268    0.496      0.00
   8806.7   13.3   55.5    189.0 0.093     167.7 4.91    24.00     0.123    1.340 
0.9L    : 131.70
    376.0    6.5   66.5    9.548  34.3  -0.11e-3 28.6    189.3     0.344    0.620      0.00
   4936.4   13.0   60.0    189.0 0.109     194.2 5.25    24.00     0.123    1.364 
Critical: 140.45
    421.2    6.5   66.5    7.553  34.3  -0.16e-3 28.4    223.7     0.388    1.760      0.00
   1941.6    8.0   62.5    189.0 0.119     210.1 5.45    24.00     0.123    2.027 
Transfer: 143.33
    436.5    6.5   66.5    6.423  34.3  -0.10e-3 28.6    248.1     0.428    1.760      0.00
    909.7    6.4   63.3    189.0 0.122     202.6 5.19    24.00     0.123    1.980 
Bearing : 145.67
    448.6    6.5   66.5    1.424   7.6   6.00e-3 50.0    455.5     1.650    3.840      0.00
      0.0    1.5   65.8     41.9 0.128      35.4 0.87    12.00     0.123    1.946 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 2382.03
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    4.76
 
 
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
    448.6      7.58     66.52    1.46       65.79    24.00      0.300      1.776      0.000      3.840 
Transfer:      2.33
    436.5      7.66     66.52    6.41       63.32    24.00      0.300      1.803      0.000      1.760 
Critical:      5.21
    421.5      7.49     66.52    7.97       62.54    24.00      0.300      1.747      0.000      1.760 
0.1L    :     13.97
    376.0      6.96     66.52   13.01       60.02    24.00      0.300      1.570      0.000      0.620 
0.2L    :     28.60
    303.1      6.13     61.63   13.29       54.98    24.00      0.300      1.292      0.000      0.496 
0.3L    :     43.23
    231.9      4.46     64.57   13.57       57.78    24.00      0.300      0.736      0.000      0.496 
0.4L    :     57.87
    162.0      3.04     66.04   13.70       59.19    24.00      0.300      0.264      0.000      0.413 
0.5L    :     72.50
     94.0      1.76     66.04   13.70       59.19    24.00      0.300      0.000      0.000      0.413 
0.6L    :     87.13
    162.0      3.04     66.04   13.70       59.19    24.00      0.300      0.264      0.000      0.413 
0.7L    :    101.77
    231.9      4.46     64.57   13.57       57.78    24.00      0.300      0.736      0.000      0.496 
0.8L    :    116.40
    303.1      6.13     61.63   13.29       54.98    24.00      0.300      1.292      0.000      0.496 
0.9L    :    131.03
    376.0      6.96     66.52   13.01       60.02    24.00      0.300      1.570      0.000      0.620 
Critical:    139.79
    421.5      7.49     66.52    7.97       62.54    24.00      0.300      1.747      0.000      1.760 
Transfer:    142.66
    436.5      7.66     66.52    6.41       63.32    24.00      0.300      1.803      0.000      1.760 
Bearing :    145.00
    448.6      7.58     66.52    1.46       65.79    24.00      0.300      1.776      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 = 13.97 ft
Prestress      :       2.813  1.80      5.064  2.20      6.189
Self Wt.       :      -1.190  1.85     -2.201  2.40     -2.856
Deck + Haunch  :                       -0.997  2.30     -2.293
DL-Prec. (DC)  :                       -0.202  3.00     -0.607
Diaphragm      :                       -0.006  3.00     -0.018
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.163  3.00     -0.488
DL-Comp. (DW)  :                       -0.090  3.00     -0.269
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 28.60 ft
Prestress      :       5.039  1.80      9.071  2.20     11.086
Self Wt.       :      -2.225  1.85     -4.115  2.40     -5.339
Deck + Haunch  :                       -1.910  2.30     -4.393
DL-Prec. (DC)  :                       -0.387  3.00     -1.162
Diaphragm      :                       -0.012  3.00     -0.035
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.312  3.00     -0.936
DL-Comp. (DW)  :                       -0.172  3.00     -0.517
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 43.23 ft
Prestress      :       6.606  1.80     11.891  2.20     14.534
Self Wt.       :      -3.004  1.85     -5.557  2.40     -7.210
Deck + Haunch  :                       -2.599  2.30     -5.978
DL-Prec. (DC)  :                       -0.527  3.00     -1.581
Diaphragm      :                       -0.016  3.00     -0.048
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.426  3.00     -1.278
DL-Comp. (DW)  :                       -0.235  3.00     -0.705
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 57.87 ft
Prestress      :       7.552  1.80     13.594  2.20     16.615
Self Wt.       :      -3.492  1.85     -6.460  2.40     -8.380
Deck + Haunch  :                       -3.031  2.30     -6.971
DL-Prec. (DC)  :                       -0.614  3.00     -1.843
Diaphragm      :                       -0.019  3.00     -0.056
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.498  3.00     -1.494
DL-Comp. (DW)  :                       -0.275  3.00     -0.824
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 72.50 ft
Prestress      :       7.895  1.80     14.210  2.20     17.368
Self Wt.       :      -3.667  1.85     -6.783  2.40     -8.800
Deck + Haunch  :                       -3.185  2.30     -7.326
DL-Prec. (DC)  :                       -0.646  3.00     -1.937
Diaphragm      :                       -0.020  3.00     -0.059
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.523  3.00     -1.570
DL-Comp. (DW)  :                       -0.289  3.00     -0.866
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 87.13 ft
Prestress      :       7.552  1.80     13.594  2.20     16.615
Self Wt.       :      -3.492  1.85     -6.460  2.40     -8.380
Deck + Haunch  :                       -3.031  2.30     -6.971
DL-Prec. (DC)  :                       -0.614  3.00     -1.843
Diaphragm      :                       -0.019  3.00     -0.056
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.498  3.00     -1.494
DL-Comp. (DW)  :                       -0.275  3.00     -0.824
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 101.77 ft
Prestress      :       6.606  1.80     11.891  2.20     14.534
Self Wt.       :      -3.004  1.85     -5.557  2.40     -7.210
Deck + Haunch  :                       -2.599  2.30     -5.978
DL-Prec. (DC)  :                       -0.527  3.00     -1.581
Diaphragm      :                       -0.016  3.00     -0.048
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.426  3.00     -1.278
DL-Comp. (DW)  :                       -0.235  3.00     -0.705
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 116.40 ft
Prestress      :       5.039  1.80      9.071  2.20     11.086
Self Wt.       :      -2.225  1.85     -4.115  2.40     -5.339
Deck + Haunch  :                       -1.910  2.30     -4.393
DL-Prec. (DC)  :                       -0.387  3.00     -1.162
Diaphragm      :                       -0.012  3.00     -0.035
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.312  3.00     -0.936
DL-Comp. (DW)  :                       -0.172  3.00     -0.517
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 131.03 ft
Prestress      :       2.813  1.80      5.064  2.20      6.189
Self Wt.       :      -1.190  1.85     -2.201  2.40     -2.856
Deck + Haunch  :                       -0.997  2.30     -2.293
DL-Prec. (DC)  :                       -0.202  3.00     -0.607
Diaphragm      :                       -0.006  3.00     -0.018
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.163  3.00     -0.488
DL-Comp. (DW)  :                       -0.090  3.00     -0.269
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
   915.5    56.4  8.174  259.9    7.5   6.41   9408.8  0.025T 1.00       -       -     -     -  
H/2     :   2.97
  1158.8    56.5  8.485  259.5    7.8   6.64   9755.4  0.024T 1.00       -       -     -     -  
0.1L    :  13.97
  5021.4    58.7 12.152  250.3   15.3  13.01  13658.6  0.011T 1.00  10422.5  6678.5    1.31    -  
0.2L    :  28.60
  9109.1    61.6 12.152  250.8   15.6  13.29  14429.2  0.010T 1.00  10667.1 10667.1    1.35    -  
0.3L    :  43.23
 11996.6    64.6 12.152  251.3   16.0  13.57  15201.3  0.010T 1.00  11091.1 11091.1    1.37    -  
0.4L    :  57.87
 13725.4    66.0 12.152  251.5   16.1  13.70  15587.9  0.010T 1.00  11270.6 11270.6    1.38    -  
0.5L    :  72.50
 14269.3    66.0 12.152  251.5   16.1  13.70  15587.9  0.010T 1.00  11193.4 11193.4    1.39    -  
0.6L    :  87.13
 13725.4    66.0 12.152  251.5   16.1  13.70  15587.9  0.010T 1.00  11270.6 11270.6    1.38    -  
0.7L    : 101.77
 11996.6    64.6 12.152  251.3   16.0  13.57  15201.3  0.010T 1.00  11091.1 11091.1    1.37    -  
0.8L    : 116.40
  9109.1    61.6 12.152  250.8   15.6  13.29  14429.2  0.010T 1.00  10667.1 10667.1    1.35    -  
0.9L    : 131.03
  5021.4    58.7 12.152  250.3   15.3  13.01  13658.6  0.011T 1.00  10422.5  6678.5    1.31    -  
H/2     : 142.03
  1158.8    56.5  8.485  259.5    7.8   6.64   9755.4  0.024T 1.00       -       -     -     -  
Transfer: 142.66
   915.5    56.4  8.174  259.9    7.5   6.41   9408.8  0.025T 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 1-28; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.096
        M   2.00 Fb     0.101
 
  2   2 E  60.00 Ft     0.398
        M  12.00 Fb     0.039
 
  3   2 E  58.00 Ft     0.685
        M  10.00 Fb    -0.012
 
  4   2 E  56.00 Ft     0.959
        M   8.00 Fb    -0.052
 
  5   2 E  54.00 Ft     1.218
        M   6.00 Fb    -0.081
 
  6   2 E  52.00 Ft     1.464
        M   4.00 Fb    -0.099
 
  7   2 E  50.00 Ft     1.696
        M   2.00 Fb    -0.106
 
  8   2 E   8.00 Ft     1.658
        M   8.00 Fb     0.101
 
  9   2 E   8.00 Ft     1.619
        M   8.00 Fb     0.309
 
 10   2 E   8.00 Ft     1.581
        M   8.00 Fb     0.517
 
 11   2 E   8.00 Ft     1.542
        M   8.00 Fb     0.725
 
 12   2 E   6.00 Ft     1.490
        M   6.00 Fb     0.944
 
 13   2 E   6.00 Ft     1.437
        M   6.00 Fb     1.163
 
 14   2 E   6.00 Ft     1.385
        M   6.00 Fb     1.381
 
 15   2 E   6.00 Ft     1.333
        M   6.00 Fb     1.600
 
 16   2 E   6.00 Ft     1.280
        M   6.00 Fb     1.819
 
 17   2 E   6.00 Ft     1.228
        M   6.00 Fb     2.038
 
 18   2 E   4.00 Ft     1.162
        M   4.00 Fb     2.268
 
 19   2 E   4.00 Ft     1.095
        M   4.00 Fb     2.497
 
 20   2 E   4.00 Ft     1.029
        M   4.00 Fb     2.727
 
 21   2 E   4.00 Ft     0.963
        M   4.00 Fb     2.957
 
 22   2 E   4.00 Ft     0.897
        M   4.00 Fb     3.187
 
 23   2 E   4.00 Ft     0.831
        M   4.00 Fb     3.417
 
 24   2 E   2.00 Ft     0.751
        M   2.00 Fb     3.657
 
 25   2 E   2.00 Ft     0.670
        M   2.00 Fb     3.898
 
 26   2 E   2.00 Ft     0.590
        M   2.00 Fb     4.139
 
 27   2 E   2.00 Ft     0.510
        M   2.00 Fb     4.380
 
 28   2 E   2.00 Ft     0.430
        M   2.00 Fb     4.620
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 146.33            Release Length, ft: 146.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  56
No. of strands, Draped:  12           No. of strands, Straight:  44
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.0 ksi  f'ct   4.0 ksi
Initial losses:  9.74 %               Final losses: 14.42 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.621     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.430       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)                 15587.94    14269.29     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               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:   2.400   1.263     Midspan    1.800   0.303     Midspan
    Pre.Top:   5.400   4.483     Midspan    4.050   3.603     Midspan
    Pre.Bot:   5.400   3.700    Transfer    4.050   3.834    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.570   0.069     Bearing
    Pre.Bot:  -0.570  -0.545     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.600   2.569     Midspan
    Pre.Bot:                                                             3.600   1.792    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  72.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.895  1.80     14.210  2.20     17.368
Self Wt.       :      -3.667  1.85     -6.783  2.40     -8.800
Deck + Haunch  :                       -3.185  2.30     -7.326
DL-Prec. (DC)  :                       -0.646  3.00     -1.937
Diaphragm      :                       -0.020  3.00     -0.059
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.523  3.00     -1.570
DL-Comp. (DW)  :                       -0.289  3.00     -0.866
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       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 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  = 111.000 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  145.00
     DC  Line       0.087      0.00       0.087  145.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    52.50 
      0.50    92.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 146.330 ft
Release length = 146.330 ft
Design  length = 145.000 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)  : 0.700   (Calculated)    
Live Moment (1  lane  loaded)  : 0.467   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.151   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.921   (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           1478.7 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           970874 in4#
Ht. of c.g.           =        28.75 in             46.25 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 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 = 0.7652

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    13.97    28.60    43.23    57.87    72.50
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    819.3    861.2    861.2    861.2    861.2    861.2    861.2    861.2
  Yb      ,  in    28.56    27.88    27.88    27.74    27.55    27.37    27.28    27.28
  MI(Ixx) , in4   424896   432472   432651   436013   441250   447358   450739   450739
Composite: (At Final, using Ec =  5575.2 ksi )
  Area    , in2   1489.8   1528.6   1528.6   1528.6   1528.6   1528.6   1528.6   1528.6
  Yb      ,  in    46.02    45.22    45.22    45.15    45.05    44.96    44.91    44.91
  MI(Ixx) , in4   981359  1018381  1018767  1025725  1035713  1046535  1052259  1052259

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           =       9.00 ksi           4.00 ksi
  Elasticity         =    5575.24 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.40 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.05 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.57 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  56 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 51.22 ft from member end )
END PATTERN (Ycg = 15.50 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 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 = 5.21 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

 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =   12.15 in2      Initial Pull          =     2382.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.563 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.454 ft
Holddown Force        =  39.745 kips     Beam Shrtng (PL/AE)   =      0.925 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)       
---------------------------------------------------------------------------------------
      8198.225         740 6066.687     30.388 123069.898  1925.639     926.259        
 
 
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     27.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.4167     46.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      46.1670    100.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00     100.1631    118.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     118.9134    131.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     131.9134    139.4134    Yes
      2      US#6[M19]       60.00        0.88       7.00     139.4134    139.9967    Yes
      2      US#6[M19]       60.00        0.88       6.00     139.9967    143.9967    Yes
      2      US#6[M19]       60.00        0.88       4.25     143.9967    144.3510     No
      2      US#6[M19]       60.00        0.88       4.25     144.3507    144.7050    Yes
      2      US#6[M19]       60.00        0.88       4.25     144.7050    145.0594     No
      2      US#6[M19]       60.00        0.88       2.75     145.0590    145.2884    Yes
      2      US#6[M19]       60.00        0.88       2.75     145.2884    145.5177     No
      2      US#6[M19]       60.00        0.88       2.75     145.5174    145.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75     145.7467    145.9760     No
      2      US#6[M19]       60.00        0.88       2.75     145.9757    146.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     146.2050    146.3300     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 146.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 12.1520 in2       Ycg =  5.21 in
         P_init    =     2382.0 kips  Ecc = 23.54 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.10 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.519 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -8.25 ksi    0.00 ksi
    due to Composite Loads                                 -2.79 ksi    0.00 ksi
    due to Live Loads                                      -6.19 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                        17.35 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.10 ksi  ( 9.74 %)             9.58 ksi ( 4.89 %)
Total Prestress Losses                                    28.68 ksi (14.63 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.3 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   13.97   28.60   43.23   57.87   72.50
Self wt.  : M       0.0   140.1   177.3   769.7  1400.0  1850.2  2120.3  2210.4
(Max)       V      61.0    59.0    58.5    49.2    36.9    24.6    12.3     0.0
DL-Prec.  : M       0.0    20.3    25.7   111.4   202.6   267.8   306.9   319.9
DC(Max)     V       8.8     8.5     8.5     7.1     5.3     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   152.2   192.7   836.2  1521.1  2010.3  2303.8  2401.6
Haunch (Max)V      66.3    64.1    63.5    53.5    40.1    26.7    13.4     0.0
Diaphragm : M       0.0     1.2     1.5     7.0    14.3    21.6    26.3    26.3
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    49.3    62.4   270.9   492.7   651.2   746.2   777.9
DC(Max)     V      21.5    20.8    20.6    17.3    13.0     8.7     4.3     0.0
DL-Comp   : M       0.0    27.2    34.4   149.5   271.9   359.3   411.8   429.3
DW(Max)     V      11.8    11.5    11.4     9.6     7.2     4.8     2.4     0.0
LL + I    : M+      0.0   217.7   275.5  1191.5  2154.5  2825.6  3226.4  3344.3
            V     156.5   152.9   152.0   135.2   113.4    91.6    61.1    39.3
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   156.5   152.9   152.0   135.3   115.2    96.2    78.2    61.3
            M      -0.0   214.8   271.5  1149.1  2003.5  2528.4  2752.4  2703.9
Total     : M+      0.0   607.9   769.5  3336.2  6057.1  7985.9  9141.6  9509.5
            V     326.3   317.3   314.9   272.4   216.4   160.5    95.3    39.3
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   326.3   317.3   314.9   272.5   218.3   165.1   112.4    61.3
            M      -0.0   605.0   765.4  3293.7  5906.0  7688.7  8667.6  8869.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    87.13  101.77  116.40  131.03  142.03  142.66  145.00
Self wt.  : M    2120.3  1850.2  1400.0   769.7   177.3   140.1     0.0
(Max)       V      12.3    24.6    36.9    49.2    58.5    59.0    61.0
DL-Prec.  : M     306.9   267.8   202.6   111.4    25.7    20.3     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.5     8.5     8.8
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    2303.8  2010.3  1521.1   836.2   192.7   152.2     0.0
Haunch (Max)V      13.4    26.7    40.1    53.5    63.5    64.1    66.3
Diaphragm : M      26.3    21.6    14.3     7.0     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     746.2   651.2   492.7   270.9    62.4    49.3     0.0
DC(Max)     V       4.3     8.7    13.0    17.3    20.6    20.8    21.5
DL-Comp   : M     411.8   359.3   271.9   149.5    34.4    27.2     0.0
DW(Max)     V       2.4     4.8     7.2     9.6    11.4    11.5    11.8
LL + I    : M+   3226.4  2825.6  2154.5  1191.5   275.5   217.7     0.0
            V      61.1    91.6   113.4   135.2   152.0   152.9   156.5
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    78.2    96.2   115.2   135.3   152.0   152.9   156.5
            M    2752.4  2528.4  2003.5  1149.1   271.5   214.8    -0.0
Total     : M+   9141.6  7985.9  6057.1  3336.2   769.5   607.9     0.0
            V      95.3   160.5   216.4   272.4   314.9   317.3   326.3
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   112.4   165.1   218.3   272.5   314.9   317.3   326.3
            M    8667.6  7688.7  5906.0  3293.7   765.4   605.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               61.0             61.0
Deck+Haunch            66.3             66.3
Diaphragm               0.5              0.5
DL-Prec.(DC)            8.8              8.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          107.3            107.3
DL-Comp.(DW)           59.2             59.2
Live                  113.8            113.8
        Truck          67.4             67.4
        Lane           46.4             46.4
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   13.97   28.60   43.23   57.87   72.50
Self wt.  : M       0.0   140.1   177.3   769.7  1400.0  1850.2  2120.3  2210.4
(Max)       V      61.0    59.0    58.5    49.2    36.9    24.6    12.3     0.0
DL-Prec.  : M       0.0    20.3    25.7   111.4   202.6   267.8   306.9   319.9
DC(Max)     V       8.8     8.5     8.5     7.1     5.3     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   152.2   192.7   836.2  1521.1  2010.3  2303.8  2401.6
Haunch (Max)V      66.3    64.1    63.5    53.5    40.1    26.7    13.4     0.0
Diaphragm : M       0.0     1.2     1.5     7.0    14.3    21.6    26.3    26.3
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    49.3    62.4   270.9   492.7   651.2   746.2   777.9
DC(Max)     V      21.5    20.8    20.6    17.3    13.0     8.7     4.3     0.0
DL-Comp   : M       0.0    27.2    34.4   149.5   271.9   359.3   411.8   429.3
DW(Max)     V      11.8    11.5    11.4     9.6     7.2     4.8     2.4     0.0
LL + I    : M+      0.0   174.2   220.4   953.2  1723.6  2260.5  2581.1  2675.4
            V     125.2   122.3   121.6   108.1    90.7    73.3    48.9    31.4
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   125.2   122.4   121.6   108.3    92.2    77.0    62.6    49.1
            M      -0.0   171.8   217.2   919.3  1602.8  2022.7  2201.9  2163.1
Total     : M+      0.0   564.4   714.4  3097.9  5626.2  7420.8  8496.3  8840.7
            V     295.0   286.7   284.5   245.4   193.8   142.1    83.1    31.4
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   295.0   286.8   284.5   245.5   195.2   145.8    96.8    49.1
            M      -0.0   562.0   711.1  3063.9  5505.3  7183.0  8117.1  8328.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    87.13  101.77  116.40  131.03  142.03  142.66  145.00
Self wt.  : M    2120.3  1850.2  1400.0   769.7   177.3   140.1     0.0
(Max)       V      12.3    24.6    36.9    49.2    58.5    59.0    61.0
DL-Prec.  : M     306.9   267.8   202.6   111.4    25.7    20.3     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.5     8.5     8.8
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    2303.8  2010.3  1521.1   836.2   192.7   152.2     0.0
Haunch (Max)V      13.4    26.7    40.1    53.5    63.5    64.1    66.3
Diaphragm : M      26.3    21.6    14.3     7.0     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     746.2   651.2   492.7   270.9    62.4    49.3     0.0
DC(Max)     V       4.3     8.7    13.0    17.3    20.6    20.8    21.5
DL-Comp   : M     411.8   359.3   271.9   149.5    34.4    27.2     0.0
DW(Max)     V       2.4     4.8     7.2     9.6    11.4    11.5    11.8
LL + I    : M+   2581.1  2260.5  1723.6   953.2   220.4   174.2     0.0
            V      48.9    73.3    90.7   108.1   121.6   122.3   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    62.6    77.0    92.2   108.3   121.6   122.4   125.2
            M    2201.9  2022.7  1602.8   919.3   217.2   171.8    -0.0
Total     : M+   8496.3  7420.8  5626.2  3097.9   714.4   564.4     0.0
            V      83.1   142.1   193.8   245.4   284.5   286.7   295.0
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    96.8   145.8   195.2   245.5   284.5   286.8   295.0
            M    8117.1  7183.0  5505.3  3063.9   711.1   562.1    -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   13.97   28.60   43.23   57.87   72.50
Self wt.  : M       0.0   175.1   221.6   962.1  1750.0  2312.7  2650.4  2763.0
(Max)       V      76.2    73.8    73.1    61.5    46.2    30.8    15.4     0.0
Self wt.  : M       0.0   126.1   159.6   692.7  1260.0  1665.2  1908.3  1989.3
(Min)       V      54.9    53.1    52.6    44.3    33.2    22.2    11.1     0.0
DL-Prec.  : M       0.0    25.3    32.1   139.2   253.3   334.7   383.6   399.9
DC(Max)     V      11.0    10.7    10.6     8.9     6.7     4.5     2.2     0.0
DL-Prec.  : M       0.0    18.2    23.1   100.2   182.3   241.0   276.2   287.9
DC(Min)     V       7.9     7.7     7.6     6.4     4.8     3.2     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   190.3   240.8  1045.3  1901.4  2512.8  2879.7  3002.0
Haunch (Max)V      82.8    80.1    79.4    66.9    50.1    33.4    16.7     0.0
Deck +    : M       0.0   137.0   173.4   752.6  1369.0  1809.2  2073.4  2161.4
Haunch (Min)V      59.6    57.7    57.2    48.1    36.1    24.1    12.0     0.0
Diaphragm : M       0.0     1.5     1.9     8.7    17.9    27.0    32.8    32.8
(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     6.3    12.9    19.5    23.6    23.6
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    61.6    78.0   338.6   615.9   814.0   932.8   972.4
DC(Max)     V      26.8    26.0    25.7    21.7    16.2    10.8     5.4     0.0
DL-Comp   : M       0.0    44.4    56.2   243.8   443.4   586.0   671.6   700.1
DC(Min)     V      19.3    18.7    18.5    15.6    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    40.8    51.7   224.2   407.8   539.0   617.7   643.9
DW(Max)     V      17.8    17.2    17.0    14.3    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    17.7    22.4    97.2   176.7   233.6   267.7   279.0
DW(Min)     V       7.7     7.4     7.4     6.2     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   381.0   482.1  2085.2  3770.4  4944.9  5646.2  5852.4
            V     273.9   267.6   265.9   236.6   198.4   160.3   106.9    68.8
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   273.9   267.7   266.0   236.8   201.7   168.4   136.9   107.4
            M      -0.0   375.8   475.1  2010.9  3506.0  4424.7  4816.6  4731.8
Total     : M+      0.0   875.6  1108.2  4803.3  8716.6 11485.1 13143.1 13666.4
            V     489.1   476.0   472.4   410.5   329.0   247.6   150.2    68.8
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   489.1   476.0   472.5   410.7   332.2   255.6   180.2   107.4
            M      -0.0   870.4  1101.2  4729.0  8452.2 10964.9 12313.6 12545.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    87.13  101.77  116.40  131.03  142.03  142.66  145.00
Self wt.  : M    2650.4  2312.7  1750.0   962.1   221.6   175.1     0.0
(Max)       V      15.4    30.8    46.2    61.5    73.1    73.8    76.2
Self wt.  : M    1908.3  1665.2  1260.0   692.7   159.6   126.1     0.0
(Min)       V      11.1    22.2    33.2    44.3    52.6    53.1    54.9
DL-Prec.  : M     383.6   334.7   253.3   139.2    32.1    25.3     0.0
DC(Max)     V       2.2     4.5     6.7     8.9    10.6    10.7    11.0
DL-Prec.  : M     276.2   241.0   182.3   100.2    23.1    18.2     0.0
DC(Min)     V       1.6     3.2     4.8     6.4     7.6     7.7     7.9
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    2879.7  2512.8  1901.4  1045.3   240.8   190.3     0.0
Haunch (Max)V      16.7    33.4    50.1    66.9    79.4    80.1    82.8
Deck +    : M    2073.4  1809.2  1369.0   752.6   173.4   137.0     0.0
Haunch (Min)V      12.0    24.1    36.1    48.1    57.2    57.7    59.6
Diaphragm : M      32.8    27.0    17.9     8.7     1.9     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      23.6    19.5    12.9     6.3     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     932.8   814.0   615.9   338.6    78.0    61.6     0.0
DC(Max)     V       5.4    10.8    16.2    21.7    25.7    26.0    26.8
DL-Comp   : M     671.6   586.0   443.4   243.8    56.2    44.4     0.0
DC(Min)     V       3.9     7.8    11.7    15.6    18.5    18.7    19.3
DL-Comp   : M     617.7   539.0   407.8   224.2    51.7    40.8     0.0
DW(Max)     V       3.6     7.2    10.8    14.3    17.0    17.2    17.8
DL-Comp   : M     267.7   233.6   176.7    97.2    22.4    17.7     0.0
DW(Min)     V       1.6     3.1     4.7     6.2     7.4     7.4     7.7
LL + I    : M+   5646.2  4944.9  3770.4  2085.2   482.1   381.0     0.0
            V     106.9   160.3   198.4   236.6   265.9   267.6   273.9
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   136.9   168.4   201.7   236.8   266.0   267.7   273.9
            M    4816.6  4424.7  3506.0  2010.9   475.1   375.8    -0.0
Total     : M+  13143.1 11485.1  8716.6  4803.3  1108.2   875.6     0.0
            V     150.2   247.6   329.0   410.5   472.4   476.0   489.1
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   180.2   255.6   332.2   410.7   472.5   476.0   489.1
            M   12313.6 10964.9  8452.2  4729.0  1101.2   870.4    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               76.2             76.2
Deck+Haunch            82.8             82.8
Diaphragm               0.6              0.6
DL-Prec.(DC)           11.0             11.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          134.1            134.1
DL-Comp.(DW)           88.8             88.8
Live                  199.1            199.1
        Truck         117.9            117.9
        Lane           81.2             81.2
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   13.97   28.60   43.23   57.87   72.50
Self wt.  : M       0.0   140.1   177.3   769.7  1400.0  1850.2  2120.3  2210.4
(Max)       V      61.0    59.0    58.5    49.2    36.9    24.6    12.3     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    20.3    25.7   111.4   202.6   267.8   306.9   319.9
DC(Max)     V       8.8     8.5     8.5     7.1     5.3     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   152.2   192.7   836.2  1521.1  2010.3  2303.8  2401.6
Haunch (Max)V      66.3    64.1    63.5    53.5    40.1    26.7    13.4     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     7.0    14.3    21.6    26.3    26.3
(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    49.3    62.4   270.9   492.7   651.2   746.2   777.9
DC(Max)     V      21.5    20.8    20.6    17.3    13.0     8.7     4.3     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    27.2    34.4   149.5   271.9   359.3   411.8   429.3
DW(Max)     V      11.8    11.5    11.4     9.6     7.2     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   135.8   171.7   735.8  1309.9  1708.5  1928.8  1950.9
            V     116.6   114.5   113.9   103.7    31.1    67.7    54.4    41.0
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   116.6   114.5   113.9   103.7    89.9    76.6    63.3    49.9
            M       0.0   136.0   172.0   735.8  1306.2  1681.7  1859.0  1838.1
Total     : M+      0.0   526.0   665.7  2880.4  5212.4  6868.8  7844.0  8116.2
            V     286.5   278.9   276.8   241.0   134.2   136.6    88.6    41.0
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   286.5   278.9   276.8   241.0   193.0   145.5    97.4    49.9
            M       0.0   526.2   666.0  2880.4  5208.8  6842.0  7774.2  8003.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    87.13  101.77  116.40  131.03  142.03  142.66  145.00
Self wt.  : M    2120.3  1850.2  1400.0   769.7   177.3   140.1     0.0
(Max)       V      12.3    24.6    36.9    49.2    58.5    59.0    61.0
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     306.9   267.8   202.6   111.4    25.7    20.3     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.5     8.5     8.8
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    2303.8  2010.3  1521.1   836.2   192.7   152.2     0.0
Haunch (Max)V      13.4    26.7    40.1    53.5    63.5    64.1    66.3
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      26.3    21.6    14.3     7.0     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     746.2   651.2   492.7   270.9    62.4    49.3     0.0
DC(Max)     V       4.3     8.7    13.0    17.3    20.6    20.8    21.5
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     411.8   359.3   271.9   149.5    34.4    27.2     0.0
DW(Max)     V       2.4     4.8     7.2     9.6    11.4    11.5    11.8
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+   1928.8  1708.5  1309.9   735.8   171.7   135.8     0.0
            V      54.4    67.7    31.1   103.7   113.9   114.5   116.6
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    63.3    76.6    89.9   103.7   113.9   114.5   116.6
            M    1859.0  1681.7  1306.2   735.8   172.0   136.0     0.0
Total     : M+   7844.0  6868.8  5212.4  2880.4   665.7   526.0     0.0
            V      88.6   136.6   134.2   241.0   276.8   278.9   286.5
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    97.4   145.5   193.0   241.0   276.8   278.9   286.5
            M    7774.2  6842.0  5208.8  2880.4   666.0   526.2     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   14.63   29.27   43.90   58.53   73.17   51.22
 
Beam-Self
Precast-top    0.176   0.786   1.389   1.807   2.055   2.141   1.951 
Bottom        -0.140  -0.619  -1.080  -1.388  -1.569  -1.635  -1.495 
 
Prestress
Precast-top    0.254  -0.158  -0.665  -1.159  -1.399  -1.399  -1.399 
Bottom         4.760   5.066   5.433   5.781   5.947   5.947   5.947 
 
Total
Precast-top    0.430   0.629   0.723   0.648   0.656   0.741   0.552 
Bottom         4.621   4.447   4.354   4.393   4.377   4.312   4.452 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.68 %)
             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   13.97   28.60   43.23   57.87   72.50
 
Prestress
Precast-top    0.069   0.219   0.200  -0.136  -0.574  -1.000  -1.208  -1.208
Bottom         0.960   4.109   4.124   4.373   4.690   4.990   5.133   5.133
 
Self wt.
Precast-top   -0.000   0.136   0.173   0.747   1.350   1.768   2.016   2.102
Bottom        -0.000  -0.108  -0.137  -0.588  -1.049  -1.358  -1.540  -1.605
 
DL-Prec (DC)
Precast-top   -0.000   0.020   0.025   0.108   0.195   0.256   0.292   0.304
Bottom        -0.000  -0.016  -0.020  -0.085  -0.152  -0.197  -0.223  -0.232
 
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   0.025   0.025
Bottom        -0.000  -0.001  -0.001  -0.005  -0.011  -0.016  -0.019  -0.019
 
Deck + Haunch
Precast-top   -0.000   0.148   0.188   0.812   1.466   1.921   2.191   2.284
Bottom        -0.000  -0.118  -0.149  -0.638  -1.140  -1.476  -1.673  -1.744
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.063   0.114   0.150   0.172   0.179
Precast-top   -0.000   0.010   0.013   0.057   0.102   0.135   0.154   0.161
Bottom        -0.000  -0.026  -0.033  -0.143  -0.257  -0.336  -0.382  -0.398
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.035   0.063   0.083   0.095   0.099
Precast-top   -0.000   0.006   0.007   0.031   0.057   0.074   0.085   0.089
Bottom        -0.000  -0.014  -0.018  -0.079  -0.142  -0.185  -0.211  -0.220
 
LL+I(+)
Topping-top   -0.000   0.051   0.065   0.278   0.500   0.652   0.742   0.769
Precast-top   -0.000   0.046   0.058   0.249   0.448   0.585   0.666   0.690
Bottom        -0.000  -0.116  -0.147  -0.629  -1.125  -1.457  -1.652  -1.713
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.069   0.087   0.377   0.678   0.885   1.008   1.046 
Precast-top    0.069   0.587   0.665   1.874   3.058   3.760   4.221   4.446 
Bottom         0.960   3.710   3.619   2.205   0.815  -0.034  -0.567  -0.798 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.023   0.098   0.178   0.233   0.266   0.278 
Precast-top    0.069   0.541   0.607   1.625   2.609   3.175   3.555   3.756 
Bottom         0.960   3.826   3.765   2.835   1.940   1.422   1.085   0.914 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   14.63   29.27   43.90   58.53   73.17   51.22
 
Beam-Self
Precast-top    0.176   0.786   1.389   1.807   2.055   2.141   1.951 
Bottom        -0.140  -0.619  -1.080  -1.388  -1.569  -1.635  -1.495 
 
Prestress
Precast-top    0.254  -0.158  -0.665  -1.159  -1.399  -1.399  -1.399 
Bottom         4.760   5.066   5.433   5.781   5.947   5.947   5.947 
 
Total
Precast-top    0.430   0.629   0.723   0.648   0.656   0.741   0.552 
Bottom         4.621   4.447   4.354   4.393   4.377   4.312   4.452 
 
As_top  , in2  0.000   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   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.68 %)
             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   13.97   28.60   43.23   57.87   72.50
 
Prestress
Precast-top    0.069   0.219   0.200  -0.136  -0.574  -1.000  -1.208  -1.208
Bottom         0.960   4.109   4.124   4.373   4.690   4.990   5.133   5.133
 
Self wt.
Precast-top   -0.000   0.136   0.173   0.747   1.350   1.768   2.016   2.102
Bottom        -0.000  -0.108  -0.137  -0.588  -1.049  -1.358  -1.540  -1.605
 
DL-Prec (DC)
Precast-top   -0.000   0.020   0.025   0.108   0.195   0.256   0.292   0.304
Bottom        -0.000  -0.016  -0.020  -0.085  -0.152  -0.197  -0.223  -0.232
 
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   0.025   0.025
Bottom        -0.000  -0.001  -0.001  -0.005  -0.011  -0.016  -0.019  -0.019
 
Deck + Haunch
Precast-top   -0.000   0.148   0.188   0.812   1.466   1.921   2.191   2.284
Bottom        -0.000  -0.118  -0.149  -0.638  -1.140  -1.476  -1.673  -1.744
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.063   0.114   0.150   0.172   0.179
Precast-top   -0.000   0.010   0.013   0.057   0.102   0.135   0.154   0.161
Bottom        -0.000  -0.026  -0.033  -0.143  -0.257  -0.336  -0.382  -0.398
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.035   0.063   0.083   0.095   0.099
Precast-top   -0.000   0.006   0.007   0.031   0.057   0.074   0.085   0.089
Bottom        -0.000  -0.014  -0.018  -0.079  -0.142  -0.185  -0.211  -0.220
 
LL+I(+)
Topping-top   -0.000   0.041   0.052   0.223   0.400   0.522   0.593   0.615
Precast-top   -0.000   0.036   0.046   0.199   0.358   0.468   0.533   0.552
Bottom        -0.000  -0.093  -0.117  -0.503  -0.900  -1.165  -1.322  -1.370
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.059   0.074   0.321   0.578   0.755   0.860   0.893 
Precast-top    0.069   0.577   0.653   1.824   2.968   3.643   4.088   4.308 
Bottom         0.960   3.733   3.648   2.331   1.040   0.257  -0.236  -0.456 
 

 
 
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   13.97   28.60   43.23   57.87   72.50
F_LL+I(+)
Topping-top   -0.000   0.032   0.040   0.172   0.304   0.394   0.443   0.448
Precast-top   -0.000   0.028   0.036   0.154   0.272   0.354   0.398   0.403
Bottom        -0.000  -0.072  -0.091  -0.389  -0.684  -0.881  -0.988  -0.999
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.052   0.221   0.393   0.511   0.577   0.587 
Precast-top    0.034   0.299   0.339   0.966   1.577   1.941   2.175   2.281 
Bottom         0.480   1.841   1.791   1.029   0.286  -0.169  -0.445  -0.542 
 

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
    489.1    6.5   66.5    1.392   7.6   6.00e-3 50.0    500.4     1.810    3.840      0.00
      0.0    1.3   65.9     41.9 0.139      35.4 0.87    12.00     0.123    1.787 
Transfer:   3.00
    476.0    6.5   66.5    6.281  34.3  -0.07e-3 28.8    295.4     0.508    1.760      0.00
    870.4    5.5   63.8    189.0 0.133     199.2 5.07    12.00     0.123    1.828 
Critical:   5.94
    459.4    6.5   66.5    7.414  34.3  -0.13e-3 28.6    269.2     0.463    1.760      0.00
   1871.5    6.5   63.3    189.0 0.129     206.9 5.31    12.00     0.123    1.880 
0.1L    :  14.63
    410.7    6.5   66.5    9.548  34.3  -0.12e-3 28.6    221.6     0.391    0.620      0.00
   4729.0    9.3   61.9    189.0 0.117     200.5 5.26    24.00     0.123    1.285 
0.2L    :  29.27
    332.2    6.5   61.6   12.152  34.3  -0.05e-3 28.8    160.1     0.310    0.496      0.00
   8452.2    9.4   56.9    189.0 0.101     174.8 4.98    24.00     0.123    1.261 
0.3L    :  43.90
    255.6    6.5   64.6   12.152  34.3   0.36e-3 30.2    110.1     0.215    0.496      0.00
  10964.9    9.5   59.8    189.0 0.071     139.7 3.79    24.00     0.123    1.508 
0.4L    :  58.53
    180.2    6.5   66.0   12.152   0.0   0.85e-3 32.0     89.5     0.182    0.413      0.00
  12313.6    9.5   61.3    189.0 0.056     110.8 2.93    24.00     0.123    1.566 
0.5L    :  73.17
    107.4    6.5   66.0   12.152   0.0   0.77e-3 31.7      4.4     0.123    0.413      0.00
  12545.7    9.5   61.3    189.0 0.033     114.9 3.04    24.00     0.123    2.683 
0.6L    :  87.80
    180.2    6.5   66.0   12.152   0.0   0.85e-3 32.0     89.5     0.182    0.413      0.00
  12313.6    9.5   61.3    189.0 0.056     110.8 2.93    24.00     0.123    1.566 
0.7L    : 102.43
    255.6    6.5   64.6   12.152  34.3   0.36e-3 30.2    110.1     0.215    0.496      0.00
  10964.9    9.5   59.8    189.0 0.071     139.7 3.79    24.00     0.123    1.508 
0.8L    : 117.06
    332.2    6.5   61.6   12.152  34.3  -0.05e-3 28.8    160.1     0.310    0.496      0.00
   8452.2    9.4   56.9    189.0 0.101     174.8 4.98    24.00     0.123    1.261 
0.9L    : 131.70
    410.7    6.5   66.5    9.548  34.3  -0.12e-3 28.6    221.6     0.391    0.620      0.00
   4729.0    9.3   61.9    189.0 0.117     200.5 5.26    24.00     0.123    1.285 
Critical: 140.39
    459.4    6.5   66.5    7.414  34.3  -0.13e-3 28.6    269.2     0.463    1.760      0.00
   1871.5    6.5   63.3    189.0 0.129     206.9 5.31    12.00     0.123    1.880 
Transfer: 143.33
    476.0    6.5   66.5    6.281  34.3  -0.07e-3 28.8    295.4     0.508    1.760      0.00
    870.4    5.5   63.8    189.0 0.133     199.2 5.07    12.00     0.123    1.828 
Bearing : 145.67
    489.1    6.5   66.5    1.392   7.6   6.00e-3 50.0    500.4     1.810    3.840      0.00
      0.0    1.3   65.9     41.9 0.139      35.4 0.87    12.00     0.123    1.787 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 2382.03
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    4.76
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 2
(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
    489.1      8.25     66.52    1.26       65.89    24.00      0.300      1.999      0.000      3.840 
Transfer:      2.33
    476.0      8.30     66.52    5.53       63.76    24.00      0.300      2.015      0.000      1.760 
Critical:      5.27
    459.5      8.07     66.52    6.51       63.27    24.00      0.300      1.940      0.000      1.760 
0.1L    :     13.97
    410.7      7.38     66.52    9.34       61.85    24.00      0.300      1.710      0.000      0.620 
0.2L    :     28.60
    332.2      6.49     61.63    9.40       56.93    24.00      0.300      1.412      0.000      0.496 
0.3L    :     43.23
    255.6      4.75     64.57    9.46       59.84    24.00      0.300      0.832      0.000      0.496 
0.4L    :     57.87
    180.2      3.27     66.04    9.49       61.29    24.00      0.300      0.339      0.000      0.413 
0.5L    :     72.50
    107.4      1.95     66.04    9.49       61.29    24.00      0.300      0.000      0.000      0.413 
0.6L    :     87.13
    180.2      3.27     66.04    9.49       61.29    24.00      0.300      0.339      0.000      0.413 
0.7L    :    101.77
    255.6      4.75     64.57    9.46       59.84    24.00      0.300      0.832      0.000      0.496 
0.8L    :    116.40
    332.2      6.49     61.63    9.40       56.93    24.00      0.300      1.412      0.000      0.496 
0.9L    :    131.03
    410.7      7.38     66.52    9.34       61.85    24.00      0.300      1.710      0.000      0.620 
Critical:    139.73
    459.5      8.07     66.52    6.51       63.27    24.00      0.300      1.940      0.000      1.760 
Transfer:    142.66
    476.0      8.30     66.52    5.53       63.76    24.00      0.300      2.015      0.000      1.760 
Bearing :    145.00
    489.1      8.25     66.52    1.26       65.89    24.00      0.300      1.999      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 = 13.97 ft
Prestress      :       2.813  1.80      5.064  2.20      6.189
Self Wt.       :      -1.190  1.85     -2.201  2.40     -2.856
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          :       1.623            2.863            3.334
 
At 0.2 x L = 28.60 ft
Prestress      :       5.039  1.80      9.071  2.20     11.086
Self Wt.       :      -2.225  1.85     -4.115  2.40     -5.339
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          :       2.815            4.955            5.748
 
At 0.3 x L = 43.23 ft
Prestress      :       6.606  1.80     11.891  2.20     14.534
Self Wt.       :      -3.004  1.85     -5.557  2.40     -7.210
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          :       3.602            6.334            7.324
 
At 0.4 x L = 57.87 ft
Prestress      :       7.552  1.80     13.594  2.20     16.615
Self Wt.       :      -3.492  1.85     -6.460  2.40     -8.380
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          :       4.060            7.134            8.234
 
At 0.5 x L = 72.50 ft
Prestress      :       7.895  1.80     14.210  2.20     17.368
Self Wt.       :      -3.667  1.85     -6.783  2.40     -8.800
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          :       4.228            7.427            8.568
 
At 0.6 x L = 87.13 ft
Prestress      :       7.552  1.80     13.594  2.20     16.615
Self Wt.       :      -3.492  1.85     -6.460  2.40     -8.380
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          :       4.060            7.134            8.234
 
At 0.7 x L = 101.77 ft
Prestress      :       6.606  1.80     11.891  2.20     14.534
Self Wt.       :      -3.004  1.85     -5.557  2.40     -7.210
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          :       3.602            6.334            7.324
 
At 0.8 x L = 116.40 ft
Prestress      :       5.039  1.80      9.071  2.20     11.086
Self Wt.       :      -2.225  1.85     -4.115  2.40     -5.339
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          :       2.815            4.955            5.748
 
At 0.9 x L = 131.03 ft
Prestress      :       2.813  1.80      5.064  2.20      6.189
Self Wt.       :      -1.190  1.85     -2.201  2.40     -2.856
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          :       1.623            2.863            3.334
 

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
   875.6    56.4  7.994  261.3    6.5   5.53   9326.3  0.029T 1.00       -       -     -     -  
H/2     :   2.97
  1108.2    56.5  8.302  261.0    6.8   5.74   9678.3  0.028T 1.00       -       -     -     -  
0.1L    :  13.97
  4803.3    58.7 12.152  255.8   11.0   9.34  14129.6  0.016T 1.00  10520.2  6388.4    1.34    -  
0.2L    :  28.60
  8716.6    61.6 12.152  256.4   11.1   9.40  14922.0  0.016T 1.00  10723.9 10723.9    1.39    -  
0.3L    :  43.23
 11485.1    64.6 12.152  257.0   11.1   9.46  15715.2  0.016T 1.00  11122.7 11122.7    1.41    -  
0.4L    :  57.87
 13143.1    66.0 12.152  257.2   11.2   9.49  16112.2  0.016T 1.00  11286.5 11286.5    1.43    -  
0.5L    :  72.50
 13666.4    66.0 12.152  257.2   11.2   9.49  16112.2  0.016T 1.00  11202.5 11202.5    1.44    -  
0.6L    :  87.13
 13143.1    66.0 12.152  257.2   11.2   9.49  16112.2  0.016T 1.00  11286.5 11286.5    1.43    -  
0.7L    : 101.77
 11485.1    64.6 12.152  257.0   11.1   9.46  15715.2  0.016T 1.00  11122.7 11122.7    1.41    -  
0.8L    : 116.40
  8716.6    61.6 12.152  256.4   11.1   9.40  14922.0  0.016T 1.00  10723.9 10723.9    1.39    -  
0.9L    : 131.03
  4803.3    58.7 12.152  255.8   11.0   9.34  14129.6  0.016T 1.00  10520.2  6388.4    1.34    -  
H/2     : 142.03
  1108.2    56.5  8.302  261.0    6.8   5.74   9678.3  0.028T 1.00       -       -     -     -  
Transfer: 142.66
   875.6    56.4  7.994  261.3    6.5   5.53   9326.3  0.029T 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 1-28; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.096
        M   2.00 Fb     0.101
 
  2   2 E  60.00 Ft     0.398
        M  12.00 Fb     0.039
 
  3   2 E  58.00 Ft     0.685
        M  10.00 Fb    -0.012
 
  4   2 E  56.00 Ft     0.959
        M   8.00 Fb    -0.052
 
  5   2 E  54.00 Ft     1.218
        M   6.00 Fb    -0.081
 
  6   2 E  52.00 Ft     1.464
        M   4.00 Fb    -0.099
 
  7   2 E  50.00 Ft     1.696
        M   2.00 Fb    -0.106
 
  8   2 E   8.00 Ft     1.658
        M   8.00 Fb     0.101
 
  9   2 E   8.00 Ft     1.619
        M   8.00 Fb     0.309
 
 10   2 E   8.00 Ft     1.581
        M   8.00 Fb     0.517
 
 11   2 E   8.00 Ft     1.542
        M   8.00 Fb     0.725
 
 12   2 E   6.00 Ft     1.490
        M   6.00 Fb     0.944
 
 13   2 E   6.00 Ft     1.437
        M   6.00 Fb     1.163
 
 14   2 E   6.00 Ft     1.385
        M   6.00 Fb     1.381
 
 15   2 E   6.00 Ft     1.333
        M   6.00 Fb     1.600
 
 16   2 E   6.00 Ft     1.280
        M   6.00 Fb     1.819
 
 17   2 E   6.00 Ft     1.228
        M   6.00 Fb     2.038
 
 18   2 E   4.00 Ft     1.162
        M   4.00 Fb     2.268
 
 19   2 E   4.00 Ft     1.095
        M   4.00 Fb     2.497
 
 20   2 E   4.00 Ft     1.029
        M   4.00 Fb     2.727
 
 21   2 E   4.00 Ft     0.963
        M   4.00 Fb     2.957
 
 22   2 E   4.00 Ft     0.897
        M   4.00 Fb     3.187
 
 23   2 E   4.00 Ft     0.831
        M   4.00 Fb     3.417
 
 24   2 E   2.00 Ft     0.751
        M   2.00 Fb     3.657
 
 25   2 E   2.00 Ft     0.670
        M   2.00 Fb     3.898
 
 26   2 E   2.00 Ft     0.590
        M   2.00 Fb     4.139
 
 27   2 E   2.00 Ft     0.510
        M   2.00 Fb     4.380
 
 28   2 E   2.00 Ft     0.430
        M   2.00 Fb     4.620
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 146.33            Release Length, ft: 146.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  56
No. of strands, Draped:  12           No. of strands, Straight:  44
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.0 ksi  f'ct   4.0 ksi
Initial losses:  9.74 %               Final losses: 14.63 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.621     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.430       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)                 16112.16    13666.37     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               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:   2.400   1.046     Midspan    1.800   0.278     Midspan
    Pre.Top:   5.400   4.446     Midspan    4.050   3.756     Midspan
    Pre.Bot:   5.400   3.710    Transfer    4.050   3.826    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.570   0.069     Bearing
    Pre.Bot:  -0.570  -0.456     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.600   2.281     Midspan
    Pre.Bot:                                                             3.600   1.841    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  72.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.895  1.80     14.210  2.20     17.368
Self Wt.       :      -3.667  1.85     -6.783  2.40     -8.800
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          :       4.228            7.427            8.568
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 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  = 111.000 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  145.00
     DC  Line       0.087      0.00       0.087  145.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    52.50 
      0.50    92.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 146.330 ft
Release length = 146.330 ft
Design  length = 145.000 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)  : 0.700   (Calculated)    
Live Moment (1  lane  loaded)  : 0.467   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.151   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.921   (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           1478.7 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           970874 in4#
Ht. of c.g.           =        28.75 in             46.25 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 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 = 0.7652

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    13.97    28.60    43.23    57.87    72.50
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    819.3    861.2    861.2    861.2    861.2    861.2    861.2    861.2
  Yb      ,  in    28.56    27.88    27.88    27.74    27.55    27.37    27.28    27.28
  MI(Ixx) , in4   424896   432472   432651   436013   441250   447358   450739   450739
Composite: (At Final, using Ec =  5575.2 ksi )
  Area    , in2   1489.8   1528.6   1528.6   1528.6   1528.6   1528.6   1528.6   1528.6
  Yb      ,  in    46.02    45.22    45.22    45.15    45.05    44.96    44.91    44.91
  MI(Ixx) , in4   981359  1018381  1018767  1025725  1035713  1046535  1052259  1052259

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           =       9.00 ksi           4.00 ksi
  Elasticity         =    5575.24 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.40 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.05 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.57 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  56 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 51.22 ft from member end )
END PATTERN (Ycg = 15.50 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 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 = 5.21 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

 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =   12.15 in2      Initial Pull          =     2382.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.563 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.454 ft
Holddown Force        =  39.745 kips     Beam Shrtng (PL/AE)   =      0.925 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)       
---------------------------------------------------------------------------------------
      8198.225         740 6066.687     30.388 123069.898  1925.639     926.259        
 
 
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     27.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.4167     46.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      46.1670    100.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00     100.1631    118.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     118.9134    131.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     131.9134    139.4134    Yes
      2      US#6[M19]       60.00        0.88       7.00     139.4134    139.9967    Yes
      2      US#6[M19]       60.00        0.88       6.00     139.9967    143.9967    Yes
      2      US#6[M19]       60.00        0.88       4.25     143.9967    144.3510     No
      2      US#6[M19]       60.00        0.88       4.25     144.3507    144.7050    Yes
      2      US#6[M19]       60.00        0.88       4.25     144.7050    145.0594     No
      2      US#6[M19]       60.00        0.88       2.75     145.0590    145.2884    Yes
      2      US#6[M19]       60.00        0.88       2.75     145.2884    145.5177     No
      2      US#6[M19]       60.00        0.88       2.75     145.5174    145.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75     145.7467    145.9760     No
      2      US#6[M19]       60.00        0.88       2.75     145.9757    146.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     146.2050    146.3300     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 146.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 12.1520 in2       Ycg =  5.21 in
         P_init    =     2382.0 kips  Ecc = 23.54 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.10 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.519 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -8.25 ksi    0.00 ksi
    due to Composite Loads                                 -2.79 ksi    0.00 ksi
    due to Live Loads                                      -6.19 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                        17.35 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.10 ksi  ( 9.74 %)             9.58 ksi ( 4.89 %)
Total Prestress Losses                                    28.68 ksi (14.63 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.3 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   13.97   28.60   43.23   57.87   72.50
Self wt.  : M       0.0   140.1   177.3   769.7  1400.0  1850.2  2120.3  2210.4
(Max)       V      61.0    59.0    58.5    49.2    36.9    24.6    12.3     0.0
DL-Prec.  : M       0.0    20.3    25.7   111.4   202.6   267.8   306.9   319.9
DC(Max)     V       8.8     8.5     8.5     7.1     5.3     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   152.2   192.7   836.2  1521.1  2010.3  2303.8  2401.6
Haunch (Max)V      66.3    64.1    63.5    53.5    40.1    26.7    13.4     0.0
Diaphragm : M       0.0     1.2     1.5     7.0    14.3    21.6    26.3    26.3
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    49.3    62.4   270.9   492.7   651.2   746.2   777.9
DC(Max)     V      21.5    20.8    20.6    17.3    13.0     8.7     4.3     0.0
DL-Comp   : M       0.0    27.2    34.4   149.5   271.9   359.3   411.8   429.3
DW(Max)     V      11.8    11.5    11.4     9.6     7.2     4.8     2.4     0.0
LL + I    : M+      0.0   217.7   275.5  1191.5  2154.5  2825.6  3226.4  3344.3
            V     156.5   152.9   152.0   135.2   113.4    91.6    61.1    39.3
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   156.5   152.9   152.0   135.3   115.2    96.2    78.2    61.3
            M      -0.0   214.8   271.5  1149.1  2003.5  2528.4  2752.4  2703.9
Total     : M+      0.0   607.9   769.5  3336.2  6057.1  7985.9  9141.6  9509.5
            V     326.3   317.3   314.9   272.4   216.4   160.5    95.3    39.3
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   326.3   317.3   314.9   272.5   218.3   165.1   112.4    61.3
            M      -0.0   605.0   765.4  3293.7  5906.0  7688.7  8667.6  8869.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    87.13  101.77  116.40  131.03  142.03  142.66  145.00
Self wt.  : M    2120.3  1850.2  1400.0   769.7   177.3   140.1     0.0
(Max)       V      12.3    24.6    36.9    49.2    58.5    59.0    61.0
DL-Prec.  : M     306.9   267.8   202.6   111.4    25.7    20.3     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.5     8.5     8.8
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    2303.8  2010.3  1521.1   836.2   192.7   152.2     0.0
Haunch (Max)V      13.4    26.7    40.1    53.5    63.5    64.1    66.3
Diaphragm : M      26.3    21.6    14.3     7.0     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     746.2   651.2   492.7   270.9    62.4    49.3     0.0
DC(Max)     V       4.3     8.7    13.0    17.3    20.6    20.8    21.5
DL-Comp   : M     411.8   359.3   271.9   149.5    34.4    27.2     0.0
DW(Max)     V       2.4     4.8     7.2     9.6    11.4    11.5    11.8
LL + I    : M+   3226.4  2825.6  2154.5  1191.5   275.5   217.7     0.0
            V      61.1    91.6   113.4   135.2   152.0   152.9   156.5
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    78.2    96.2   115.2   135.3   152.0   152.9   156.5
            M    2752.4  2528.4  2003.5  1149.1   271.5   214.8    -0.0
Total     : M+   9141.6  7985.9  6057.1  3336.2   769.5   607.9     0.0
            V      95.3   160.5   216.4   272.4   314.9   317.3   326.3
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   112.4   165.1   218.3   272.5   314.9   317.3   326.3
            M    8667.6  7688.7  5906.0  3293.7   765.4   605.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               61.0             61.0
Deck+Haunch            66.3             66.3
Diaphragm               0.5              0.5
DL-Prec.(DC)            8.8              8.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          107.3            107.3
DL-Comp.(DW)           59.2             59.2
Live                  113.8            113.8
        Truck          67.4             67.4
        Lane           46.4             46.4
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   13.97   28.60   43.23   57.87   72.50
Self wt.  : M       0.0   140.1   177.3   769.7  1400.0  1850.2  2120.3  2210.4
(Max)       V      61.0    59.0    58.5    49.2    36.9    24.6    12.3     0.0
DL-Prec.  : M       0.0    20.3    25.7   111.4   202.6   267.8   306.9   319.9
DC(Max)     V       8.8     8.5     8.5     7.1     5.3     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   152.2   192.7   836.2  1521.1  2010.3  2303.8  2401.6
Haunch (Max)V      66.3    64.1    63.5    53.5    40.1    26.7    13.4     0.0
Diaphragm : M       0.0     1.2     1.5     7.0    14.3    21.6    26.3    26.3
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    49.3    62.4   270.9   492.7   651.2   746.2   777.9
DC(Max)     V      21.5    20.8    20.6    17.3    13.0     8.7     4.3     0.0
DL-Comp   : M       0.0    27.2    34.4   149.5   271.9   359.3   411.8   429.3
DW(Max)     V      11.8    11.5    11.4     9.6     7.2     4.8     2.4     0.0
LL + I    : M+      0.0   174.2   220.4   953.2  1723.6  2260.5  2581.1  2675.4
            V     125.2   122.3   121.6   108.1    90.7    73.3    48.9    31.4
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   125.2   122.4   121.6   108.3    92.2    77.0    62.6    49.1
            M      -0.0   171.8   217.2   919.3  1602.8  2022.7  2201.9  2163.1
Total     : M+      0.0   564.4   714.4  3097.9  5626.2  7420.8  8496.3  8840.7
            V     295.0   286.7   284.5   245.4   193.8   142.1    83.1    31.4
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   295.0   286.8   284.5   245.5   195.2   145.8    96.8    49.1
            M      -0.0   562.0   711.1  3063.9  5505.3  7183.0  8117.1  8328.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    87.13  101.77  116.40  131.03  142.03  142.66  145.00
Self wt.  : M    2120.3  1850.2  1400.0   769.7   177.3   140.1     0.0
(Max)       V      12.3    24.6    36.9    49.2    58.5    59.0    61.0
DL-Prec.  : M     306.9   267.8   202.6   111.4    25.7    20.3     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.5     8.5     8.8
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    2303.8  2010.3  1521.1   836.2   192.7   152.2     0.0
Haunch (Max)V      13.4    26.7    40.1    53.5    63.5    64.1    66.3
Diaphragm : M      26.3    21.6    14.3     7.0     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     746.2   651.2   492.7   270.9    62.4    49.3     0.0
DC(Max)     V       4.3     8.7    13.0    17.3    20.6    20.8    21.5
DL-Comp   : M     411.8   359.3   271.9   149.5    34.4    27.2     0.0
DW(Max)     V       2.4     4.8     7.2     9.6    11.4    11.5    11.8
LL + I    : M+   2581.1  2260.5  1723.6   953.2   220.4   174.2     0.0
            V      48.9    73.3    90.7   108.1   121.6   122.3   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    62.6    77.0    92.2   108.3   121.6   122.4   125.2
            M    2201.9  2022.7  1602.8   919.3   217.2   171.8    -0.0
Total     : M+   8496.3  7420.8  5626.2  3097.9   714.4   564.4     0.0
            V      83.1   142.1   193.8   245.4   284.5   286.7   295.0
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    96.8   145.8   195.2   245.5   284.5   286.8   295.0
            M    8117.1  7183.0  5505.3  3063.9   711.1   562.1    -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   13.97   28.60   43.23   57.87   72.50
Self wt.  : M       0.0   175.1   221.6   962.1  1750.0  2312.7  2650.4  2763.0
(Max)       V      76.2    73.8    73.1    61.5    46.2    30.8    15.4     0.0
Self wt.  : M       0.0   126.1   159.6   692.7  1260.0  1665.2  1908.3  1989.3
(Min)       V      54.9    53.1    52.6    44.3    33.2    22.2    11.1     0.0
DL-Prec.  : M       0.0    25.3    32.1   139.2   253.3   334.7   383.6   399.9
DC(Max)     V      11.0    10.7    10.6     8.9     6.7     4.5     2.2     0.0
DL-Prec.  : M       0.0    18.2    23.1   100.2   182.3   241.0   276.2   287.9
DC(Min)     V       7.9     7.7     7.6     6.4     4.8     3.2     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   190.3   240.8  1045.3  1901.4  2512.8  2879.7  3002.0
Haunch (Max)V      82.8    80.1    79.4    66.9    50.1    33.4    16.7     0.0
Deck +    : M       0.0   137.0   173.4   752.6  1369.0  1809.2  2073.4  2161.4
Haunch (Min)V      59.6    57.7    57.2    48.1    36.1    24.1    12.0     0.0
Diaphragm : M       0.0     1.5     1.9     8.7    17.9    27.0    32.8    32.8
(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     6.3    12.9    19.5    23.6    23.6
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    61.6    78.0   338.6   615.9   814.0   932.8   972.4
DC(Max)     V      26.8    26.0    25.7    21.7    16.2    10.8     5.4     0.0
DL-Comp   : M       0.0    44.4    56.2   243.8   443.4   586.0   671.6   700.1
DC(Min)     V      19.3    18.7    18.5    15.6    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    40.8    51.7   224.2   407.8   539.0   617.7   643.9
DW(Max)     V      17.8    17.2    17.0    14.3    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    17.7    22.4    97.2   176.7   233.6   267.7   279.0
DW(Min)     V       7.7     7.4     7.4     6.2     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   381.0   482.1  2085.2  3770.4  4944.9  5646.2  5852.4
            V     273.9   267.6   265.9   236.6   198.4   160.3   106.9    68.8
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   273.9   267.7   266.0   236.8   201.7   168.4   136.9   107.4
            M      -0.0   375.8   475.1  2010.9  3506.0  4424.7  4816.6  4731.8
Total     : M+      0.0   875.6  1108.2  4803.3  8716.6 11485.1 13143.1 13666.4
            V     489.1   476.0   472.4   410.5   329.0   247.6   150.2    68.8
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   489.1   476.0   472.5   410.7   332.2   255.6   180.2   107.4
            M      -0.0   870.4  1101.2  4729.0  8452.2 10964.9 12313.6 12545.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    87.13  101.77  116.40  131.03  142.03  142.66  145.00
Self wt.  : M    2650.4  2312.7  1750.0   962.1   221.6   175.1     0.0
(Max)       V      15.4    30.8    46.2    61.5    73.1    73.8    76.2
Self wt.  : M    1908.3  1665.2  1260.0   692.7   159.6   126.1     0.0
(Min)       V      11.1    22.2    33.2    44.3    52.6    53.1    54.9
DL-Prec.  : M     383.6   334.7   253.3   139.2    32.1    25.3     0.0
DC(Max)     V       2.2     4.5     6.7     8.9    10.6    10.7    11.0
DL-Prec.  : M     276.2   241.0   182.3   100.2    23.1    18.2     0.0
DC(Min)     V       1.6     3.2     4.8     6.4     7.6     7.7     7.9
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    2879.7  2512.8  1901.4  1045.3   240.8   190.3     0.0
Haunch (Max)V      16.7    33.4    50.1    66.9    79.4    80.1    82.8
Deck +    : M    2073.4  1809.2  1369.0   752.6   173.4   137.0     0.0
Haunch (Min)V      12.0    24.1    36.1    48.1    57.2    57.7    59.6
Diaphragm : M      32.8    27.0    17.9     8.7     1.9     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      23.6    19.5    12.9     6.3     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     932.8   814.0   615.9   338.6    78.0    61.6     0.0
DC(Max)     V       5.4    10.8    16.2    21.7    25.7    26.0    26.8
DL-Comp   : M     671.6   586.0   443.4   243.8    56.2    44.4     0.0
DC(Min)     V       3.9     7.8    11.7    15.6    18.5    18.7    19.3
DL-Comp   : M     617.7   539.0   407.8   224.2    51.7    40.8     0.0
DW(Max)     V       3.6     7.2    10.8    14.3    17.0    17.2    17.8
DL-Comp   : M     267.7   233.6   176.7    97.2    22.4    17.7     0.0
DW(Min)     V       1.6     3.1     4.7     6.2     7.4     7.4     7.7
LL + I    : M+   5646.2  4944.9  3770.4  2085.2   482.1   381.0     0.0
            V     106.9   160.3   198.4   236.6   265.9   267.6   273.9
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   136.9   168.4   201.7   236.8   266.0   267.7   273.9
            M    4816.6  4424.7  3506.0  2010.9   475.1   375.8    -0.0
Total     : M+  13143.1 11485.1  8716.6  4803.3  1108.2   875.6     0.0
            V     150.2   247.6   329.0   410.5   472.4   476.0   489.1
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   180.2   255.6   332.2   410.7   472.5   476.0   489.1
            M   12313.6 10964.9  8452.2  4729.0  1101.2   870.4    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               76.2             76.2
Deck+Haunch            82.8             82.8
Diaphragm               0.6              0.6
DL-Prec.(DC)           11.0             11.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          134.1            134.1
DL-Comp.(DW)           88.8             88.8
Live                  199.1            199.1
        Truck         117.9            117.9
        Lane           81.2             81.2
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   13.97   28.60   43.23   57.87   72.50
Self wt.  : M       0.0   140.1   177.3   769.7  1400.0  1850.2  2120.3  2210.4
(Max)       V      61.0    59.0    58.5    49.2    36.9    24.6    12.3     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    20.3    25.7   111.4   202.6   267.8   306.9   319.9
DC(Max)     V       8.8     8.5     8.5     7.1     5.3     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   152.2   192.7   836.2  1521.1  2010.3  2303.8  2401.6
Haunch (Max)V      66.3    64.1    63.5    53.5    40.1    26.7    13.4     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     7.0    14.3    21.6    26.3    26.3
(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    49.3    62.4   270.9   492.7   651.2   746.2   777.9
DC(Max)     V      21.5    20.8    20.6    17.3    13.0     8.7     4.3     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    27.2    34.4   149.5   271.9   359.3   411.8   429.3
DW(Max)     V      11.8    11.5    11.4     9.6     7.2     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   135.8   171.7   735.8  1309.9  1708.5  1928.8  1950.9
            V     116.6   114.5   113.9   103.7    31.1    67.7    54.4    41.0
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   116.6   114.5   113.9   103.7    89.9    76.6    63.3    49.9
            M       0.0   136.0   172.0   735.8  1306.2  1681.7  1859.0  1838.1
Total     : M+      0.0   526.0   665.7  2880.4  5212.4  6868.8  7844.0  8116.2
            V     286.5   278.9   276.8   241.0   134.2   136.6    88.6    41.0
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   286.5   278.9   276.8   241.0   193.0   145.5    97.4    49.9
            M       0.0   526.2   666.0  2880.4  5208.8  6842.0  7774.2  8003.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    87.13  101.77  116.40  131.03  142.03  142.66  145.00
Self wt.  : M    2120.3  1850.2  1400.0   769.7   177.3   140.1     0.0
(Max)       V      12.3    24.6    36.9    49.2    58.5    59.0    61.0
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     306.9   267.8   202.6   111.4    25.7    20.3     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.5     8.5     8.8
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    2303.8  2010.3  1521.1   836.2   192.7   152.2     0.0
Haunch (Max)V      13.4    26.7    40.1    53.5    63.5    64.1    66.3
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      26.3    21.6    14.3     7.0     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     746.2   651.2   492.7   270.9    62.4    49.3     0.0
DC(Max)     V       4.3     8.7    13.0    17.3    20.6    20.8    21.5
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     411.8   359.3   271.9   149.5    34.4    27.2     0.0
DW(Max)     V       2.4     4.8     7.2     9.6    11.4    11.5    11.8
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+   1928.8  1708.5  1309.9   735.8   171.7   135.8     0.0
            V      54.4    67.7    31.1   103.7   113.9   114.5   116.6
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    63.3    76.6    89.9   103.7   113.9   114.5   116.6
            M    1859.0  1681.7  1306.2   735.8   172.0   136.0     0.0
Total     : M+   7844.0  6868.8  5212.4  2880.4   665.7   526.0     0.0
            V      88.6   136.6   134.2   241.0   276.8   278.9   286.5
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    97.4   145.5   193.0   241.0   276.8   278.9   286.5
            M    7774.2  6842.0  5208.8  2880.4   666.0   526.2     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   14.63   29.27   43.90   58.53   73.17   51.22
 
Beam-Self
Precast-top    0.176   0.786   1.389   1.807   2.055   2.141   1.951 
Bottom        -0.140  -0.619  -1.080  -1.388  -1.569  -1.635  -1.495 
 
Prestress
Precast-top    0.254  -0.158  -0.665  -1.159  -1.399  -1.399  -1.399 
Bottom         4.760   5.066   5.433   5.781   5.947   5.947   5.947 
 
Total
Precast-top    0.430   0.629   0.723   0.648   0.656   0.741   0.552 
Bottom         4.621   4.447   4.354   4.393   4.377   4.312   4.452 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.68 %)
             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   13.97   28.60   43.23   57.87   72.50
 
Prestress
Precast-top    0.069   0.219   0.200  -0.136  -0.574  -1.000  -1.208  -1.208
Bottom         0.960   4.109   4.124   4.373   4.690   4.990   5.133   5.133
 
Self wt.
Precast-top   -0.000   0.136   0.173   0.747   1.350   1.768   2.016   2.102
Bottom        -0.000  -0.108  -0.137  -0.588  -1.049  -1.358  -1.540  -1.605
 
DL-Prec (DC)
Precast-top   -0.000   0.020   0.025   0.108   0.195   0.256   0.292   0.304
Bottom        -0.000  -0.016  -0.020  -0.085  -0.152  -0.197  -0.223  -0.232
 
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   0.025   0.025
Bottom        -0.000  -0.001  -0.001  -0.005  -0.011  -0.016  -0.019  -0.019
 
Deck + Haunch
Precast-top   -0.000   0.148   0.188   0.812   1.466   1.921   2.191   2.284
Bottom        -0.000  -0.118  -0.149  -0.638  -1.140  -1.476  -1.673  -1.744
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.063   0.114   0.150   0.172   0.179
Precast-top   -0.000   0.010   0.013   0.057   0.102   0.135   0.154   0.161
Bottom        -0.000  -0.026  -0.033  -0.143  -0.257  -0.336  -0.382  -0.398
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.035   0.063   0.083   0.095   0.099
Precast-top   -0.000   0.006   0.007   0.031   0.057   0.074   0.085   0.089
Bottom        -0.000  -0.014  -0.018  -0.079  -0.142  -0.185  -0.211  -0.220
 
LL+I(+)
Topping-top   -0.000   0.051   0.065   0.278   0.500   0.652   0.742   0.769
Precast-top   -0.000   0.046   0.058   0.249   0.448   0.585   0.666   0.690
Bottom        -0.000  -0.116  -0.147  -0.629  -1.125  -1.457  -1.652  -1.713
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.069   0.087   0.377   0.678   0.885   1.008   1.046 
Precast-top    0.069   0.587   0.665   1.874   3.058   3.760   4.221   4.446 
Bottom         0.960   3.710   3.619   2.205   0.815  -0.034  -0.567  -0.798 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.023   0.098   0.178   0.233   0.266   0.278 
Precast-top    0.069   0.541   0.607   1.625   2.609   3.175   3.555   3.756 
Bottom         0.960   3.826   3.765   2.835   1.940   1.422   1.085   0.914 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   14.63   29.27   43.90   58.53   73.17   51.22
 
Beam-Self
Precast-top    0.176   0.786   1.389   1.807   2.055   2.141   1.951 
Bottom        -0.140  -0.619  -1.080  -1.388  -1.569  -1.635  -1.495 
 
Prestress
Precast-top    0.254  -0.158  -0.665  -1.159  -1.399  -1.399  -1.399 
Bottom         4.760   5.066   5.433   5.781   5.947   5.947   5.947 
 
Total
Precast-top    0.430   0.629   0.723   0.648   0.656   0.741   0.552 
Bottom         4.621   4.447   4.354   4.393   4.377   4.312   4.452 
 
As_top  , in2  0.000   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   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.68 %)
             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   13.97   28.60   43.23   57.87   72.50
 
Prestress
Precast-top    0.069   0.219   0.200  -0.136  -0.574  -1.000  -1.208  -1.208
Bottom         0.960   4.109   4.124   4.373   4.690   4.990   5.133   5.133
 
Self wt.
Precast-top   -0.000   0.136   0.173   0.747   1.350   1.768   2.016   2.102
Bottom        -0.000  -0.108  -0.137  -0.588  -1.049  -1.358  -1.540  -1.605
 
DL-Prec (DC)
Precast-top   -0.000   0.020   0.025   0.108   0.195   0.256   0.292   0.304
Bottom        -0.000  -0.016  -0.020  -0.085  -0.152  -0.197  -0.223  -0.232
 
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   0.025   0.025
Bottom        -0.000  -0.001  -0.001  -0.005  -0.011  -0.016  -0.019  -0.019
 
Deck + Haunch
Precast-top   -0.000   0.148   0.188   0.812   1.466   1.921   2.191   2.284
Bottom        -0.000  -0.118  -0.149  -0.638  -1.140  -1.476  -1.673  -1.744
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.063   0.114   0.150   0.172   0.179
Precast-top   -0.000   0.010   0.013   0.057   0.102   0.135   0.154   0.161
Bottom        -0.000  -0.026  -0.033  -0.143  -0.257  -0.336  -0.382  -0.398
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.035   0.063   0.083   0.095   0.099
Precast-top   -0.000   0.006   0.007   0.031   0.057   0.074   0.085   0.089
Bottom        -0.000  -0.014  -0.018  -0.079  -0.142  -0.185  -0.211  -0.220
 
LL+I(+)
Topping-top   -0.000   0.041   0.052   0.223   0.400   0.522   0.593   0.615
Precast-top   -0.000   0.036   0.046   0.199   0.358   0.468   0.533   0.552
Bottom        -0.000  -0.093  -0.117  -0.503  -0.900  -1.165  -1.322  -1.370
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.059   0.074   0.321   0.578   0.755   0.860   0.893 
Precast-top    0.069   0.577   0.653   1.824   2.968   3.643   4.088   4.308 
Bottom         0.960   3.733   3.648   2.331   1.040   0.257  -0.236  -0.456 
 

 
 
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   13.97   28.60   43.23   57.87   72.50
F_LL+I(+)
Topping-top   -0.000   0.032   0.040   0.172   0.304   0.394   0.443   0.448
Precast-top   -0.000   0.028   0.036   0.154   0.272   0.354   0.398   0.403
Bottom        -0.000  -0.072  -0.091  -0.389  -0.684  -0.881  -0.988  -0.999
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.052   0.221   0.393   0.511   0.577   0.587 
Precast-top    0.034   0.299   0.339   0.966   1.577   1.941   2.175   2.281 
Bottom         0.480   1.841   1.791   1.029   0.286  -0.169  -0.445  -0.542 
 

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
    489.1    6.5   66.5    1.392   7.6   6.00e-3 50.0    500.4     1.810    3.840      0.00
      0.0    1.3   65.9     41.9 0.139      35.4 0.87    12.00     0.123    1.787 
Transfer:   3.00
    476.0    6.5   66.5    6.281  34.3  -0.07e-3 28.8    295.4     0.508    1.760      0.00
    870.4    5.5   63.8    189.0 0.133     199.2 5.07    12.00     0.123    1.828 
Critical:   5.94
    459.4    6.5   66.5    7.414  34.3  -0.13e-3 28.6    269.2     0.463    1.760      0.00
   1871.5    6.5   63.3    189.0 0.129     206.9 5.31    12.00     0.123    1.880 
0.1L    :  14.63
    410.7    6.5   66.5    9.548  34.3  -0.12e-3 28.6    221.6     0.391    0.620      0.00
   4729.0    9.3   61.9    189.0 0.117     200.5 5.26    24.00     0.123    1.285 
0.2L    :  29.27
    332.2    6.5   61.6   12.152  34.3  -0.05e-3 28.8    160.1     0.310    0.496      0.00
   8452.2    9.4   56.9    189.0 0.101     174.8 4.98    24.00     0.123    1.261 
0.3L    :  43.90
    255.6    6.5   64.6   12.152  34.3   0.36e-3 30.2    110.1     0.215    0.496      0.00
  10964.9    9.5   59.8    189.0 0.071     139.7 3.79    24.00     0.123    1.508 
0.4L    :  58.53
    180.2    6.5   66.0   12.152   0.0   0.85e-3 32.0     89.5     0.182    0.413      0.00
  12313.6    9.5   61.3    189.0 0.056     110.8 2.93    24.00     0.123    1.566 
0.5L    :  73.17
    107.4    6.5   66.0   12.152   0.0   0.77e-3 31.7      4.4     0.123    0.413      0.00
  12545.7    9.5   61.3    189.0 0.033     114.9 3.04    24.00     0.123    2.683 
0.6L    :  87.80
    180.2    6.5   66.0   12.152   0.0   0.85e-3 32.0     89.5     0.182    0.413      0.00
  12313.6    9.5   61.3    189.0 0.056     110.8 2.93    24.00     0.123    1.566 
0.7L    : 102.43
    255.6    6.5   64.6   12.152  34.3   0.36e-3 30.2    110.1     0.215    0.496      0.00
  10964.9    9.5   59.8    189.0 0.071     139.7 3.79    24.00     0.123    1.508 
0.8L    : 117.06
    332.2    6.5   61.6   12.152  34.3  -0.05e-3 28.8    160.1     0.310    0.496      0.00
   8452.2    9.4   56.9    189.0 0.101     174.8 4.98    24.00     0.123    1.261 
0.9L    : 131.70
    410.7    6.5   66.5    9.548  34.3  -0.12e-3 28.6    221.6     0.391    0.620      0.00
   4729.0    9.3   61.9    189.0 0.117     200.5 5.26    24.00     0.123    1.285 
Critical: 140.39
    459.4    6.5   66.5    7.414  34.3  -0.13e-3 28.6    269.2     0.463    1.760      0.00
   1871.5    6.5   63.3    189.0 0.129     206.9 5.31    12.00     0.123    1.880 
Transfer: 143.33
    476.0    6.5   66.5    6.281  34.3  -0.07e-3 28.8    295.4     0.508    1.760      0.00
    870.4    5.5   63.8    189.0 0.133     199.2 5.07    12.00     0.123    1.828 
Bearing : 145.67
    489.1    6.5   66.5    1.392   7.6   6.00e-3 50.0    500.4     1.810    3.840      0.00
      0.0    1.3   65.9     41.9 0.139      35.4 0.87    12.00     0.123    1.787 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 2382.03
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    4.76
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 3
(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
    489.1      8.25     66.52    1.26       65.89    24.00      0.300      1.999      0.000      3.840 
Transfer:      2.33
    476.0      8.30     66.52    5.53       63.76    24.00      0.300      2.015      0.000      1.760 
Critical:      5.27
    459.5      8.07     66.52    6.51       63.27    24.00      0.300      1.940      0.000      1.760 
0.1L    :     13.97
    410.7      7.38     66.52    9.34       61.85    24.00      0.300      1.710      0.000      0.620 
0.2L    :     28.60
    332.2      6.49     61.63    9.40       56.93    24.00      0.300      1.412      0.000      0.496 
0.3L    :     43.23
    255.6      4.75     64.57    9.46       59.84    24.00      0.300      0.832      0.000      0.496 
0.4L    :     57.87
    180.2      3.27     66.04    9.49       61.29    24.00      0.300      0.339      0.000      0.413 
0.5L    :     72.50
    107.4      1.95     66.04    9.49       61.29    24.00      0.300      0.000      0.000      0.413 
0.6L    :     87.13
    180.2      3.27     66.04    9.49       61.29    24.00      0.300      0.339      0.000      0.413 
0.7L    :    101.77
    255.6      4.75     64.57    9.46       59.84    24.00      0.300      0.832      0.000      0.496 
0.8L    :    116.40
    332.2      6.49     61.63    9.40       56.93    24.00      0.300      1.412      0.000      0.496 
0.9L    :    131.03
    410.7      7.38     66.52    9.34       61.85    24.00      0.300      1.710      0.000      0.620 
Critical:    139.73
    459.5      8.07     66.52    6.51       63.27    24.00      0.300      1.940      0.000      1.760 
Transfer:    142.66
    476.0      8.30     66.52    5.53       63.76    24.00      0.300      2.015      0.000      1.760 
Bearing :    145.00
    489.1      8.25     66.52    1.26       65.89    24.00      0.300      1.999      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 = 13.97 ft
Prestress      :       2.813  1.80      5.064  2.20      6.189
Self Wt.       :      -1.190  1.85     -2.201  2.40     -2.856
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          :       1.623            2.863            3.334
 
At 0.2 x L = 28.60 ft
Prestress      :       5.039  1.80      9.071  2.20     11.086
Self Wt.       :      -2.225  1.85     -4.115  2.40     -5.339
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          :       2.815            4.955            5.748
 
At 0.3 x L = 43.23 ft
Prestress      :       6.606  1.80     11.891  2.20     14.534
Self Wt.       :      -3.004  1.85     -5.557  2.40     -7.210
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          :       3.602            6.334            7.324
 
At 0.4 x L = 57.87 ft
Prestress      :       7.552  1.80     13.594  2.20     16.615
Self Wt.       :      -3.492  1.85     -6.460  2.40     -8.380
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          :       4.060            7.134            8.234
 
At 0.5 x L = 72.50 ft
Prestress      :       7.895  1.80     14.210  2.20     17.368
Self Wt.       :      -3.667  1.85     -6.783  2.40     -8.800
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          :       4.228            7.427            8.568
 
At 0.6 x L = 87.13 ft
Prestress      :       7.552  1.80     13.594  2.20     16.615
Self Wt.       :      -3.492  1.85     -6.460  2.40     -8.380
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          :       4.060            7.134            8.234
 
At 0.7 x L = 101.77 ft
Prestress      :       6.606  1.80     11.891  2.20     14.534
Self Wt.       :      -3.004  1.85     -5.557  2.40     -7.210
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          :       3.602            6.334            7.324
 
At 0.8 x L = 116.40 ft
Prestress      :       5.039  1.80      9.071  2.20     11.086
Self Wt.       :      -2.225  1.85     -4.115  2.40     -5.339
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          :       2.815            4.955            5.748
 
At 0.9 x L = 131.03 ft
Prestress      :       2.813  1.80      5.064  2.20      6.189
Self Wt.       :      -1.190  1.85     -2.201  2.40     -2.856
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          :       1.623            2.863            3.334
 

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
   875.6    56.4  7.994  261.3    6.5   5.53   9326.3  0.029T 1.00       -       -     -     -  
H/2     :   2.97
  1108.2    56.5  8.302  261.0    6.8   5.74   9678.3  0.028T 1.00       -       -     -     -  
0.1L    :  13.97
  4803.3    58.7 12.152  255.8   11.0   9.34  14129.6  0.016T 1.00  10520.2  6388.4    1.34    -  
0.2L    :  28.60
  8716.6    61.6 12.152  256.4   11.1   9.40  14922.0  0.016T 1.00  10723.9 10723.9    1.39    -  
0.3L    :  43.23
 11485.1    64.6 12.152  257.0   11.1   9.46  15715.2  0.016T 1.00  11122.7 11122.7    1.41    -  
0.4L    :  57.87
 13143.1    66.0 12.152  257.2   11.2   9.49  16112.2  0.016T 1.00  11286.5 11286.5    1.43    -  
0.5L    :  72.50
 13666.4    66.0 12.152  257.2   11.2   9.49  16112.2  0.016T 1.00  11202.5 11202.5    1.44    -  
0.6L    :  87.13
 13143.1    66.0 12.152  257.2   11.2   9.49  16112.2  0.016T 1.00  11286.5 11286.5    1.43    -  
0.7L    : 101.77
 11485.1    64.6 12.152  257.0   11.1   9.46  15715.2  0.016T 1.00  11122.7 11122.7    1.41    -  
0.8L    : 116.40
  8716.6    61.6 12.152  256.4   11.1   9.40  14922.0  0.016T 1.00  10723.9 10723.9    1.39    -  
0.9L    : 131.03
  4803.3    58.7 12.152  255.8   11.0   9.34  14129.6  0.016T 1.00  10520.2  6388.4    1.34    -  
H/2     : 142.03
  1108.2    56.5  8.302  261.0    6.8   5.74   9678.3  0.028T 1.00       -       -     -     -  
Transfer: 142.66
   875.6    56.4  7.994  261.3    6.5   5.53   9326.3  0.029T 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 1-28; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.096
        M   2.00 Fb     0.101
 
  2   2 E  60.00 Ft     0.398
        M  12.00 Fb     0.039
 
  3   2 E  58.00 Ft     0.685
        M  10.00 Fb    -0.012
 
  4   2 E  56.00 Ft     0.959
        M   8.00 Fb    -0.052
 
  5   2 E  54.00 Ft     1.218
        M   6.00 Fb    -0.081
 
  6   2 E  52.00 Ft     1.464
        M   4.00 Fb    -0.099
 
  7   2 E  50.00 Ft     1.696
        M   2.00 Fb    -0.106
 
  8   2 E   8.00 Ft     1.658
        M   8.00 Fb     0.101
 
  9   2 E   8.00 Ft     1.619
        M   8.00 Fb     0.309
 
 10   2 E   8.00 Ft     1.581
        M   8.00 Fb     0.517
 
 11   2 E   8.00 Ft     1.542
        M   8.00 Fb     0.725
 
 12   2 E   6.00 Ft     1.490
        M   6.00 Fb     0.944
 
 13   2 E   6.00 Ft     1.437
        M   6.00 Fb     1.163
 
 14   2 E   6.00 Ft     1.385
        M   6.00 Fb     1.381
 
 15   2 E   6.00 Ft     1.333
        M   6.00 Fb     1.600
 
 16   2 E   6.00 Ft     1.280
        M   6.00 Fb     1.819
 
 17   2 E   6.00 Ft     1.228
        M   6.00 Fb     2.038
 
 18   2 E   4.00 Ft     1.162
        M   4.00 Fb     2.268
 
 19   2 E   4.00 Ft     1.095
        M   4.00 Fb     2.497
 
 20   2 E   4.00 Ft     1.029
        M   4.00 Fb     2.727
 
 21   2 E   4.00 Ft     0.963
        M   4.00 Fb     2.957
 
 22   2 E   4.00 Ft     0.897
        M   4.00 Fb     3.187
 
 23   2 E   4.00 Ft     0.831
        M   4.00 Fb     3.417
 
 24   2 E   2.00 Ft     0.751
        M   2.00 Fb     3.657
 
 25   2 E   2.00 Ft     0.670
        M   2.00 Fb     3.898
 
 26   2 E   2.00 Ft     0.590
        M   2.00 Fb     4.139
 
 27   2 E   2.00 Ft     0.510
        M   2.00 Fb     4.380
 
 28   2 E   2.00 Ft     0.430
        M   2.00 Fb     4.620
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 146.33            Release Length, ft: 146.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  56
No. of strands, Draped:  12           No. of strands, Straight:  44
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.0 ksi  f'ct   4.0 ksi
Initial losses:  9.74 %               Final losses: 14.63 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.621     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.430       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)                 16112.16    13666.37     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               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:   2.400   1.046     Midspan    1.800   0.278     Midspan
    Pre.Top:   5.400   4.446     Midspan    4.050   3.756     Midspan
    Pre.Bot:   5.400   3.710    Transfer    4.050   3.826    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.570   0.069     Bearing
    Pre.Bot:  -0.570  -0.456     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.600   2.281     Midspan
    Pre.Bot:                                                             3.600   1.841    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  72.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.895  1.80     14.210  2.20     17.368
Self Wt.       :      -3.667  1.85     -6.783  2.40     -8.800
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          :       4.228            7.427            8.568
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 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  = 111.000 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  145.00
     DC  Line       0.087      0.00       0.087  145.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    52.50 
      0.50    92.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 146.330 ft
Release length = 146.330 ft
Design  length = 145.000 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)  : 0.700   (Calculated)    
Live Moment (1  lane  loaded)  : 0.467   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.151   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.921   (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           1478.7 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           970874 in4#
Ht. of c.g.           =        28.75 in             46.25 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 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 = 0.7652

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    13.97    28.60    43.23    57.87    72.50
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    819.3    861.2    861.2    861.2    861.2    861.2    861.2    861.2
  Yb      ,  in    28.56    27.88    27.88    27.74    27.55    27.37    27.28    27.28
  MI(Ixx) , in4   424896   432472   432651   436013   441250   447358   450739   450739
Composite: (At Final, using Ec =  5575.2 ksi )
  Area    , in2   1489.8   1528.6   1528.6   1528.6   1528.6   1528.6   1528.6   1528.6
  Yb      ,  in    46.02    45.22    45.22    45.15    45.05    44.96    44.91    44.91
  MI(Ixx) , in4   981359  1018381  1018767  1025725  1035713  1046535  1052259  1052259

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           =       9.00 ksi           4.00 ksi
  Elasticity         =    5575.24 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.40 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.05 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.57 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  56 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 51.22 ft from member end )
END PATTERN (Ycg = 15.50 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 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 = 5.21 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

 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =   12.15 in2      Initial Pull          =     2382.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.563 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.454 ft
Holddown Force        =  39.745 kips     Beam Shrtng (PL/AE)   =      0.925 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)       
---------------------------------------------------------------------------------------
      8198.225         740 6066.687     30.388 123069.898  1925.639     926.259        
 
 
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     27.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.4167     46.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      46.1670    100.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00     100.1631    118.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     118.9134    131.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     131.9134    139.4134    Yes
      2      US#6[M19]       60.00        0.88       7.00     139.4134    139.9967    Yes
      2      US#6[M19]       60.00        0.88       6.00     139.9967    143.9967    Yes
      2      US#6[M19]       60.00        0.88       4.25     143.9967    144.3510     No
      2      US#6[M19]       60.00        0.88       4.25     144.3507    144.7050    Yes
      2      US#6[M19]       60.00        0.88       4.25     144.7050    145.0594     No
      2      US#6[M19]       60.00        0.88       2.75     145.0590    145.2884    Yes
      2      US#6[M19]       60.00        0.88       2.75     145.2884    145.5177     No
      2      US#6[M19]       60.00        0.88       2.75     145.5174    145.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75     145.7467    145.9760     No
      2      US#6[M19]       60.00        0.88       2.75     145.9757    146.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     146.2050    146.3300     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 146.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 12.1520 in2       Ycg =  5.21 in
         P_init    =     2382.0 kips  Ecc = 23.54 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.10 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.519 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -8.25 ksi    0.00 ksi
    due to Composite Loads                                 -2.79 ksi    0.00 ksi
    due to Live Loads                                      -6.19 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                        17.35 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.10 ksi  ( 9.74 %)             9.58 ksi ( 4.89 %)
Total Prestress Losses                                    28.68 ksi (14.63 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.3 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   13.97   28.60   43.23   57.87   72.50
Self wt.  : M       0.0   140.1   177.3   769.7  1400.0  1850.2  2120.3  2210.4
(Max)       V      61.0    59.0    58.5    49.2    36.9    24.6    12.3     0.0
DL-Prec.  : M       0.0    20.3    25.7   111.4   202.6   267.8   306.9   319.9
DC(Max)     V       8.8     8.5     8.5     7.1     5.3     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   152.2   192.7   836.2  1521.1  2010.3  2303.8  2401.6
Haunch (Max)V      66.3    64.1    63.5    53.5    40.1    26.7    13.4     0.0
Diaphragm : M       0.0     1.2     1.5     7.0    14.3    21.6    26.3    26.3
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    49.3    62.4   270.9   492.7   651.2   746.2   777.9
DC(Max)     V      21.5    20.8    20.6    17.3    13.0     8.7     4.3     0.0
DL-Comp   : M       0.0    27.2    34.4   149.5   271.9   359.3   411.8   429.3
DW(Max)     V      11.8    11.5    11.4     9.6     7.2     4.8     2.4     0.0
LL + I    : M+      0.0   217.7   275.5  1191.5  2154.5  2825.6  3226.4  3344.3
            V     156.5   152.9   152.0   135.2   113.4    91.6    61.1    39.3
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   156.5   152.9   152.0   135.3   115.2    96.2    78.2    61.3
            M      -0.0   214.8   271.5  1149.1  2003.5  2528.4  2752.4  2703.9
Total     : M+      0.0   607.9   769.5  3336.2  6057.1  7985.9  9141.6  9509.5
            V     326.3   317.3   314.9   272.4   216.4   160.5    95.3    39.3
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   326.3   317.3   314.9   272.5   218.3   165.1   112.4    61.3
            M      -0.0   605.0   765.4  3293.7  5906.0  7688.7  8667.6  8869.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    87.13  101.77  116.40  131.03  142.03  142.66  145.00
Self wt.  : M    2120.3  1850.2  1400.0   769.7   177.3   140.1     0.0
(Max)       V      12.3    24.6    36.9    49.2    58.5    59.0    61.0
DL-Prec.  : M     306.9   267.8   202.6   111.4    25.7    20.3     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.5     8.5     8.8
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    2303.8  2010.3  1521.1   836.2   192.7   152.2     0.0
Haunch (Max)V      13.4    26.7    40.1    53.5    63.5    64.1    66.3
Diaphragm : M      26.3    21.6    14.3     7.0     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     746.2   651.2   492.7   270.9    62.4    49.3     0.0
DC(Max)     V       4.3     8.7    13.0    17.3    20.6    20.8    21.5
DL-Comp   : M     411.8   359.3   271.9   149.5    34.4    27.2     0.0
DW(Max)     V       2.4     4.8     7.2     9.6    11.4    11.5    11.8
LL + I    : M+   3226.4  2825.6  2154.5  1191.5   275.5   217.7     0.0
            V      61.1    91.6   113.4   135.2   152.0   152.9   156.5
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    78.2    96.2   115.2   135.3   152.0   152.9   156.5
            M    2752.4  2528.4  2003.5  1149.1   271.5   214.8    -0.0
Total     : M+   9141.6  7985.9  6057.1  3336.2   769.5   607.9     0.0
            V      95.3   160.5   216.4   272.4   314.9   317.3   326.3
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   112.4   165.1   218.3   272.5   314.9   317.3   326.3
            M    8667.6  7688.7  5906.0  3293.7   765.4   605.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               61.0             61.0
Deck+Haunch            66.3             66.3
Diaphragm               0.5              0.5
DL-Prec.(DC)            8.8              8.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          107.3            107.3
DL-Comp.(DW)           59.2             59.2
Live                  113.8            113.8
        Truck          67.4             67.4
        Lane           46.4             46.4
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   13.97   28.60   43.23   57.87   72.50
Self wt.  : M       0.0   140.1   177.3   769.7  1400.0  1850.2  2120.3  2210.4
(Max)       V      61.0    59.0    58.5    49.2    36.9    24.6    12.3     0.0
DL-Prec.  : M       0.0    20.3    25.7   111.4   202.6   267.8   306.9   319.9
DC(Max)     V       8.8     8.5     8.5     7.1     5.3     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   152.2   192.7   836.2  1521.1  2010.3  2303.8  2401.6
Haunch (Max)V      66.3    64.1    63.5    53.5    40.1    26.7    13.4     0.0
Diaphragm : M       0.0     1.2     1.5     7.0    14.3    21.6    26.3    26.3
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    49.3    62.4   270.9   492.7   651.2   746.2   777.9
DC(Max)     V      21.5    20.8    20.6    17.3    13.0     8.7     4.3     0.0
DL-Comp   : M       0.0    27.2    34.4   149.5   271.9   359.3   411.8   429.3
DW(Max)     V      11.8    11.5    11.4     9.6     7.2     4.8     2.4     0.0
LL + I    : M+      0.0   174.2   220.4   953.2  1723.6  2260.5  2581.1  2675.4
            V     125.2   122.3   121.6   108.1    90.7    73.3    48.9    31.4
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   125.2   122.4   121.6   108.3    92.2    77.0    62.6    49.1
            M      -0.0   171.8   217.2   919.3  1602.8  2022.7  2201.9  2163.1
Total     : M+      0.0   564.4   714.4  3097.9  5626.2  7420.8  8496.3  8840.7
            V     295.0   286.7   284.5   245.4   193.8   142.1    83.1    31.4
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   295.0   286.8   284.5   245.5   195.2   145.8    96.8    49.1
            M      -0.0   562.0   711.1  3063.9  5505.3  7183.0  8117.1  8328.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    87.13  101.77  116.40  131.03  142.03  142.66  145.00
Self wt.  : M    2120.3  1850.2  1400.0   769.7   177.3   140.1     0.0
(Max)       V      12.3    24.6    36.9    49.2    58.5    59.0    61.0
DL-Prec.  : M     306.9   267.8   202.6   111.4    25.7    20.3     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.5     8.5     8.8
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    2303.8  2010.3  1521.1   836.2   192.7   152.2     0.0
Haunch (Max)V      13.4    26.7    40.1    53.5    63.5    64.1    66.3
Diaphragm : M      26.3    21.6    14.3     7.0     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     746.2   651.2   492.7   270.9    62.4    49.3     0.0
DC(Max)     V       4.3     8.7    13.0    17.3    20.6    20.8    21.5
DL-Comp   : M     411.8   359.3   271.9   149.5    34.4    27.2     0.0
DW(Max)     V       2.4     4.8     7.2     9.6    11.4    11.5    11.8
LL + I    : M+   2581.1  2260.5  1723.6   953.2   220.4   174.2     0.0
            V      48.9    73.3    90.7   108.1   121.6   122.3   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    62.6    77.0    92.2   108.3   121.6   122.4   125.2
            M    2201.9  2022.7  1602.8   919.3   217.2   171.8    -0.0
Total     : M+   8496.3  7420.8  5626.2  3097.9   714.4   564.4     0.0
            V      83.1   142.1   193.8   245.4   284.5   286.7   295.0
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    96.8   145.8   195.2   245.5   284.5   286.8   295.0
            M    8117.1  7183.0  5505.3  3063.9   711.1   562.1    -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   13.97   28.60   43.23   57.87   72.50
Self wt.  : M       0.0   175.1   221.6   962.1  1750.0  2312.7  2650.4  2763.0
(Max)       V      76.2    73.8    73.1    61.5    46.2    30.8    15.4     0.0
Self wt.  : M       0.0   126.1   159.6   692.7  1260.0  1665.2  1908.3  1989.3
(Min)       V      54.9    53.1    52.6    44.3    33.2    22.2    11.1     0.0
DL-Prec.  : M       0.0    25.3    32.1   139.2   253.3   334.7   383.6   399.9
DC(Max)     V      11.0    10.7    10.6     8.9     6.7     4.5     2.2     0.0
DL-Prec.  : M       0.0    18.2    23.1   100.2   182.3   241.0   276.2   287.9
DC(Min)     V       7.9     7.7     7.6     6.4     4.8     3.2     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   190.3   240.8  1045.3  1901.4  2512.8  2879.7  3002.0
Haunch (Max)V      82.8    80.1    79.4    66.9    50.1    33.4    16.7     0.0
Deck +    : M       0.0   137.0   173.4   752.6  1369.0  1809.2  2073.4  2161.4
Haunch (Min)V      59.6    57.7    57.2    48.1    36.1    24.1    12.0     0.0
Diaphragm : M       0.0     1.5     1.9     8.7    17.9    27.0    32.8    32.8
(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     6.3    12.9    19.5    23.6    23.6
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    61.6    78.0   338.6   615.9   814.0   932.8   972.4
DC(Max)     V      26.8    26.0    25.7    21.7    16.2    10.8     5.4     0.0
DL-Comp   : M       0.0    44.4    56.2   243.8   443.4   586.0   671.6   700.1
DC(Min)     V      19.3    18.7    18.5    15.6    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    40.8    51.7   224.2   407.8   539.0   617.7   643.9
DW(Max)     V      17.8    17.2    17.0    14.3    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    17.7    22.4    97.2   176.7   233.6   267.7   279.0
DW(Min)     V       7.7     7.4     7.4     6.2     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   381.0   482.1  2085.2  3770.4  4944.9  5646.2  5852.4
            V     273.9   267.6   265.9   236.6   198.4   160.3   106.9    68.8
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   273.9   267.7   266.0   236.8   201.7   168.4   136.9   107.4
            M      -0.0   375.8   475.1  2010.9  3506.0  4424.7  4816.6  4731.8
Total     : M+      0.0   875.6  1108.2  4803.3  8716.6 11485.1 13143.1 13666.4
            V     489.1   476.0   472.4   410.5   329.0   247.6   150.2    68.8
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   489.1   476.0   472.5   410.7   332.2   255.6   180.2   107.4
            M      -0.0   870.4  1101.2  4729.0  8452.2 10964.9 12313.6 12545.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    87.13  101.77  116.40  131.03  142.03  142.66  145.00
Self wt.  : M    2650.4  2312.7  1750.0   962.1   221.6   175.1     0.0
(Max)       V      15.4    30.8    46.2    61.5    73.1    73.8    76.2
Self wt.  : M    1908.3  1665.2  1260.0   692.7   159.6   126.1     0.0
(Min)       V      11.1    22.2    33.2    44.3    52.6    53.1    54.9
DL-Prec.  : M     383.6   334.7   253.3   139.2    32.1    25.3     0.0
DC(Max)     V       2.2     4.5     6.7     8.9    10.6    10.7    11.0
DL-Prec.  : M     276.2   241.0   182.3   100.2    23.1    18.2     0.0
DC(Min)     V       1.6     3.2     4.8     6.4     7.6     7.7     7.9
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    2879.7  2512.8  1901.4  1045.3   240.8   190.3     0.0
Haunch (Max)V      16.7    33.4    50.1    66.9    79.4    80.1    82.8
Deck +    : M    2073.4  1809.2  1369.0   752.6   173.4   137.0     0.0
Haunch (Min)V      12.0    24.1    36.1    48.1    57.2    57.7    59.6
Diaphragm : M      32.8    27.0    17.9     8.7     1.9     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      23.6    19.5    12.9     6.3     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     932.8   814.0   615.9   338.6    78.0    61.6     0.0
DC(Max)     V       5.4    10.8    16.2    21.7    25.7    26.0    26.8
DL-Comp   : M     671.6   586.0   443.4   243.8    56.2    44.4     0.0
DC(Min)     V       3.9     7.8    11.7    15.6    18.5    18.7    19.3
DL-Comp   : M     617.7   539.0   407.8   224.2    51.7    40.8     0.0
DW(Max)     V       3.6     7.2    10.8    14.3    17.0    17.2    17.8
DL-Comp   : M     267.7   233.6   176.7    97.2    22.4    17.7     0.0
DW(Min)     V       1.6     3.1     4.7     6.2     7.4     7.4     7.7
LL + I    : M+   5646.2  4944.9  3770.4  2085.2   482.1   381.0     0.0
            V     106.9   160.3   198.4   236.6   265.9   267.6   273.9
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   136.9   168.4   201.7   236.8   266.0   267.7   273.9
            M    4816.6  4424.7  3506.0  2010.9   475.1   375.8    -0.0
Total     : M+  13143.1 11485.1  8716.6  4803.3  1108.2   875.6     0.0
            V     150.2   247.6   329.0   410.5   472.4   476.0   489.1
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   180.2   255.6   332.2   410.7   472.5   476.0   489.1
            M   12313.6 10964.9  8452.2  4729.0  1101.2   870.4    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               76.2             76.2
Deck+Haunch            82.8             82.8
Diaphragm               0.6              0.6
DL-Prec.(DC)           11.0             11.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          134.1            134.1
DL-Comp.(DW)           88.8             88.8
Live                  199.1            199.1
        Truck         117.9            117.9
        Lane           81.2             81.2
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   13.97   28.60   43.23   57.87   72.50
Self wt.  : M       0.0   140.1   177.3   769.7  1400.0  1850.2  2120.3  2210.4
(Max)       V      61.0    59.0    58.5    49.2    36.9    24.6    12.3     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    20.3    25.7   111.4   202.6   267.8   306.9   319.9
DC(Max)     V       8.8     8.5     8.5     7.1     5.3     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   152.2   192.7   836.2  1521.1  2010.3  2303.8  2401.6
Haunch (Max)V      66.3    64.1    63.5    53.5    40.1    26.7    13.4     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     7.0    14.3    21.6    26.3    26.3
(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    49.3    62.4   270.9   492.7   651.2   746.2   777.9
DC(Max)     V      21.5    20.8    20.6    17.3    13.0     8.7     4.3     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    27.2    34.4   149.5   271.9   359.3   411.8   429.3
DW(Max)     V      11.8    11.5    11.4     9.6     7.2     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   135.8   171.7   735.8  1309.9  1708.5  1928.8  1950.9
            V     116.6   114.5   113.9   103.7    31.1    67.7    54.4    41.0
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   116.6   114.5   113.9   103.7    89.9    76.6    63.3    49.9
            M       0.0   136.0   172.0   735.8  1306.2  1681.7  1859.0  1838.1
Total     : M+      0.0   526.0   665.7  2880.4  5212.4  6868.8  7844.0  8116.2
            V     286.5   278.9   276.8   241.0   134.2   136.6    88.6    41.0
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   286.5   278.9   276.8   241.0   193.0   145.5    97.4    49.9
            M       0.0   526.2   666.0  2880.4  5208.8  6842.0  7774.2  8003.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    87.13  101.77  116.40  131.03  142.03  142.66  145.00
Self wt.  : M    2120.3  1850.2  1400.0   769.7   177.3   140.1     0.0
(Max)       V      12.3    24.6    36.9    49.2    58.5    59.0    61.0
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     306.9   267.8   202.6   111.4    25.7    20.3     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.5     8.5     8.8
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    2303.8  2010.3  1521.1   836.2   192.7   152.2     0.0
Haunch (Max)V      13.4    26.7    40.1    53.5    63.5    64.1    66.3
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      26.3    21.6    14.3     7.0     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     746.2   651.2   492.7   270.9    62.4    49.3     0.0
DC(Max)     V       4.3     8.7    13.0    17.3    20.6    20.8    21.5
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     411.8   359.3   271.9   149.5    34.4    27.2     0.0
DW(Max)     V       2.4     4.8     7.2     9.6    11.4    11.5    11.8
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+   1928.8  1708.5  1309.9   735.8   171.7   135.8     0.0
            V      54.4    67.7    31.1   103.7   113.9   114.5   116.6
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    63.3    76.6    89.9   103.7   113.9   114.5   116.6
            M    1859.0  1681.7  1306.2   735.8   172.0   136.0     0.0
Total     : M+   7844.0  6868.8  5212.4  2880.4   665.7   526.0     0.0
            V      88.6   136.6   134.2   241.0   276.8   278.9   286.5
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    97.4   145.5   193.0   241.0   276.8   278.9   286.5
            M    7774.2  6842.0  5208.8  2880.4   666.0   526.2     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   14.63   29.27   43.90   58.53   73.17   51.22
 
Beam-Self
Precast-top    0.176   0.786   1.389   1.807   2.055   2.141   1.951 
Bottom        -0.140  -0.619  -1.080  -1.388  -1.569  -1.635  -1.495 
 
Prestress
Precast-top    0.254  -0.158  -0.665  -1.159  -1.399  -1.399  -1.399 
Bottom         4.760   5.066   5.433   5.781   5.947   5.947   5.947 
 
Total
Precast-top    0.430   0.629   0.723   0.648   0.656   0.741   0.552 
Bottom         4.621   4.447   4.354   4.393   4.377   4.312   4.452 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.68 %)
             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   13.97   28.60   43.23   57.87   72.50
 
Prestress
Precast-top    0.069   0.219   0.200  -0.136  -0.574  -1.000  -1.208  -1.208
Bottom         0.960   4.109   4.124   4.373   4.690   4.990   5.133   5.133
 
Self wt.
Precast-top   -0.000   0.136   0.173   0.747   1.350   1.768   2.016   2.102
Bottom        -0.000  -0.108  -0.137  -0.588  -1.049  -1.358  -1.540  -1.605
 
DL-Prec (DC)
Precast-top   -0.000   0.020   0.025   0.108   0.195   0.256   0.292   0.304
Bottom        -0.000  -0.016  -0.020  -0.085  -0.152  -0.197  -0.223  -0.232
 
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   0.025   0.025
Bottom        -0.000  -0.001  -0.001  -0.005  -0.011  -0.016  -0.019  -0.019
 
Deck + Haunch
Precast-top   -0.000   0.148   0.188   0.812   1.466   1.921   2.191   2.284
Bottom        -0.000  -0.118  -0.149  -0.638  -1.140  -1.476  -1.673  -1.744
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.063   0.114   0.150   0.172   0.179
Precast-top   -0.000   0.010   0.013   0.057   0.102   0.135   0.154   0.161
Bottom        -0.000  -0.026  -0.033  -0.143  -0.257  -0.336  -0.382  -0.398
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.035   0.063   0.083   0.095   0.099
Precast-top   -0.000   0.006   0.007   0.031   0.057   0.074   0.085   0.089
Bottom        -0.000  -0.014  -0.018  -0.079  -0.142  -0.185  -0.211  -0.220
 
LL+I(+)
Topping-top   -0.000   0.051   0.065   0.278   0.500   0.652   0.742   0.769
Precast-top   -0.000   0.046   0.058   0.249   0.448   0.585   0.666   0.690
Bottom        -0.000  -0.116  -0.147  -0.629  -1.125  -1.457  -1.652  -1.713
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.069   0.087   0.377   0.678   0.885   1.008   1.046 
Precast-top    0.069   0.587   0.665   1.874   3.058   3.760   4.221   4.446 
Bottom         0.960   3.710   3.619   2.205   0.815  -0.034  -0.567  -0.798 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.023   0.098   0.178   0.233   0.266   0.278 
Precast-top    0.069   0.541   0.607   1.625   2.609   3.175   3.555   3.756 
Bottom         0.960   3.826   3.765   2.835   1.940   1.422   1.085   0.914 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   14.63   29.27   43.90   58.53   73.17   51.22
 
Beam-Self
Precast-top    0.176   0.786   1.389   1.807   2.055   2.141   1.951 
Bottom        -0.140  -0.619  -1.080  -1.388  -1.569  -1.635  -1.495 
 
Prestress
Precast-top    0.254  -0.158  -0.665  -1.159  -1.399  -1.399  -1.399 
Bottom         4.760   5.066   5.433   5.781   5.947   5.947   5.947 
 
Total
Precast-top    0.430   0.629   0.723   0.648   0.656   0.741   0.552 
Bottom         4.621   4.447   4.354   4.393   4.377   4.312   4.452 
 
As_top  , in2  0.000   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   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.68 %)
             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   13.97   28.60   43.23   57.87   72.50
 
Prestress
Precast-top    0.069   0.219   0.200  -0.136  -0.574  -1.000  -1.208  -1.208
Bottom         0.960   4.109   4.124   4.373   4.690   4.990   5.133   5.133
 
Self wt.
Precast-top   -0.000   0.136   0.173   0.747   1.350   1.768   2.016   2.102
Bottom        -0.000  -0.108  -0.137  -0.588  -1.049  -1.358  -1.540  -1.605
 
DL-Prec (DC)
Precast-top   -0.000   0.020   0.025   0.108   0.195   0.256   0.292   0.304
Bottom        -0.000  -0.016  -0.020  -0.085  -0.152  -0.197  -0.223  -0.232
 
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   0.025   0.025
Bottom        -0.000  -0.001  -0.001  -0.005  -0.011  -0.016  -0.019  -0.019
 
Deck + Haunch
Precast-top   -0.000   0.148   0.188   0.812   1.466   1.921   2.191   2.284
Bottom        -0.000  -0.118  -0.149  -0.638  -1.140  -1.476  -1.673  -1.744
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.063   0.114   0.150   0.172   0.179
Precast-top   -0.000   0.010   0.013   0.057   0.102   0.135   0.154   0.161
Bottom        -0.000  -0.026  -0.033  -0.143  -0.257  -0.336  -0.382  -0.398
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.035   0.063   0.083   0.095   0.099
Precast-top   -0.000   0.006   0.007   0.031   0.057   0.074   0.085   0.089
Bottom        -0.000  -0.014  -0.018  -0.079  -0.142  -0.185  -0.211  -0.220
 
LL+I(+)
Topping-top   -0.000   0.041   0.052   0.223   0.400   0.522   0.593   0.615
Precast-top   -0.000   0.036   0.046   0.199   0.358   0.468   0.533   0.552
Bottom        -0.000  -0.093  -0.117  -0.503  -0.900  -1.165  -1.322  -1.370
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.059   0.074   0.321   0.578   0.755   0.860   0.893 
Precast-top    0.069   0.577   0.653   1.824   2.968   3.643   4.088   4.308 
Bottom         0.960   3.733   3.648   2.331   1.040   0.257  -0.236  -0.456 
 

 
 
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   13.97   28.60   43.23   57.87   72.50
F_LL+I(+)
Topping-top   -0.000   0.032   0.040   0.172   0.304   0.394   0.443   0.448
Precast-top   -0.000   0.028   0.036   0.154   0.272   0.354   0.398   0.403
Bottom        -0.000  -0.072  -0.091  -0.389  -0.684  -0.881  -0.988  -0.999
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.052   0.221   0.393   0.511   0.577   0.587 
Precast-top    0.034   0.299   0.339   0.966   1.577   1.941   2.175   2.281 
Bottom         0.480   1.841   1.791   1.029   0.286  -0.169  -0.445  -0.542 
 

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
    489.1    6.5   66.5    1.392   7.6   6.00e-3 50.0    500.4     1.810    3.840      0.00
      0.0    1.3   65.9     41.9 0.139      35.4 0.87    12.00     0.123    1.787 
Transfer:   3.00
    476.0    6.5   66.5    6.281  34.3  -0.07e-3 28.8    295.4     0.508    1.760      0.00
    870.4    5.5   63.8    189.0 0.133     199.2 5.07    12.00     0.123    1.828 
Critical:   5.94
    459.4    6.5   66.5    7.414  34.3  -0.13e-3 28.6    269.2     0.463    1.760      0.00
   1871.5    6.5   63.3    189.0 0.129     206.9 5.31    12.00     0.123    1.880 
0.1L    :  14.63
    410.7    6.5   66.5    9.548  34.3  -0.12e-3 28.6    221.6     0.391    0.620      0.00
   4729.0    9.3   61.9    189.0 0.117     200.5 5.26    24.00     0.123    1.285 
0.2L    :  29.27
    332.2    6.5   61.6   12.152  34.3  -0.05e-3 28.8    160.1     0.310    0.496      0.00
   8452.2    9.4   56.9    189.0 0.101     174.8 4.98    24.00     0.123    1.261 
0.3L    :  43.90
    255.6    6.5   64.6   12.152  34.3   0.36e-3 30.2    110.1     0.215    0.496      0.00
  10964.9    9.5   59.8    189.0 0.071     139.7 3.79    24.00     0.123    1.508 
0.4L    :  58.53
    180.2    6.5   66.0   12.152   0.0   0.85e-3 32.0     89.5     0.182    0.413      0.00
  12313.6    9.5   61.3    189.0 0.056     110.8 2.93    24.00     0.123    1.566 
0.5L    :  73.17
    107.4    6.5   66.0   12.152   0.0   0.77e-3 31.7      4.4     0.123    0.413      0.00
  12545.7    9.5   61.3    189.0 0.033     114.9 3.04    24.00     0.123    2.683 
0.6L    :  87.80
    180.2    6.5   66.0   12.152   0.0   0.85e-3 32.0     89.5     0.182    0.413      0.00
  12313.6    9.5   61.3    189.0 0.056     110.8 2.93    24.00     0.123    1.566 
0.7L    : 102.43
    255.6    6.5   64.6   12.152  34.3   0.36e-3 30.2    110.1     0.215    0.496      0.00
  10964.9    9.5   59.8    189.0 0.071     139.7 3.79    24.00     0.123    1.508 
0.8L    : 117.06
    332.2    6.5   61.6   12.152  34.3  -0.05e-3 28.8    160.1     0.310    0.496      0.00
   8452.2    9.4   56.9    189.0 0.101     174.8 4.98    24.00     0.123    1.261 
0.9L    : 131.70
    410.7    6.5   66.5    9.548  34.3  -0.12e-3 28.6    221.6     0.391    0.620      0.00
   4729.0    9.3   61.9    189.0 0.117     200.5 5.26    24.00     0.123    1.285 
Critical: 140.39
    459.4    6.5   66.5    7.414  34.3  -0.13e-3 28.6    269.2     0.463    1.760      0.00
   1871.5    6.5   63.3    189.0 0.129     206.9 5.31    12.00     0.123    1.880 
Transfer: 143.33
    476.0    6.5   66.5    6.281  34.3  -0.07e-3 28.8    295.4     0.508    1.760      0.00
    870.4    5.5   63.8    189.0 0.133     199.2 5.07    12.00     0.123    1.828 
Bearing : 145.67
    489.1    6.5   66.5    1.392   7.6   6.00e-3 50.0    500.4     1.810    3.840      0.00
      0.0    1.3   65.9     41.9 0.139      35.4 0.87    12.00     0.123    1.787 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 2382.03
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    4.76
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 4
(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
    489.1      8.25     66.52    1.26       65.89    24.00      0.300      1.999      0.000      3.840 
Transfer:      2.33
    476.0      8.30     66.52    5.53       63.76    24.00      0.300      2.015      0.000      1.760 
Critical:      5.27
    459.5      8.07     66.52    6.51       63.27    24.00      0.300      1.940      0.000      1.760 
0.1L    :     13.97
    410.7      7.38     66.52    9.34       61.85    24.00      0.300      1.710      0.000      0.620 
0.2L    :     28.60
    332.2      6.49     61.63    9.40       56.93    24.00      0.300      1.412      0.000      0.496 
0.3L    :     43.23
    255.6      4.75     64.57    9.46       59.84    24.00      0.300      0.832      0.000      0.496 
0.4L    :     57.87
    180.2      3.27     66.04    9.49       61.29    24.00      0.300      0.339      0.000      0.413 
0.5L    :     72.50
    107.4      1.95     66.04    9.49       61.29    24.00      0.300      0.000      0.000      0.413 
0.6L    :     87.13
    180.2      3.27     66.04    9.49       61.29    24.00      0.300      0.339      0.000      0.413 
0.7L    :    101.77
    255.6      4.75     64.57    9.46       59.84    24.00      0.300      0.832      0.000      0.496 
0.8L    :    116.40
    332.2      6.49     61.63    9.40       56.93    24.00      0.300      1.412      0.000      0.496 
0.9L    :    131.03
    410.7      7.38     66.52    9.34       61.85    24.00      0.300      1.710      0.000      0.620 
Critical:    139.73
    459.5      8.07     66.52    6.51       63.27    24.00      0.300      1.940      0.000      1.760 
Transfer:    142.66
    476.0      8.30     66.52    5.53       63.76    24.00      0.300      2.015      0.000      1.760 
Bearing :    145.00
    489.1      8.25     66.52    1.26       65.89    24.00      0.300      1.999      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 = 13.97 ft
Prestress      :       2.813  1.80      5.064  2.20      6.189
Self Wt.       :      -1.190  1.85     -2.201  2.40     -2.856
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          :       1.623            2.863            3.334
 
At 0.2 x L = 28.60 ft
Prestress      :       5.039  1.80      9.071  2.20     11.086
Self Wt.       :      -2.225  1.85     -4.115  2.40     -5.339
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          :       2.815            4.955            5.748
 
At 0.3 x L = 43.23 ft
Prestress      :       6.606  1.80     11.891  2.20     14.534
Self Wt.       :      -3.004  1.85     -5.557  2.40     -7.210
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          :       3.602            6.334            7.324
 
At 0.4 x L = 57.87 ft
Prestress      :       7.552  1.80     13.594  2.20     16.615
Self Wt.       :      -3.492  1.85     -6.460  2.40     -8.380
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          :       4.060            7.134            8.234
 
At 0.5 x L = 72.50 ft
Prestress      :       7.895  1.80     14.210  2.20     17.368
Self Wt.       :      -3.667  1.85     -6.783  2.40     -8.800
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          :       4.228            7.427            8.568
 
At 0.6 x L = 87.13 ft
Prestress      :       7.552  1.80     13.594  2.20     16.615
Self Wt.       :      -3.492  1.85     -6.460  2.40     -8.380
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          :       4.060            7.134            8.234
 
At 0.7 x L = 101.77 ft
Prestress      :       6.606  1.80     11.891  2.20     14.534
Self Wt.       :      -3.004  1.85     -5.557  2.40     -7.210
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          :       3.602            6.334            7.324
 
At 0.8 x L = 116.40 ft
Prestress      :       5.039  1.80      9.071  2.20     11.086
Self Wt.       :      -2.225  1.85     -4.115  2.40     -5.339
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          :       2.815            4.955            5.748
 
At 0.9 x L = 131.03 ft
Prestress      :       2.813  1.80      5.064  2.20      6.189
Self Wt.       :      -1.190  1.85     -2.201  2.40     -2.856
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          :       1.623            2.863            3.334
 

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
   875.6    56.4  7.994  261.3    6.5   5.53   9326.3  0.029T 1.00       -       -     -     -  
H/2     :   2.97
  1108.2    56.5  8.302  261.0    6.8   5.74   9678.3  0.028T 1.00       -       -     -     -  
0.1L    :  13.97
  4803.3    58.7 12.152  255.8   11.0   9.34  14129.6  0.016T 1.00  10520.2  6388.4    1.34    -  
0.2L    :  28.60
  8716.6    61.6 12.152  256.4   11.1   9.40  14922.0  0.016T 1.00  10723.9 10723.9    1.39    -  
0.3L    :  43.23
 11485.1    64.6 12.152  257.0   11.1   9.46  15715.2  0.016T 1.00  11122.7 11122.7    1.41    -  
0.4L    :  57.87
 13143.1    66.0 12.152  257.2   11.2   9.49  16112.2  0.016T 1.00  11286.5 11286.5    1.43    -  
0.5L    :  72.50
 13666.4    66.0 12.152  257.2   11.2   9.49  16112.2  0.016T 1.00  11202.5 11202.5    1.44    -  
0.6L    :  87.13
 13143.1    66.0 12.152  257.2   11.2   9.49  16112.2  0.016T 1.00  11286.5 11286.5    1.43    -  
0.7L    : 101.77
 11485.1    64.6 12.152  257.0   11.1   9.46  15715.2  0.016T 1.00  11122.7 11122.7    1.41    -  
0.8L    : 116.40
  8716.6    61.6 12.152  256.4   11.1   9.40  14922.0  0.016T 1.00  10723.9 10723.9    1.39    -  
0.9L    : 131.03
  4803.3    58.7 12.152  255.8   11.0   9.34  14129.6  0.016T 1.00  10520.2  6388.4    1.34    -  
H/2     : 142.03
  1108.2    56.5  8.302  261.0    6.8   5.74   9678.3  0.028T 1.00       -       -     -     -  
Transfer: 142.66
   875.6    56.4  7.994  261.3    6.5   5.53   9326.3  0.029T 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 1-28; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.096
        M   2.00 Fb     0.101
 
  2   2 E  60.00 Ft     0.398
        M  12.00 Fb     0.039
 
  3   2 E  58.00 Ft     0.685
        M  10.00 Fb    -0.012
 
  4   2 E  56.00 Ft     0.959
        M   8.00 Fb    -0.052
 
  5   2 E  54.00 Ft     1.218
        M   6.00 Fb    -0.081
 
  6   2 E  52.00 Ft     1.464
        M   4.00 Fb    -0.099
 
  7   2 E  50.00 Ft     1.696
        M   2.00 Fb    -0.106
 
  8   2 E   8.00 Ft     1.658
        M   8.00 Fb     0.101
 
  9   2 E   8.00 Ft     1.619
        M   8.00 Fb     0.309
 
 10   2 E   8.00 Ft     1.581
        M   8.00 Fb     0.517
 
 11   2 E   8.00 Ft     1.542
        M   8.00 Fb     0.725
 
 12   2 E   6.00 Ft     1.490
        M   6.00 Fb     0.944
 
 13   2 E   6.00 Ft     1.437
        M   6.00 Fb     1.163
 
 14   2 E   6.00 Ft     1.385
        M   6.00 Fb     1.381
 
 15   2 E   6.00 Ft     1.333
        M   6.00 Fb     1.600
 
 16   2 E   6.00 Ft     1.280
        M   6.00 Fb     1.819
 
 17   2 E   6.00 Ft     1.228
        M   6.00 Fb     2.038
 
 18   2 E   4.00 Ft     1.162
        M   4.00 Fb     2.268
 
 19   2 E   4.00 Ft     1.095
        M   4.00 Fb     2.497
 
 20   2 E   4.00 Ft     1.029
        M   4.00 Fb     2.727
 
 21   2 E   4.00 Ft     0.963
        M   4.00 Fb     2.957
 
 22   2 E   4.00 Ft     0.897
        M   4.00 Fb     3.187
 
 23   2 E   4.00 Ft     0.831
        M   4.00 Fb     3.417
 
 24   2 E   2.00 Ft     0.751
        M   2.00 Fb     3.657
 
 25   2 E   2.00 Ft     0.670
        M   2.00 Fb     3.898
 
 26   2 E   2.00 Ft     0.590
        M   2.00 Fb     4.139
 
 27   2 E   2.00 Ft     0.510
        M   2.00 Fb     4.380
 
 28   2 E   2.00 Ft     0.430
        M   2.00 Fb     4.620
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 146.33            Release Length, ft: 146.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  56
No. of strands, Draped:  12           No. of strands, Straight:  44
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.0 ksi  f'ct   4.0 ksi
Initial losses:  9.74 %               Final losses: 14.63 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.621     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.430       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)                 16112.16    13666.37     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               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:   2.400   1.046     Midspan    1.800   0.278     Midspan
    Pre.Top:   5.400   4.446     Midspan    4.050   3.756     Midspan
    Pre.Bot:   5.400   3.710    Transfer    4.050   3.826    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.570   0.069     Bearing
    Pre.Bot:  -0.570  -0.456     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.600   2.281     Midspan
    Pre.Bot:                                                             3.600   1.841    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  72.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.895  1.80     14.210  2.20     17.368
Self Wt.       :      -3.667  1.85     -6.783  2.40     -8.800
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          :       4.228            7.427            8.568
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  3.50 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  =  97.500 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  145.00
     DC  Line       0.076      0.00       0.076  145.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    52.50 
      0.25    92.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 146.330 ft
Release length = 146.330 ft
Design  length = 145.000 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)  : 0.685   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.915   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.008   (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           1398.6 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           932695 in4#
Ht. of c.g.           =        28.75 in             45.04 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1645.9 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 = 0.7652

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    13.97    28.60    43.23    57.87    72.50
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    819.3    861.2    861.2    861.2    861.2    861.2    861.2    861.2
  Yb      ,  in    28.56    27.88    27.88    27.74    27.55    27.37    27.28    27.28
  MI(Ixx) , in4   424896   432472   432651   436013   441250   447358   450739   450739
Composite: (At Final, using Ec =  5575.2 ksi )
  Area    , in2   1409.7   1448.6   1448.6   1448.6   1448.6   1448.6   1448.6   1448.6
  Yb      ,  in    44.81    44.00    43.99    43.92    43.82    43.72    43.67    43.67
  MI(Ixx) , in4   942370   976525   976896   983583   993209  1003668  1009210  1009210

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           =       9.00 ksi           4.00 ksi
  Elasticity         =    5575.24 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.40 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.05 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.57 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  56 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 51.22 ft from member end )
END PATTERN (Ycg = 15.50 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 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 = 5.21 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

 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =   12.15 in2      Initial Pull          =     2382.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.109 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     13.886 ft
Holddown Force        =  39.745 kips     Beam Shrtng (PL/AE)   =      0.925 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)       
---------------------------------------------------------------------------------------
      8198.225         740 6066.687     30.388 123069.898  1925.639     926.259        
 
 
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     27.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.4167     46.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      46.1670    100.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00     100.1631    118.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     118.9134    131.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     131.9134    139.4134    Yes
      2      US#6[M19]       60.00        0.88       7.00     139.4134    139.9967    Yes
      2      US#6[M19]       60.00        0.88       6.00     139.9967    143.9967    Yes
      2      US#6[M19]       60.00        0.88       4.25     143.9967    144.3510     No
      2      US#6[M19]       60.00        0.88       4.25     144.3507    144.7050    Yes
      2      US#6[M19]       60.00        0.88       4.25     144.7050    145.0594     No
      2      US#6[M19]       60.00        0.88       2.75     145.0590    145.2884    Yes
      2      US#6[M19]       60.00        0.88       2.75     145.2884    145.5177     No
      2      US#6[M19]       60.00        0.88       2.75     145.5174    145.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75     145.7467    145.9760     No
      2      US#6[M19]       60.00        0.88       2.75     145.9757    146.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     146.2050    146.3300     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 146.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 12.1520 in2       Ycg =  5.21 in
         P_init    =     2382.0 kips  Ecc = 23.54 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.10 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.519 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.27 ksi    0.00 ksi
    due to Composite Loads                                 -2.82 ksi    0.00 ksi
    due to Live Loads                                      -7.15 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                        17.35 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.10 ksi  ( 9.74 %)             9.57 ksi ( 4.88 %)
Total Prestress Losses                                    28.67 ksi (14.63 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.3 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   13.97   28.60   43.23   57.87   72.50
Self wt.  : M       0.0   140.1   177.3   769.7  1400.0  1850.2  2120.3  2210.4
(Max)       V      61.0    59.0    58.5    49.2    36.9    24.6    12.3     0.0
DL-Prec.  : M       0.0    18.5    23.4   101.7   185.1   244.6   280.3   292.2
DC(Max)     V       8.1     7.8     7.7     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
Deck +    : M       0.0   134.1   169.7   736.5  1339.7  1770.5  2029.0  2115.2
Haunch (Max)V      58.3    56.5    56.0    47.1    35.3    23.6    11.8     0.0
Diaphragm : M       0.0     0.6     0.7     3.5     7.2    10.8    13.1    13.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    49.3    62.4   270.9   492.7   651.2   746.2   777.9
DC(Max)     V      21.5    20.8    20.6    17.3    13.0     8.7     4.3     0.0
DL-Comp   : M       0.0    27.2    34.4   149.5   271.9   359.3   411.8   429.3
DW(Max)     V      11.8    11.5    11.4     9.6     7.2     4.8     2.4     0.0
LL + I    : M+      0.0   249.0   315.1  1362.8  2464.2  3231.8  3690.1  3824.9
            V     137.0   133.9   133.1   118.4    99.3    80.2    53.5    34.4
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   137.0   133.9   133.1   118.5   100.9    84.2    68.5    53.7
            M      -0.0   245.6   310.5  1314.2  2291.4  2891.8  3148.0  3092.5
Total     : M+      0.0   618.7   783.1  3394.5  6160.6  8118.3  9290.8  9662.9
            V     298.0   289.7   287.4   248.3   196.8   145.3    85.9    34.4
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   298.0   289.7   287.4   248.5   198.4   149.3   100.9    53.7
            M      -0.0   615.4   778.5  3346.0  5987.8  7778.3  8748.7  8930.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    87.13  101.77  116.40  131.03  142.03  142.66  145.00
Self wt.  : M    2120.3  1850.2  1400.0   769.7   177.3   140.1     0.0
(Max)       V      12.3    24.6    36.9    49.2    58.5    59.0    61.0
DL-Prec.  : M     280.3   244.6   185.1   101.7    23.4    18.5     0.0
DC(Max)     V       1.6     3.3     4.9     6.5     7.7     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
Deck +    : M    2029.0  1770.5  1339.7   736.5   169.7   134.1     0.0
Haunch (Max)V      11.8    23.6    35.3    47.1    56.0    56.5    58.3
Diaphragm : M      13.1    10.8     7.2     3.5     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     746.2   651.2   492.7   270.9    62.4    49.3     0.0
DC(Max)     V       4.3     8.7    13.0    17.3    20.6    20.8    21.5
DL-Comp   : M     411.8   359.3   271.9   149.5    34.4    27.2     0.0
DW(Max)     V       2.4     4.8     7.2     9.6    11.4    11.5    11.8
LL + I    : M+   3690.1  3231.8  2464.2  1362.8   315.1   249.0     0.0
            V      53.5    80.2    99.3   118.4   133.1   133.9   137.0
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    68.5    84.2   100.9   118.5   133.1   133.9   137.0
            M    3148.0  2891.8  2291.4  1314.2   310.5   245.6    -0.0
Total     : M+   9290.8  8118.3  6160.6  3394.5   783.1   618.7     0.0
            V      85.9   145.3   196.8   248.3   287.4   289.7   298.0
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   100.9   149.3   198.4   248.5   287.4   289.7   298.0
            M    8748.7  7778.3  5987.8  3346.0   778.5   615.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               61.0             61.0
Deck+Haunch            58.3             58.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.1              8.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          107.3            107.3
DL-Comp.(DW)           59.2             59.2
Live                  113.8            113.8
        Truck          67.4             67.4
        Lane           46.4             46.4
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   13.97   28.60   43.23   57.87   72.50
Self wt.  : M       0.0   140.1   177.3   769.7  1400.0  1850.2  2120.3  2210.4
(Max)       V      61.0    59.0    58.5    49.2    36.9    24.6    12.3     0.0
DL-Prec.  : M       0.0    18.5    23.4   101.7   185.1   244.6   280.3   292.2
DC(Max)     V       8.1     7.8     7.7     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
Deck +    : M       0.0   134.1   169.7   736.5  1339.7  1770.5  2029.0  2115.2
Haunch (Max)V      58.3    56.5    56.0    47.1    35.3    23.6    11.8     0.0
Diaphragm : M       0.0     0.6     0.7     3.5     7.2    10.8    13.1    13.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    49.3    62.4   270.9   492.7   651.2   746.2   777.9
DC(Max)     V      21.5    20.8    20.6    17.3    13.0     8.7     4.3     0.0
DL-Comp   : M       0.0    27.2    34.4   149.5   271.9   359.3   411.8   429.3
DW(Max)     V      11.8    11.5    11.4     9.6     7.2     4.8     2.4     0.0
LL + I    : M+      0.0   199.2   252.1  1090.2  1971.4  2585.4  2952.1  3059.9
            V     109.6   107.1   106.4    94.7    79.4    64.2    42.8    27.5
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   109.6   107.1   106.5    94.8    80.7    67.4    54.8    43.0
            M      -0.0   196.5   248.4  1051.4  1833.1  2313.4  2518.4  2474.0
Total     : M+      0.0   568.9   720.1  3122.0  5667.8  7472.0  8552.8  8898.0
            V     270.5   262.9   260.8   224.7   177.0   129.3    75.2    27.5
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   270.5   262.9   260.8   224.8   178.3   132.5    87.2    43.0
            M      -0.0   566.3   716.4  3083.1  5529.6  7200.0  8119.1  8312.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    87.13  101.77  116.40  131.03  142.03  142.66  145.00
Self wt.  : M    2120.3  1850.2  1400.0   769.7   177.3   140.1     0.0
(Max)       V      12.3    24.6    36.9    49.2    58.5    59.0    61.0
DL-Prec.  : M     280.3   244.6   185.1   101.7    23.4    18.5     0.0
DC(Max)     V       1.6     3.3     4.9     6.5     7.7     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
Deck +    : M    2029.0  1770.5  1339.7   736.5   169.7   134.1     0.0
Haunch (Max)V      11.8    23.6    35.3    47.1    56.0    56.5    58.3
Diaphragm : M      13.1    10.8     7.2     3.5     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     746.2   651.2   492.7   270.9    62.4    49.3     0.0
DC(Max)     V       4.3     8.7    13.0    17.3    20.6    20.8    21.5
DL-Comp   : M     411.8   359.3   271.9   149.5    34.4    27.2     0.0
DW(Max)     V       2.4     4.8     7.2     9.6    11.4    11.5    11.8
LL + I    : M+   2952.1  2585.4  1971.4  1090.2   252.1   199.2     0.0
            V      42.8    64.2    79.4    94.7   106.4   107.1   109.6
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    54.8    67.4    80.7    94.8   106.5   107.1   109.6
            M    2518.4  2313.4  1833.1  1051.4   248.4   196.5    -0.0
Total     : M+   8552.8  7472.0  5667.8  3122.0   720.1   568.9     0.0
            V      75.2   129.3   177.0   224.7   260.8   262.9   270.5
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    87.2   132.5   178.3   224.8   260.8   262.9   270.5
            M    8119.1  7200.0  5529.6  3083.1   716.4   566.3    -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   13.97   28.60   43.23   57.87   72.50
Self wt.  : M       0.0   175.1   221.6   962.1  1750.0  2312.7  2650.4  2763.0
(Max)       V      76.2    73.8    73.1    61.5    46.2    30.8    15.4     0.0
Self wt.  : M       0.0   126.1   159.6   692.7  1260.0  1665.2  1908.3  1989.3
(Min)       V      54.9    53.1    52.6    44.3    33.2    22.2    11.1     0.0
DL-Prec.  : M       0.0    23.1    29.3   127.2   231.3   305.7   350.3   365.2
DC(Max)     V      10.1     9.8     9.7     8.1     6.1     4.1     2.0     0.0
DL-Prec.  : M       0.0    16.7    21.1    91.6   166.5   220.1   252.2   263.0
DC(Min)     V       7.3     7.0     7.0     5.9     4.4     2.9     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   167.6   212.1   920.6  1674.6  2213.1  2536.2  2644.0
Haunch (Max)V      72.9    70.6    69.9    58.9    44.2    29.4    14.7     0.0
Deck +    : M       0.0   120.6   152.7   662.9  1205.7  1593.4  1826.1  1903.6
Haunch (Min)V      52.5    50.8    50.4    42.4    31.8    21.2    10.6     0.0
Diaphragm : M       0.0     0.7     0.9     4.4     8.9    13.5    16.4    16.4
(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     3.1     6.4     9.7    11.8    11.8
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    61.6    78.0   338.6   615.9   814.0   932.8   972.4
DC(Max)     V      26.8    26.0    25.7    21.7    16.2    10.8     5.4     0.0
DL-Comp   : M       0.0    44.4    56.2   243.8   443.4   586.0   671.6   700.1
DC(Min)     V      19.3    18.7    18.5    15.6    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    40.8    51.7   224.2   407.8   539.0   617.7   643.9
DW(Max)     V      17.8    17.2    17.0    14.3    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    17.7    22.4    97.2   176.7   233.6   267.7   279.0
DW(Min)     V       7.7     7.4     7.4     6.2     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   435.7   551.4  2384.9  4312.4  5655.6  6457.7  6693.6
            V     239.8   234.3   232.8   207.1   173.7   140.3    93.6    60.2
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   239.8   234.4   232.9   207.4   176.6   147.4   119.9    94.0
            M      -0.0   429.9   543.4  2299.9  4010.0  5060.6  5508.9  5411.9
Total     : M+      0.0   904.7  1145.1  4961.9  9000.9 11853.6 13561.6 14098.5
            V     443.9   431.9   428.6   372.0   297.5   222.9   134.8    60.2
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   443.9   431.9   428.7   372.2   300.3   230.0   161.0    94.0
            M      -0.0   898.8  1137.0  4877.0  8698.5 11258.6 12612.8 12816.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    87.13  101.77  116.40  131.03  142.03  142.66  145.00
Self wt.  : M    2650.4  2312.7  1750.0   962.1   221.6   175.1     0.0
(Max)       V      15.4    30.8    46.2    61.5    73.1    73.8    76.2
Self wt.  : M    1908.3  1665.2  1260.0   692.7   159.6   126.1     0.0
(Min)       V      11.1    22.2    33.2    44.3    52.6    53.1    54.9
DL-Prec.  : M     350.3   305.7   231.3   127.2    29.3    23.1     0.0
DC(Max)     V       2.0     4.1     6.1     8.1     9.7     9.8    10.1
DL-Prec.  : M     252.2   220.1   166.5    91.6    21.1    16.7     0.0
DC(Min)     V       1.5     2.9     4.4     5.9     7.0     7.0     7.3
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
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    2536.2  2213.1  1674.6   920.6   212.1   167.6     0.0
Haunch (Max)V      14.7    29.4    44.2    58.9    69.9    70.6    72.9
Deck +    : M    1826.1  1593.4  1205.7   662.9   152.7   120.6     0.0
Haunch (Min)V      10.6    21.2    31.8    42.4    50.4    50.8    52.5
Diaphragm : M      16.4    13.5     8.9     4.4     0.9     0.7     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      11.8     9.7     6.4     3.1     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     932.8   814.0   615.9   338.6    78.0    61.6     0.0
DC(Max)     V       5.4    10.8    16.2    21.7    25.7    26.0    26.8
DL-Comp   : M     671.6   586.0   443.4   243.8    56.2    44.4     0.0
DC(Min)     V       3.9     7.8    11.7    15.6    18.5    18.7    19.3
DL-Comp   : M     617.7   539.0   407.8   224.2    51.7    40.8     0.0
DW(Max)     V       3.6     7.2    10.8    14.3    17.0    17.2    17.8
DL-Comp   : M     267.7   233.6   176.7    97.2    22.4    17.7     0.0
DW(Min)     V       1.6     3.1     4.7     6.2     7.4     7.4     7.7
LL + I    : M+   6457.7  5655.6  4312.4  2384.9   551.4   435.7     0.0
            V      93.6   140.3   173.7   207.1   232.8   234.3   239.8
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   119.9   147.4   176.6   207.4   232.9   234.4   239.8
            M    5508.9  5060.6  4010.0  2299.9   543.4   429.9    -0.0
Total     : M+  13561.6 11853.6  9000.9  4961.9  1145.1   904.7     0.0
            V     134.8   222.9   297.5   372.0   428.6   431.9   443.9
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   161.0   230.0   300.3   372.2   428.7   431.9   443.9
            M   12612.8 11258.6  8698.5  4877.0  1137.0   898.8    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               76.2             76.2
Deck+Haunch            72.9             72.9
Diaphragm               0.3              0.3
DL-Prec.(DC)           10.1             10.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          134.1            134.1
DL-Comp.(DW)           88.8             88.8
Live                  199.1            199.1
        Truck         117.9            117.9
        Lane           81.2             81.2
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   13.97   28.60   43.23   57.87   72.50
Self wt.  : M       0.0   140.1   177.3   769.7  1400.0  1850.2  2120.3  2210.4
(Max)       V      61.0    59.0    58.5    49.2    36.9    24.6    12.3     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    18.5    23.4   101.7   185.1   244.6   280.3   292.2
DC(Max)     V       8.1     7.8     7.7     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
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   134.1   169.7   736.5  1339.7  1770.5  2029.0  2115.2
Haunch (Max)V      58.3    56.5    56.0    47.1    35.3    23.6    11.8     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     3.5     7.2    10.8    13.1    13.1
(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    49.3    62.4   270.9   492.7   651.2   746.2   777.9
DC(Max)     V      21.5    20.8    20.6    17.3    13.0     8.7     4.3     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    27.2    34.4   149.5   271.9   359.3   411.8   429.3
DW(Max)     V      11.8    11.5    11.4     9.6     7.2     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   232.4   294.0  1259.4  2242.0  2924.4  3301.5  3339.3
            V     127.6   125.3   124.6   113.5    34.1    74.1    59.5    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   127.6   125.3   124.6   113.5    98.4    83.8    69.2    54.6
            M       0.0   232.8   294.4  1259.4  2235.8  2878.5  3181.9  3146.1
Total     : M+      0.0   602.1   762.0  3291.2  5938.5  7810.9  8902.2  9177.3
            V     288.6   281.0   279.0   243.5   131.6   139.2    91.9    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   288.6   281.0   279.0   243.5   196.0   149.0   101.7    54.6
            M       0.0   602.5   762.5  3291.2  5932.2  7765.1  8782.7  8984.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    87.13  101.77  116.40  131.03  142.03  142.66  145.00
Self wt.  : M    2120.3  1850.2  1400.0   769.7   177.3   140.1     0.0
(Max)       V      12.3    24.6    36.9    49.2    58.5    59.0    61.0
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     280.3   244.6   185.1   101.7    23.4    18.5     0.0
DC(Max)     V       1.6     3.3     4.9     6.5     7.7     7.8     8.1
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    2029.0  1770.5  1339.7   736.5   169.7   134.1     0.0
Haunch (Max)V      11.8    23.6    35.3    47.1    56.0    56.5    58.3
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      13.1    10.8     7.2     3.5     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     746.2   651.2   492.7   270.9    62.4    49.3     0.0
DC(Max)     V       4.3     8.7    13.0    17.3    20.6    20.8    21.5
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     411.8   359.3   271.9   149.5    34.4    27.2     0.0
DW(Max)     V       2.4     4.8     7.2     9.6    11.4    11.5    11.8
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+   3301.5  2924.4  2242.0  1259.4   294.0   232.4     0.0
            V      59.5    74.1    34.1   113.5   124.6   125.3   127.6
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    69.2    83.8    98.4   113.5   124.6   125.3   127.6
            M    3181.9  2878.5  2235.8  1259.4   294.4   232.8     0.0
Total     : M+   8902.2  7810.9  5938.5  3291.2   762.0   602.1     0.0
            V      91.9   139.2   131.6   243.5   279.0   281.0   288.6
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   101.7   149.0   196.0   243.5   279.0   281.0   288.6
            M    8782.7  7765.1  5932.2  3291.2   762.5   602.5     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   14.63   29.27   43.90   58.53   73.17   51.22
 
Beam-Self
Precast-top    0.176   0.786   1.389   1.807   2.055   2.141   1.951 
Bottom        -0.140  -0.619  -1.080  -1.388  -1.569  -1.635  -1.495 
 
Prestress
Precast-top    0.254  -0.158  -0.665  -1.159  -1.399  -1.399  -1.399 
Bottom         4.760   5.066   5.433   5.781   5.947   5.947   5.947 
 
Total
Precast-top    0.430   0.629   0.723   0.648   0.656   0.741   0.552 
Bottom         4.621   4.447   4.354   4.393   4.377   4.312   4.452 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.68 %)
             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   13.97   28.60   43.23   57.87   72.50
 
Prestress
Precast-top    0.069   0.219   0.200  -0.136  -0.574  -1.000  -1.208  -1.208
Bottom         0.960   4.109   4.124   4.373   4.690   4.990   5.133   5.133
 
Self wt.
Precast-top   -0.000   0.136   0.173   0.747   1.350   1.768   2.016   2.102
Bottom        -0.000  -0.108  -0.137  -0.588  -1.049  -1.358  -1.540  -1.605
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.023   0.099   0.178   0.234   0.267   0.278
Bottom        -0.000  -0.014  -0.018  -0.078  -0.139  -0.180  -0.204  -0.212
 
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   0.003   0.007   0.010   0.012   0.012
Bottom        -0.000  -0.000  -0.001  -0.003  -0.005  -0.008  -0.010  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.131   0.165   0.715   1.291   1.692   1.930   2.012
Bottom        -0.000  -0.104  -0.131  -0.562  -1.004  -1.300  -1.474  -1.536
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.016   0.069   0.125   0.164   0.187   0.195
Precast-top   -0.000   0.012   0.015   0.063   0.114   0.150   0.172   0.179
Bottom        -0.000  -0.027  -0.034  -0.145  -0.261  -0.340  -0.387  -0.404
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.009   0.038   0.069   0.091   0.103   0.108
Precast-top   -0.000   0.006   0.008   0.035   0.063   0.083   0.095   0.099
Bottom        -0.000  -0.015  -0.019  -0.080  -0.144  -0.188  -0.214  -0.223
 
LL+I(+)
Topping-top   -0.000   0.064   0.081   0.348   0.625   0.814   0.926   0.960
Precast-top   -0.000   0.058   0.074   0.317   0.571   0.745   0.848   0.879
Bottom        -0.000  -0.135  -0.170  -0.730  -1.305  -1.689  -1.916  -1.986
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.083   0.106   0.455   0.819   1.069   1.217   1.263 
Precast-top    0.069   0.581   0.658   1.843   3.000   3.682   4.132   4.353 
Bottom         0.960   3.706   3.614   2.187   0.784  -0.073  -0.610  -0.842 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.025   0.107   0.194   0.255   0.291   0.303 
Precast-top    0.069   0.523   0.584   1.525   2.429   2.937   3.283   3.473 
Bottom         0.960   3.841   3.785   2.917   2.088   1.616   1.306   1.143 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   14.63   29.27   43.90   58.53   73.17   51.22
 
Beam-Self
Precast-top    0.176   0.786   1.389   1.807   2.055   2.141   1.951 
Bottom        -0.140  -0.619  -1.080  -1.388  -1.569  -1.635  -1.495 
 
Prestress
Precast-top    0.254  -0.158  -0.665  -1.159  -1.399  -1.399  -1.399 
Bottom         4.760   5.066   5.433   5.781   5.947   5.947   5.947 
 
Total
Precast-top    0.430   0.629   0.723   0.648   0.656   0.741   0.552 
Bottom         4.621   4.447   4.354   4.393   4.377   4.312   4.452 
 
As_top  , in2  0.000   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   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.68 %)
             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   13.97   28.60   43.23   57.87   72.50
 
Prestress
Precast-top    0.069   0.219   0.200  -0.136  -0.574  -1.000  -1.208  -1.208
Bottom         0.960   4.109   4.124   4.373   4.690   4.990   5.133   5.133
 
Self wt.
Precast-top   -0.000   0.136   0.173   0.747   1.350   1.768   2.016   2.102
Bottom        -0.000  -0.108  -0.137  -0.588  -1.049  -1.358  -1.540  -1.605
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.023   0.099   0.178   0.234   0.267   0.278
Bottom        -0.000  -0.014  -0.018  -0.078  -0.139  -0.180  -0.204  -0.212
 
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   0.003   0.007   0.010   0.012   0.012
Bottom        -0.000  -0.000  -0.001  -0.003  -0.005  -0.008  -0.010  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.131   0.165   0.715   1.291   1.692   1.930   2.012
Bottom        -0.000  -0.104  -0.131  -0.562  -1.004  -1.300  -1.474  -1.536
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.016   0.069   0.125   0.164   0.187   0.195
Precast-top   -0.000   0.012   0.015   0.063   0.114   0.150   0.172   0.179
Bottom        -0.000  -0.027  -0.034  -0.145  -0.261  -0.340  -0.387  -0.404
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.009   0.038   0.069   0.091   0.103   0.108
Precast-top   -0.000   0.006   0.008   0.035   0.063   0.083   0.095   0.099
Bottom        -0.000  -0.015  -0.019  -0.080  -0.144  -0.188  -0.214  -0.223
 
LL+I(+)
Topping-top   -0.000   0.051   0.065   0.278   0.500   0.651   0.741   0.768
Precast-top   -0.000   0.047   0.059   0.254   0.457   0.596   0.679   0.703
Bottom        -0.000  -0.108  -0.136  -0.584  -1.044  -1.351  -1.533  -1.589
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.071   0.089   0.385   0.694   0.906   1.032   1.071 
Precast-top    0.069   0.569   0.643   1.779   2.886   3.533   3.962   4.177 
Bottom         0.960   3.733   3.648   2.333   1.045   0.265  -0.227  -0.445 
 

 
 
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   13.97   28.60   43.23   57.87   72.50
F_LL+I(+)
Topping-top   -0.000   0.060   0.075   0.321   0.569   0.737   0.829   0.838
Precast-top   -0.000   0.054   0.069   0.293   0.520   0.674   0.759   0.768
Bottom        -0.000  -0.126  -0.159  -0.675  -1.187  -1.528  -1.714  -1.734
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.069   0.088   0.375   0.666   0.864   0.974   0.990 
Precast-top    0.034   0.316   0.361   1.056   1.734   2.143   2.401   2.504 
Bottom         0.480   1.795   1.733   0.784  -0.143  -0.720  -1.061  -1.162 
 

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
    443.9    6.5   66.5    1.424   7.6   6.00e-3 50.0    450.2     1.631    3.840      0.00
      0.0    1.5   65.8     41.9 0.126      35.4 0.87    12.00     0.123    1.966 
Transfer:   3.00
    431.9    6.5   66.5    6.423  34.3  -0.10e-3 28.6    242.7     0.419    1.760      0.00
    898.8    6.4   63.3    189.0 0.120     202.9 5.20    24.00     0.123    2.001 
Critical:   5.88
    416.9    6.5   66.5    7.553  34.3  -0.16e-3 28.4    218.5     0.378    1.760      0.00
   1918.4    8.0   62.5    189.0 0.117     210.4 5.46    24.00     0.123    2.049 
0.1L    :  14.63
    372.2    6.5   66.5    9.548  34.3  -0.12e-3 28.6    184.5     0.335    0.620      0.00
   4877.0   13.0   60.0    189.0 0.108     194.8 5.27    24.00     0.123    1.380 
0.2L    :  29.27
    300.3    6.5   61.6   12.152  34.3  -0.04e-3 28.9    130.8     0.260    0.496      0.00
   8698.5   13.3   55.5    189.0 0.092     168.5 4.93    24.00     0.123    1.355 
0.3L    :  43.90
    230.0    6.5   64.6   12.152  34.3   0.65e-3 31.3    105.5     0.220    0.496      0.00
  11258.6   13.6   58.1    189.0 0.065     115.8 3.23    24.00     0.123    1.516 
0.4L    :  58.53
    161.0    6.5   66.0   12.152   0.0   1.19e-3 33.2     85.9     0.189    0.413      0.00
  12612.8   13.7   59.4    189.0 0.051      93.0 2.54    24.00     0.123    1.571 
0.5L    :  73.17
     94.0    6.5   66.0   12.152   0.0   1.11e-3 32.9      8.6     0.123    0.413      0.00
  12816.7   13.7   59.4    189.0 0.030      95.9 2.62    24.00     0.123    2.736 
0.6L    :  87.80
    161.0    6.5   66.0   12.152   0.0   1.19e-3 33.2     85.9     0.189    0.413      0.00
  12612.8   13.7   59.4    189.0 0.051      93.0 2.54    24.00     0.123    1.571 
0.7L    : 102.43
    230.0    6.5   64.6   12.152  34.3   0.65e-3 31.3    105.5     0.220    0.496      0.00
  11258.6   13.6   58.1    189.0 0.065     115.8 3.23    24.00     0.123    1.516 
0.8L    : 117.06
    300.3    6.5   61.6   12.152  34.3  -0.04e-3 28.9    130.8     0.260    0.496      0.00
   8698.5   13.3   55.5    189.0 0.092     168.5 4.93    24.00     0.123    1.355 
0.9L    : 131.70
    372.2    6.5   66.5    9.548  34.3  -0.12e-3 28.6    184.5     0.335    0.620      0.00
   4877.0   13.0   60.0    189.0 0.108     194.8 5.27    24.00     0.123    1.380 
Critical: 140.45
    416.9    6.5   66.5    7.553  34.3  -0.16e-3 28.4    218.5     0.378    1.760      0.00
   1918.4    8.0   62.5    189.0 0.117     210.4 5.46    24.00     0.123    2.049 
Transfer: 143.33
    431.9    6.5   66.5    6.423  34.3  -0.10e-3 28.6    242.7     0.419    1.760      0.00
    898.8    6.4   63.3    189.0 0.120     202.9 5.20    24.00     0.123    2.001 
Bearing : 145.67
    443.9    6.5   66.5    1.424   7.6   6.00e-3 50.0    450.2     1.631    3.840      0.00
      0.0    1.5   65.8     41.9 0.126      35.4 0.87    12.00     0.123    1.966 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 2382.03
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    4.76
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 5
(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
    443.9      7.50     66.52    1.46       65.79    24.00      0.300      1.749      0.000      3.840 
Transfer:      2.33
    431.9      7.58     66.52    6.41       63.32    24.00      0.300      1.777      0.000      1.760 
Critical:      5.21
    417.2      7.41     66.52    7.97       62.54    24.00      0.300      1.721      0.000      1.760 
0.1L    :     13.97
    372.2      6.89     66.52   13.01       60.02    24.00      0.300      1.547      0.000      0.620 
0.2L    :     28.60
    300.3      6.07     61.63   13.29       54.98    24.00      0.300      1.273      0.000      0.496 
0.3L    :     43.23
    230.0      4.42     64.57   13.57       57.78    24.00      0.300      0.724      0.000      0.496 
0.4L    :     57.87
    161.0      3.02     66.04   13.70       59.19    24.00      0.300      0.258      0.000      0.413 
0.5L    :     72.50
     94.0      1.76     66.04   13.70       59.19    24.00      0.300      0.000      0.000      0.413 
0.6L    :     87.13
    161.0      3.02     66.04   13.70       59.19    24.00      0.300      0.258      0.000      0.413 
0.7L    :    101.77
    230.0      4.42     64.57   13.57       57.78    24.00      0.300      0.724      0.000      0.496 
0.8L    :    116.40
    300.3      6.07     61.63   13.29       54.98    24.00      0.300      1.273      0.000      0.496 
0.9L    :    131.03
    372.2      6.89     66.52   13.01       60.02    24.00      0.300      1.547      0.000      0.620 
Critical:    139.79
    417.2      7.41     66.52    7.97       62.54    24.00      0.300      1.721      0.000      1.760 
Transfer:    142.66
    431.9      7.58     66.52    6.41       63.32    24.00      0.300      1.777      0.000      1.760 
Bearing :    145.00
    443.9      7.50     66.52    1.46       65.79    24.00      0.300      1.749      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 = 13.97 ft
Prestress      :       2.813  1.80      5.064  2.20      6.189
Self Wt.       :      -1.190  1.85     -2.201  2.40     -2.856
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          :       1.623            2.863            3.334
 
At 0.2 x L = 28.60 ft
Prestress      :       5.039  1.80      9.071  2.20     11.086
Self Wt.       :      -2.225  1.85     -4.115  2.40     -5.339
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          :       2.815            4.955            5.748
 
At 0.3 x L = 43.23 ft
Prestress      :       6.606  1.80     11.891  2.20     14.534
Self Wt.       :      -3.004  1.85     -5.557  2.40     -7.210
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          :       3.602            6.334            7.324
 
At 0.4 x L = 57.87 ft
Prestress      :       7.552  1.80     13.594  2.20     16.615
Self Wt.       :      -3.492  1.85     -6.460  2.40     -8.380
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          :       4.060            7.134            8.234
 
At 0.5 x L = 72.50 ft
Prestress      :       7.895  1.80     14.210  2.20     17.368
Self Wt.       :      -3.667  1.85     -6.783  2.40     -8.800
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          :       4.228            7.427            8.568
 
At 0.6 x L = 87.13 ft
Prestress      :       7.552  1.80     13.594  2.20     16.615
Self Wt.       :      -3.492  1.85     -6.460  2.40     -8.380
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          :       4.060            7.134            8.234
 
At 0.7 x L = 101.77 ft
Prestress      :       6.606  1.80     11.891  2.20     14.534
Self Wt.       :      -3.004  1.85     -5.557  2.40     -7.210
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          :       3.602            6.334            7.324
 
At 0.8 x L = 116.40 ft
Prestress      :       5.039  1.80      9.071  2.20     11.086
Self Wt.       :      -2.225  1.85     -4.115  2.40     -5.339
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          :       2.815            4.955            5.748
 
At 0.9 x L = 131.03 ft
Prestress      :       2.813  1.80      5.064  2.20      6.189
Self Wt.       :      -1.190  1.85     -2.201  2.40     -2.856
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          :       1.623            2.863            3.334
 

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
   904.7    56.4  8.174  259.9    7.5   6.41   9408.8  0.025T 1.00       -       -     -     -  
H/2     :   2.97
  1145.1    56.5  8.485  259.5    7.8   6.64   9755.4  0.024T 1.00       -       -     -     -  
0.1L    :  13.97
  4961.9    58.7 12.152  250.3   15.3  13.01  13658.6  0.011T 1.00  10442.7  6599.4    1.31    -  
0.2L    :  28.60
  9000.9    61.6 12.152  250.8   15.6  13.29  14429.2  0.010T 1.00  10703.1 10703.1    1.35    -  
0.3L    :  43.23
 11853.6    64.6 12.152  251.3   16.0  13.57  15201.3  0.010T 1.00  11137.4 11137.4    1.36    -  
0.4L    :  57.87
 13561.6    66.0 12.152  251.5   16.1  13.70  15587.9  0.010T 1.00  11322.9 11322.9    1.38    -  
0.5L    :  72.50
 14098.5    66.0 12.152  251.5   16.1  13.70  15587.9  0.010T 1.00  11247.9 11247.9    1.39    -  
0.6L    :  87.13
 13561.6    66.0 12.152  251.5   16.1  13.70  15587.9  0.010T 1.00  11322.9 11322.9    1.38    -  
0.7L    : 101.77
 11853.6    64.6 12.152  251.3   16.0  13.57  15201.3  0.010T 1.00  11137.4 11137.4    1.36    -  
0.8L    : 116.40
  9000.9    61.6 12.152  250.8   15.6  13.29  14429.2  0.010T 1.00  10703.1 10703.1    1.35    -  
0.9L    : 131.03
  4961.9    58.7 12.152  250.3   15.3  13.01  13658.6  0.011T 1.00  10442.7  6599.4    1.31    -  
H/2     : 142.03
  1145.1    56.5  8.485  259.5    7.8   6.64   9755.4  0.024T 1.00       -       -     -     -  
Transfer: 142.66
   904.7    56.4  8.174  259.9    7.5   6.41   9408.8  0.025T 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 1-28; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.096
        M   2.00 Fb     0.101
 
  2   2 E  60.00 Ft     0.398
        M  12.00 Fb     0.039
 
  3   2 E  58.00 Ft     0.685
        M  10.00 Fb    -0.012
 
  4   2 E  56.00 Ft     0.959
        M   8.00 Fb    -0.052
 
  5   2 E  54.00 Ft     1.218
        M   6.00 Fb    -0.081
 
  6   2 E  52.00 Ft     1.464
        M   4.00 Fb    -0.099
 
  7   2 E  50.00 Ft     1.696
        M   2.00 Fb    -0.106
 
  8   2 E   8.00 Ft     1.658
        M   8.00 Fb     0.101
 
  9   2 E   8.00 Ft     1.619
        M   8.00 Fb     0.309
 
 10   2 E   8.00 Ft     1.581
        M   8.00 Fb     0.517
 
 11   2 E   8.00 Ft     1.542
        M   8.00 Fb     0.725
 
 12   2 E   6.00 Ft     1.490
        M   6.00 Fb     0.944
 
 13   2 E   6.00 Ft     1.437
        M   6.00 Fb     1.163
 
 14   2 E   6.00 Ft     1.385
        M   6.00 Fb     1.381
 
 15   2 E   6.00 Ft     1.333
        M   6.00 Fb     1.600
 
 16   2 E   6.00 Ft     1.280
        M   6.00 Fb     1.819
 
 17   2 E   6.00 Ft     1.228
        M   6.00 Fb     2.038
 
 18   2 E   4.00 Ft     1.162
        M   4.00 Fb     2.268
 
 19   2 E   4.00 Ft     1.095
        M   4.00 Fb     2.497
 
 20   2 E   4.00 Ft     1.029
        M   4.00 Fb     2.727
 
 21   2 E   4.00 Ft     0.963
        M   4.00 Fb     2.957
 
 22   2 E   4.00 Ft     0.897
        M   4.00 Fb     3.187
 
 23   2 E   4.00 Ft     0.831
        M   4.00 Fb     3.417
 
 24   2 E   2.00 Ft     0.751
        M   2.00 Fb     3.657
 
 25   2 E   2.00 Ft     0.670
        M   2.00 Fb     3.898
 
 26   2 E   2.00 Ft     0.590
        M   2.00 Fb     4.139
 
 27   2 E   2.00 Ft     0.510
        M   2.00 Fb     4.380
 
 28   2 E   2.00 Ft     0.430
        M   2.00 Fb     4.620
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 146.33            Release Length, ft: 146.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  56
No. of strands, Draped:  12           No. of strands, Straight:  44
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.0 ksi  f'ct   4.0 ksi
Initial losses:  9.74 %               Final losses: 14.63 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.621     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.430       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)                 15587.94    14098.46     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               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:   2.400   1.263     Midspan    1.800   0.303     Midspan
    Pre.Top:   5.400   4.353     Midspan    4.050   3.473     Midspan
    Pre.Bot:   5.400   3.706    Transfer    4.050   3.841    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.570   0.069     Bearing
    Pre.Bot:  -0.570  -0.445     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.600   2.504     Midspan
    Pre.Bot:                                                             3.600   1.795    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  72.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.895  1.80     14.210  2.20     17.368
Self Wt.       :      -3.667  1.85     -6.783  2.40     -8.800
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          :       4.228            7.427            8.568
 
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

