 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTE105 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 105 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) One steel diaphragm of 0.5 kips is at the center of span.
                     (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 7 feet and 12 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 5 ksi and 6 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_cac0.tmp\BTE105-0_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 =   4982053.00
 
SPAN DATA
---------
Precast length    , ft =    106.330
Bearing-to-bearing, ft =    105.000
Release span      , ft =    106.330
 
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      =      6.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4877.010        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      5.000 
Eci ,ksi      =   4592.230
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  105.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052  105.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076  105.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  105.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087  105.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  105.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087  105.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  105.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087  105.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  105.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076  105.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   52.500
   1    2        0.500   52.500
   1    3        0.500   52.500
   1    4        0.500   52.500
   1    5        0.250   52.500
 
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  105.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  105.00   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    0.055     0.045 OK     
 
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              5.00 ksi 
  Elasticity          4592.2 ksi 
  Max comp              3.25 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.54 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      6.00 ksi    4.00 ksi 
  Elasticity 4877.01 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.60 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.70 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    2.40 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.47 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    5.00        6.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    5.00        6.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 28 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 37.22 ft from member end )
 
END PATTERN (Ycg = 11.57 in):
 
  12 @  2.000 in 4 @  4.000 in 8 @  6.000 in 2 @ 58.000 in 
  2 @ 60.000 in                                            
 
MID PATTERN (Ycg = 3.57 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  2.000 in 4 @  4.000 in 8 @  6.000 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    6.00   0.1250   0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00   0.6250   1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00   1.1250   6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.6250   7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   7.1670  11.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.6670  20.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  20.6670  30.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  30.6670  75.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  75.6631  85.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  85.6631  94.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00  94.6631  99.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50  99.1631  99.7051 Yes       
       2 US#6[M19]  60.0  0.88    6.00  99.7051 105.2051 Yes       
       2 US#6[M19]  60.0  0.88    6.00 105.2051 105.7051 No        
       2 US#6[M19]  60.0  0.88    6.00 105.7051 106.2051 Yes       
       2 US#6[M19]  60.0  0.88    1.50 106.2051 106.3301 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)  (ft)    (ft)      (in)    
------------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 105.3300       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:
 28 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 37.22 ft from member end )
 
END PATTERN (Ycg = 11.57 in):
 
  12 @  2.000 in 4 @  4.000 in 8 @  6.000 in 2 @ 58.000 in 
  2 @ 60.000 in                                            
 
MID PATTERN (Ycg = 3.57 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  2.000 in 4 @  4.000 in 8 @  6.000 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    6.00   0.1250   0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00   0.6250   1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00   1.1250   6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.6250   7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   7.1670  11.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.6670  20.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  20.6670  30.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  30.6670  75.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  75.6631  85.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  85.6631  94.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00  94.6631  99.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50  99.1631  99.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00  99.7050 105.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 105.2050 105.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 105.7050 106.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 106.2050 106.3300 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 106.3300       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:
 28 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 37.22 ft from member end )
 
END PATTERN (Ycg = 11.57 in):
 
  12 @  2.000 in 4 @  4.000 in 8 @  6.000 in 2 @ 58.000 in 
  2 @ 60.000 in                                            
 
MID PATTERN (Ycg = 3.57 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  2.000 in 4 @  4.000 in 8 @  6.000 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    6.00   0.1250   0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00   0.6250   1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00   1.1250   6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.6250   7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   7.1670  11.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.6670  20.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  20.6670  30.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  30.6670  75.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  75.6631  85.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  85.6631  94.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00  94.6631  99.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50  99.1631  99.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00  99.7050 105.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 105.2050 105.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 105.7050 106.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 106.2050 106.3300 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 105.3300       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:
 28 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 37.22 ft from member end )
 
END PATTERN (Ycg = 11.57 in):
 
  12 @  2.000 in 4 @  4.000 in 8 @  6.000 in 2 @ 58.000 in 
  2 @ 60.000 in                                            
 
MID PATTERN (Ycg = 3.57 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  2.000 in 4 @  4.000 in 8 @  6.000 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    6.00   0.1250   0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00   0.6250   1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00   1.1250   6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.6250   7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   7.1670  11.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.6670  20.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  20.6670  30.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  30.6670  75.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  75.6631  85.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  85.6631  94.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00  94.6631  99.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50  99.1631  99.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00  99.7050 105.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 105.2050 105.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 105.7050 106.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 106.2050 106.3300 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 105.3300       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:
 28 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 37.22 ft from member end )
 
END PATTERN (Ycg = 11.57 in):
 
  12 @  2.000 in 4 @  4.000 in 8 @  6.000 in 2 @ 58.000 in 
  2 @ 60.000 in                                            
 
MID PATTERN (Ycg = 3.57 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  2.000 in 4 @  4.000 in 8 @  6.000 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    6.00   0.1250   0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00   0.6250   1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00   1.1250   6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.6250   7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   7.1670  11.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.6670  20.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  20.6670  30.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  30.6670  75.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  75.6631  85.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  85.6631  94.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00  94.6631  99.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50  99.1631  99.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00  99.7050 105.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 105.2050 105.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 105.7050 106.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 106.2050 106.3300 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 105.3300       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  105.00
     DC  Line       0.052      0.00       0.052  105.00
     DC  Line       0.076      0.00       0.076  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.330 ft
Release length = 106.330 ft
Design  length = 105.000 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)  : 0.738   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.904   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.996   (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           1483.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           972635 in4#
Ht. of c.g.           =        28.75 in             46.31 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 = 0.8748

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     9.97    20.60    31.23    41.87    52.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    814.4    839.0    839.0    839.0    839.0    839.0    839.0    839.0
  Yb      ,  in    28.60    28.08    28.07    28.02    27.93    27.84    27.80    27.80
  MI(Ixx) , in4   424876   432460   432608   434322   437190   440376   442088   442088
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1489.8   1512.7   1512.7   1512.7   1512.7   1512.7   1512.7   1512.7
  Yb      ,  in    46.16    45.62    45.62    45.59    45.54    45.50    45.48    45.48
  MI(Ixx) , in4   980538  1008762  1009041  1012191  1017226  1022562  1025343  1025343

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 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           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  28 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 37.22 ft from member end )
END PATTERN (Ycg = 11.57 in):
    12 @  2.000 in     4 @  4.000 in     8 @  6.000 in     2 @ 58.000 in
     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.57 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  2.000 in     4 @  4.000 in     8 @  6.000 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     =    6.08 in2      Initial Pull          =     1191.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.958 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.947 ft
Holddown Force        =  21.170 kips     Beam Shrtng (PL/AE)   =      0.394 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)       
--------------------------------------------------------------------------------------
      2979.572         740 2204.883     22.081 89428.156  1400.867     666.732        
 
 
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       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     11.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.6670     20.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.6670     30.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      30.6670     75.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      75.6631     85.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      85.6631     94.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00      94.6631     99.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      99.1631     99.7051    Yes
      2      US#6[M19]       60.00        0.88       6.00      99.7051    105.2051    Yes
      2      US#6[M19]       60.00        0.88       6.00     105.2051    105.7051     No
      2      US#6[M19]       60.00        0.88       6.00     105.7051    106.2051    Yes
      2      US#6[M19]       60.00        0.88       1.50     106.2051    106.3301     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)  (ft)    (ft)      (in)    
------------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 105.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.0760 in2       Ycg =  3.57 in
         P_init    =     1191.0 kips  Ecc = 25.18 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.68 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.044 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.15 ksi    0.00 ksi
    due to Composite Loads                                 -1.81 ksi    0.00 ksi
    due to Live Loads                                      -5.55 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                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.29 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.68 ksi  ( 6.47 %)            12.18 ksi ( 6.21 %)
Total Prestress Losses                                    24.86 ksi (12.68 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.2 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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   100.8   127.4   398.4   731.2   968.9  1111.5  1159.1
(Max)       V      44.2    42.2    41.7    35.8    26.8    17.9     8.9     0.0
DL-Prec.  : M       0.0    19.6    24.7    77.3   141.9   188.0   215.6   224.9
DC(Max)     V       8.6     8.2     8.1     6.9     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    96.5   121.9   381.2   699.7   927.2  1063.6  1109.1
Haunch (Max)V      42.3    40.4    39.9    34.2    25.7    17.1     8.6     0.0
Diaphragm : M       0.0     0.3     0.4     1.2     2.6     3.9     5.2     6.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    35.5    44.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.7    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    24.7    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.1     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   219.3   277.0   861.9  1567.5  2052.2  2340.6  2418.8
            V     120.4   116.6   115.6   104.5    88.2    71.8    49.2    32.9
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   120.4   116.6   115.6   104.5    89.2    74.7    60.8    47.6
            M       0.0   226.7   285.6   861.9  1476.8  1873.7  2044.6  2006.4
Total     : M+      0.0   491.5   620.9  1937.6  3542.1  4669.3  5343.7  5551.4
            V     239.6   230.6   228.1   201.1   160.6   120.2    73.4    33.0
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   239.6   230.6   228.1   201.1   161.7   123.1    85.0    47.7
            M       0.0   498.9   629.5  1937.6  3451.3  4490.8  5047.7  5139.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.03  102.67  105.00
Self wt.  : M    1111.5   968.9   731.2   398.4   127.4   100.8     0.0
(Max)       V       8.9    17.9    26.8    35.8    41.7    42.2    44.2
DL-Prec.  : M     215.6   188.0   141.9    77.3    24.7    19.6     0.0
DC(Max)     V       1.7     3.5     5.2     6.9     8.1     8.2     8.6
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
Deck +    : M    1063.6   927.2   699.7   381.2   121.9    96.5     0.0
Haunch (Max)V       8.6    17.1    25.7    34.2    39.9    40.4    42.3
Diaphragm : M       5.2     3.9     2.6     1.2     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     391.2   341.0   257.3   140.2    44.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.7    14.8    15.5
DL-Comp   : M     215.9   188.2   142.0    77.4    24.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.1     8.2     8.6
LL + I    : M+   2340.6  2052.2  1567.5   861.9   277.0   219.3     0.0
            V      49.2    71.8    88.2   104.5   115.6   116.6   120.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    60.8    74.7    89.2   104.5   115.6   116.6   120.4
            M    2044.6  1873.7  1476.8   861.9   285.6   226.7    -0.0
Total     : M+   5343.7  4669.3  3542.1  1937.6   620.9   491.5     0.0
            V      73.4   120.2   160.6   201.1   228.1   230.6   239.6
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    85.0   123.1   161.7   201.1   228.1   230.6   239.6
            M    5047.7  4490.8  3451.3  1937.6   629.5   498.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               44.2             44.2
Deck+Haunch            42.3             42.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            8.6              8.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.7             77.7
DL-Comp.(DW)           42.9             42.9
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   100.8   127.4   398.4   731.2   968.9  1111.5  1159.1
(Max)       V      44.2    42.2    41.7    35.8    26.8    17.9     8.9     0.0
DL-Prec.  : M       0.0    19.6    24.7    77.3   141.9   188.0   215.6   224.9
DC(Max)     V       8.6     8.2     8.1     6.9     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    96.5   121.9   381.2   699.7   927.2  1063.6  1109.1
Haunch (Max)V      42.3    40.4    39.9    34.2    25.7    17.1     8.6     0.0
Diaphragm : M       0.0     0.3     0.4     1.2     2.6     3.9     5.2     6.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    35.5    44.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.7    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    24.7    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.1     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   175.5   221.6   689.6  1254.0  1641.8  1872.5  1935.0
            V      96.3    93.3    92.5    83.6    70.5    57.5    39.3    26.3
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    96.3    93.3    92.5    83.6    71.4    59.8    48.6    38.1
            M       0.0   181.4   228.5   689.6  1181.4  1499.0  1635.6  1605.1
Total     : M+      0.0   447.6   565.5  1765.2  3228.6  4258.8  4875.6  5067.7
            V     215.5   207.2   205.0   180.2   143.0   105.8    63.6    26.4
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   215.5   207.2   205.0   180.2   143.9   108.1    72.9    38.2
            M       0.0   453.5   572.4  1765.2  3156.0  4116.1  4638.7  4737.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.03  102.67  105.00
Self wt.  : M    1111.5   968.9   731.2   398.4   127.4   100.8     0.0
(Max)       V       8.9    17.9    26.8    35.8    41.7    42.2    44.2
DL-Prec.  : M     215.6   188.0   141.9    77.3    24.7    19.6     0.0
DC(Max)     V       1.7     3.5     5.2     6.9     8.1     8.2     8.6
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
Deck +    : M    1063.6   927.2   699.7   381.2   121.9    96.5     0.0
Haunch (Max)V       8.6    17.1    25.7    34.2    39.9    40.4    42.3
Diaphragm : M       5.2     3.9     2.6     1.2     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     391.2   341.0   257.3   140.2    44.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.7    14.8    15.5
DL-Comp   : M     215.9   188.2   142.0    77.4    24.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.1     8.2     8.6
LL + I    : M+   1872.5  1641.8  1254.0   689.5   221.6   175.5     0.0
            V      39.3    57.5    70.5    83.6    92.5    93.3    96.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    48.6    59.8    71.4    83.6    92.5    93.3    96.3
            M    1635.6  1499.0  1181.4   689.5   228.5   181.4    -0.0
Total     : M+   4875.6  4258.8  3228.6  1765.2   565.5   447.6     0.0
            V      63.6   105.8   143.0   180.2   205.0   207.2   215.5
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    72.9   108.1   143.9   180.2   205.0   207.2   215.5
            M    4638.7  4116.1  3156.0  1765.2   572.4   453.5    -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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   126.0   159.2   497.9   914.0  1211.1  1389.4  1448.8
(Max)       V      55.2    52.7    52.1    44.7    33.5    22.4    11.2     0.0
Self wt.  : M       0.0    90.7   114.6   358.5   658.0   872.0  1000.4  1043.2
(Min)       V      39.7    38.0    37.5    32.2    24.1    16.1     8.0     0.0
DL-Prec.  : M       0.0    24.4    30.9    96.6   177.3   235.0   269.6   281.1
DC(Max)     V      10.7    10.2    10.1     8.7     6.5     4.3     2.2     0.0
DL-Prec.  : M       0.0    17.6    22.2    69.6   127.7   169.2   194.1   202.4
DC(Min)     V       7.7     7.4     7.3     6.2     4.7     3.1     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   120.6   152.4   476.5   874.6  1158.9  1329.6  1386.4
Haunch (Max)V      52.8    50.5    49.8    42.8    32.1    21.4    10.7     0.0
Deck +    : M       0.0    86.8   109.7   343.1   629.7   834.4   957.3   998.2
Haunch (Min)V      38.0    36.3    35.9    30.8    23.1    15.4     7.7     0.0
Diaphragm : M       0.0     0.4     0.5     1.6     3.2     4.9     6.5     8.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.1     2.3     3.5     4.7     5.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    44.3    56.0   175.2   321.7   426.2   489.0   509.9
DC(Max)     V      19.4    18.6    18.3    15.7    11.8     7.9     3.9     0.0
DL-Comp   : M       0.0    31.9    40.3   126.2   231.6   306.9   352.1   367.1
DC(Min)     V      14.0    13.4    13.2    11.3     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    29.4    37.1   116.0   213.0   282.2   323.8   337.6
DW(Max)     V      12.9    12.3    12.1    10.4     7.8     5.2     2.6     0.0
DL-Comp   : M       0.0    12.7    16.1    50.3    92.3   122.3   140.3   146.3
DW(Min)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   383.8   484.8  1508.4  2743.1  3591.3  4096.1  4232.8
            V     210.7   204.1   202.4   182.8   154.3   125.7    86.0    57.5
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   210.7   204.1   202.4   182.8   156.2   130.7   106.4    83.3
            M       0.0   396.7   499.8  1508.4  2584.3  3279.0  3578.0  3511.1
Total     : M+      0.0   728.9   920.8  2872.3  5246.8  6909.7  7903.9  8204.9
            V     361.8   348.6   345.0   305.3   246.2   187.1   116.8    57.7
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   361.8   348.6   345.0   305.3   248.1   192.0   137.1    83.4
            M       0.0   741.8   935.9  2872.3  5088.1  6597.4  7385.8  7483.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.03  102.67  105.00
Self wt.  : M    1389.4  1211.1   914.0   497.9   159.2   126.0     0.0
(Max)       V      11.2    22.4    33.5    44.7    52.1    52.7    55.2
Self wt.  : M    1000.4   872.0   658.0   358.5   114.6    90.7     0.0
(Min)       V       8.0    16.1    24.1    32.2    37.5    38.0    39.7
DL-Prec.  : M     269.6   235.0   177.3    96.6    30.9    24.4     0.0
DC(Max)     V       2.2     4.3     6.5     8.7    10.1    10.2    10.7
DL-Prec.  : M     194.1   169.2   127.7    69.6    22.2    17.6     0.0
DC(Min)     V       1.6     3.1     4.7     6.2     7.3     7.4     7.7
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    1329.6  1158.9   874.6   476.5   152.4   120.6     0.0
Haunch (Max)V      10.7    21.4    32.1    42.8    49.8    50.5    52.8
Deck +    : M     957.3   834.4   629.7   343.1   109.7    86.8     0.0
Haunch (Min)V       7.7    15.4    23.1    30.8    35.9    36.3    38.0
Diaphragm : M       6.5     4.9     3.2     1.6     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.7     3.5     2.3     1.1     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     489.0   426.2   321.7   175.2    56.0    44.3     0.0
DC(Max)     V       3.9     7.9    11.8    15.7    18.3    18.6    19.4
DL-Comp   : M     352.1   306.9   231.6   126.2    40.3    31.9     0.0
DC(Min)     V       2.8     5.7     8.5    11.3    13.2    13.4    14.0
DL-Comp   : M     323.8   282.2   213.0   116.0    37.1    29.4     0.0
DW(Max)     V       2.6     5.2     7.8    10.4    12.1    12.3    12.9
DL-Comp   : M     140.3   122.3    92.3    50.3    16.1    12.7     0.0
DW(Min)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   4096.1  3591.3  2743.1  1508.4   484.8   383.8     0.0
            V      86.0   125.7   154.3   182.8   202.4   204.1   210.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   106.4   130.7   156.2   182.8   202.4   204.1   210.7
            M    3578.0  3279.0  2584.3  1508.4   499.8   396.7    -0.0
Total     : M+   7903.9  6909.7  5246.8  2872.3   920.8   728.9     0.0
            V     116.8   187.1   246.2   305.3   345.0   348.6   361.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   137.1   192.0   248.1   305.3   345.0   348.6   361.8
            M    7385.8  6597.4  5088.1  2872.3   935.9   741.8    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               55.2             55.2
Deck+Haunch            52.8             52.8
Diaphragm               0.2              0.2
DL-Prec.(DC)           10.7             10.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           97.1             97.1
DL-Comp.(DW)           64.3             64.3
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   100.8   127.4   398.4   731.2   968.9  1111.5  1159.1
(Max)       V      44.2    42.2    41.7    35.8    26.8    17.9     8.9     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    19.6    24.7    77.3   141.9   188.0   215.6   224.9
DC(Max)     V       8.6     8.2     8.1     6.9     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    96.5   121.9   381.2   699.7   927.2  1063.6  1109.1
Haunch (Max)V      42.3    40.4    39.9    34.2    25.7    17.1     8.6     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     0.3     0.4     1.2     2.6     3.9     5.2     6.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
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    35.5    44.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.7    12.6     9.4     6.3     3.1     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    19.6    24.7    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.1     6.9     5.2     3.5     1.7     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   216.1   272.7   839.5  1496.1  1951.5  2189.1  2180.1
            V     119.3   115.9   115.0   104.8    90.4    68.8    54.4    39.9
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   119.3   115.9   115.0   104.8    90.4    76.0    61.6    47.1
            M       0.0   216.1   272.7   839.5  1496.1  1906.2  2069.8  1986.8
Total     : M+      0.0   488.3   616.6  1915.1  3470.7  4568.6  5192.2  5312.7
            V     238.5   229.8   227.5   201.5   162.9   117.2    78.6    40.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   238.5   229.8   227.5   201.5   162.9   124.3    85.8    47.2
            M       0.0   488.3   616.6  1915.1  3470.7  4523.3  5072.9  5119.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.03  102.67  105.00
Self wt.  : M    1111.5   968.9   731.2   398.4   127.4   100.8     0.0
(Max)       V       8.9    17.9    26.8    35.8    41.7    42.2    44.2
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     215.6   188.0   141.9    77.3    24.7    19.6     0.0
DC(Max)     V       1.7     3.5     5.2     6.9     8.1     8.2     8.6
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    1063.6   927.2   699.7   381.2   121.9    96.5     0.0
Haunch (Max)V       8.6    17.1    25.7    34.2    39.9    40.4    42.3
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       5.2     3.9     2.6     1.2     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
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     391.2   341.0   257.3   140.2    44.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.7    14.8    15.5
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     215.9   188.2   142.0    77.4    24.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.1     8.2     8.6
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+   2189.1  1951.5  1496.1   839.5   272.7   216.1     0.0
            V      54.4    68.8    90.4   104.8   115.0   115.9   119.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.6    76.0    90.4   104.8   115.0   115.9   119.3
            M    2069.8  1906.2  1496.1   839.5   272.7   216.1     0.0
Total     : M+   5192.2  4568.6  3470.7  1915.1   616.6   488.3     0.0
            V      78.6   117.2   162.9   201.5   227.5   229.8   238.5
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    85.8   124.3   162.9   201.5   227.5   229.8   238.5
            M    5072.9  4523.3  3470.7  1915.1   616.6   488.3     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   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.126   0.414   0.732   0.956   1.090   1.136   1.034 
Bottom        -0.102  -0.331  -0.583  -0.758  -0.861  -0.897  -0.818 
 
Prestress
Precast-top   -0.230  -0.377  -0.580  -0.780  -0.878  -0.878  -0.878 
Bottom         2.746   2.859   3.012   3.161   3.234   3.234   3.234 
 
Total
Precast-top   -0.104   0.036   0.152   0.177   0.212   0.258   0.156 
Bottom         2.644   2.527   2.429   2.404   2.373   2.337   2.416 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.60 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.037  -0.201  -0.212  -0.330  -0.507  -0.681  -0.768  -0.768
Bottom         0.550   2.400   2.408   2.498   2.633   2.763   2.827   2.827
 
Self wt.
Precast-top   -0.000   0.098   0.123   0.385   0.704   0.928   1.062   1.107
Bottom        -0.000  -0.079  -0.099  -0.308  -0.561  -0.735  -0.839  -0.875
 
DL-Prec (DC)
Precast-top   -0.000   0.019   0.024   0.075   0.137   0.180   0.206   0.215
Bottom        -0.000  -0.015  -0.019  -0.060  -0.109  -0.143  -0.163  -0.170
 
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   0.000   0.000   0.001   0.002   0.004   0.005   0.006
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.093   0.118   0.368   0.674   0.888   1.016   1.060
Bottom        -0.000  -0.075  -0.095  -0.295  -0.536  -0.703  -0.803  -0.837
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.012   0.037   0.068   0.090   0.103   0.108
Precast-top   -0.000   0.007   0.009   0.029   0.053   0.070   0.080   0.084
Bottom        -0.000  -0.019  -0.024  -0.076  -0.138  -0.182  -0.208  -0.217
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.007   0.021   0.038   0.050   0.057   0.059
Precast-top   -0.000   0.004   0.005   0.016   0.029   0.039   0.044   0.046
Bottom        -0.000  -0.011  -0.013  -0.042  -0.076  -0.100  -0.115  -0.120
 
LL+I(+)
Topping-top   -0.000   0.058   0.074   0.229   0.416   0.542   0.618   0.638
Precast-top   -0.000   0.045   0.057   0.178   0.323   0.421   0.480   0.496
Bottom        -0.000  -0.119  -0.150  -0.466  -0.842  -1.096  -1.246  -1.287
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.073   0.092   0.287   0.522   0.682   0.778   0.805 
Precast-top   -0.037   0.066   0.126   0.722   1.414   1.849   2.126   2.247 
Bottom         0.550   2.082   2.007   1.251   0.368  -0.199  -0.550  -0.684 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.019   0.058   0.106   0.140   0.160   0.167 
Precast-top   -0.037   0.021   0.068   0.544   1.092   1.427   1.646   1.751 
Bottom         0.550   2.201   2.157   1.717   1.210   0.896   0.696   0.604 
 

 
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   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.126   0.414   0.732   0.956   1.090   1.136   1.034 
Bottom        -0.102  -0.331  -0.583  -0.758  -0.861  -0.897  -0.818 
 
Prestress
Precast-top   -0.230  -0.377  -0.580  -0.780  -0.878  -0.878  -0.878 
Bottom         2.746   2.859   3.012   3.161   3.234   3.234   3.234 
 
Total
Precast-top   -0.104   0.036   0.152   0.177   0.212   0.258   0.156 
Bottom         2.644   2.527   2.429   2.404   2.373   2.337   2.416 
 
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 = 12.60 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.037  -0.201  -0.212  -0.330  -0.507  -0.681  -0.768  -0.768
Bottom         0.550   2.400   2.408   2.498   2.633   2.763   2.827   2.827
 
Self wt.
Precast-top   -0.000   0.098   0.123   0.385   0.704   0.928   1.062   1.107
Bottom        -0.000  -0.079  -0.099  -0.308  -0.561  -0.735  -0.839  -0.875
 
DL-Prec (DC)
Precast-top   -0.000   0.019   0.024   0.075   0.137   0.180   0.206   0.215
Bottom        -0.000  -0.015  -0.019  -0.060  -0.109  -0.143  -0.163  -0.170
 
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   0.000   0.000   0.001   0.002   0.004   0.005   0.006
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.093   0.118   0.368   0.674   0.888   1.016   1.060
Bottom        -0.000  -0.075  -0.095  -0.295  -0.536  -0.703  -0.803  -0.837
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.012   0.037   0.068   0.090   0.103   0.108
Precast-top   -0.000   0.007   0.009   0.029   0.053   0.070   0.080   0.084
Bottom        -0.000  -0.019  -0.024  -0.076  -0.138  -0.182  -0.208  -0.217
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.007   0.021   0.038   0.050   0.057   0.059
Precast-top   -0.000   0.004   0.005   0.016   0.029   0.039   0.044   0.046
Bottom        -0.000  -0.011  -0.013  -0.042  -0.076  -0.100  -0.115  -0.120
 
LL+I(+)
Topping-top   -0.000   0.047   0.059   0.184   0.333   0.434   0.494   0.511
Precast-top   -0.000   0.036   0.046   0.142   0.258   0.337   0.384   0.397
Bottom        -0.000  -0.095  -0.120  -0.373  -0.674  -0.877  -0.997  -1.030
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.061   0.078   0.241   0.439   0.574   0.654   0.678 
Precast-top   -0.037   0.057   0.114   0.687   1.350   1.765   2.030   2.147 
Bottom         0.550   2.106   2.037   1.344   0.537   0.020  -0.301  -0.426 
 

 
 
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    9.97   20.60   31.23   41.87   52.50
F_LL+I(+)
Topping-top   -0.000   0.058   0.073   0.223   0.397   0.516   0.578   0.575
Precast-top   -0.000   0.045   0.056   0.173   0.308   0.401   0.449   0.447
Bottom        -0.000  -0.117  -0.148  -0.454  -0.804  -1.042  -1.165  -1.160
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.065   0.082   0.252   0.450   0.586   0.658   0.659 
Precast-top   -0.019   0.055   0.091   0.446   0.854   1.115   1.272   1.322 
Bottom         0.275   0.983   0.930   0.405  -0.199  -0.594  -0.817  -0.858 
 

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
    361.8    6.5   67.6    0.750   4.1   6.00e-3 50.0    368.4     1.306    1.760      0.00
      0.0    0.7   67.2     41.9 0.152      29.5 0.87    12.00     0.101    1.318 
Transfer:   3.00
    348.6    6.5   67.6    3.384  18.5   0.21e-3 29.7    231.3     0.401    1.760      0.00
    741.8    3.2   66.0    189.0 0.143     137.5 4.14    12.00     0.101    1.709 
Critical:   6.14
    330.7    6.5   67.6    4.028  18.5  -0.04e-3 28.9    185.7     0.312    1.760      0.00
   1634.9    3.7   65.7    189.0 0.136     163.2 4.94    12.00     0.101    1.794 
0.1L    :  10.63
    305.3    6.5   67.6    4.938  18.5  -0.03e-3 28.9    159.2     0.269    0.827      0.00
   2872.3    4.6   65.3    189.0 0.126     161.6 4.92    12.00     0.101    1.931 
0.2L    :  21.27
    248.1    6.5   64.2    6.076  18.5   0.40e-3 30.4    142.0     0.269    0.496      0.00
   5088.1    4.8   61.8    189.0 0.107     115.2 3.70    24.00     0.101    1.434 
0.3L    :  31.90
    192.0    6.5   66.5    6.076  18.5   1.50e-3 34.3    122.0     0.259    0.413      0.00
   6597.4    4.8   64.1    189.0 0.078      72.9 2.26    24.00     0.101    1.340 
0.4L    :  42.53
    137.1    6.5   67.7    6.076   0.0   2.00e-3 36.0     89.4     0.199    0.413      0.00
   7385.8    4.8   65.3    189.0 0.060      63.0 1.92    24.00     0.101    1.631 
0.5L    :  53.17
     83.4    6.5   67.7    6.076   0.0   1.80e-3 35.3     25.5     0.101    0.413      0.00
   7483.2    4.8   65.3    189.0 0.036      67.2 2.05    24.00     0.101    2.781 
0.6L    :  63.80
    137.1    6.5   67.7    6.076   0.0   2.00e-3 36.0     89.4     0.199    0.413      0.00
   7385.8    4.8   65.3    189.0 0.060      63.0 1.92    24.00     0.101    1.631 
0.7L    :  74.43
    192.0    6.5   66.5    6.076  18.5   1.50e-3 34.3    122.0     0.259    0.413      0.00
   6597.4    4.8   64.1    189.0 0.078      72.9 2.26    24.00     0.101    1.340 
0.8L    :  85.06
    248.1    6.5   64.2    6.076  18.5   0.40e-3 30.4    142.0     0.269    0.496      0.00
   5088.1    4.8   61.8    189.0 0.107     115.2 3.70    24.00     0.101    1.434 
0.9L    :  95.70
    305.3    6.5   67.6    4.938  18.5  -0.03e-3 28.9    159.2     0.269    0.827      0.00
   2872.3    4.6   65.3    189.0 0.126     161.6 4.92    12.00     0.101    1.931 
Critical: 100.19
    330.7    6.5   67.6    4.028  18.5  -0.04e-3 28.9    185.7     0.312    1.760      0.00
   1634.9    3.7   65.7    189.0 0.136     163.2 4.94    12.00     0.101    1.794 
Transfer: 103.33
    348.6    6.5   67.6    3.384  18.5   0.21e-3 29.7    231.3     0.401    1.760      0.00
    741.8    3.2   66.0    189.0 0.143     137.5 4.14    12.00     0.101    1.709 
Bearing : 105.67
    361.8    6.5   67.6    0.750   4.1   6.00e-3 50.0    368.4     1.306    1.760      0.00
      0.0    0.7   67.2     41.9 0.152      29.5 0.87    12.00     0.101    1.318 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1191.02
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.38
 
 
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
    361.8      5.98     67.58    0.71       67.23    24.00      0.300      1.243      0.000      0.000*
Transfer:      2.33
    348.6      5.87     67.58    3.16       66.00    24.00      0.300      1.206      0.000      1.760 
Critical:      5.48
    330.8      5.59     67.58    3.75       65.71    24.00      0.300      1.115      0.000      1.760 
0.1L    :      9.97
    305.3      5.20     67.58    4.58       65.29    24.00      0.300      0.982      0.000      0.827 
0.2L    :     20.60
    248.1      4.46     64.25    4.83       61.84    24.00      0.300      0.736      0.000      0.496 
0.3L    :     31.23
    192.0      3.33     66.54    4.83       64.12    24.00      0.300      0.359      0.000      0.413 
0.4L    :     41.87
    137.1      2.33     67.68    4.83       65.26    24.00      0.300      0.028      0.000      0.413 
0.5L    :     52.50
     83.4      1.42     67.68    4.83       65.26    24.00      0.300      0.000      0.000      0.413 
0.6L    :     63.13
    137.1      2.33     67.68    4.83       65.26    24.00      0.300      0.028      0.000      0.413 
0.7L    :     73.77
    192.0      3.33     66.54    4.83       64.12    24.00      0.300      0.359      0.000      0.413 
0.8L    :     84.40
    248.1      4.46     64.25    4.83       61.84    24.00      0.300      0.736      0.000      0.496 
0.9L    :     95.03
    305.3      5.20     67.58    4.58       65.29    24.00      0.300      0.982      0.000      0.827 
Critical:     99.52
    330.8      5.59     67.58    3.75       65.71    24.00      0.300      1.115      0.000      1.760 
Transfer:    102.67
    348.6      5.87     67.58    3.16       66.00    24.00      0.300      1.206      0.000      1.760 
Bearing :    105.00
    361.8      5.98     67.58    0.71       67.23    24.00      0.300      1.243      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.97 ft
Prestress      :       0.964  1.80      1.735  2.20      2.120
Self Wt.       :      -0.381  1.85     -0.704  2.40     -0.914
Deck + Haunch  :                       -0.310  2.30     -0.714
DL-Prec. (DC)  :                       -0.063  3.00     -0.189
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.049  3.00     -0.147
DL-Comp. (DW)  :                       -0.027  3.00     -0.081
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 20.60 ft
Prestress      :       1.731  1.80      3.116  2.20      3.808
Self Wt.       :      -0.716  1.85     -1.324  2.40     -1.717
Deck + Haunch  :                       -0.603  2.30     -1.387
DL-Prec. (DC)  :                       -0.122  3.00     -0.367
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.095  3.00     -0.286
DL-Comp. (DW)  :                       -0.053  3.00     -0.158
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 31.23 ft
Prestress      :       2.281  1.80      4.107  2.20      5.019
Self Wt.       :      -0.973  1.85     -1.799  2.40     -2.334
Deck + Haunch  :                       -0.829  2.30     -1.906
DL-Prec. (DC)  :                       -0.168  3.00     -0.504
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.131  3.00     -0.394
DL-Comp. (DW)  :                       -0.072  3.00     -0.217
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 41.87 ft
Prestress      :       2.615  1.80      4.707  2.20      5.753
Self Wt.       :      -1.135  1.85     -2.099  2.40     -2.723
Deck + Haunch  :                       -0.971  2.30     -2.233
DL-Prec. (DC)  :                       -0.197  3.00     -0.591
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.154  3.00     -0.462
DL-Comp. (DW)  :                       -0.085  3.00     -0.255
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 52.50 ft
Prestress      :       2.731  1.80      4.915  2.20      6.007
Self Wt.       :      -1.191  1.85     -2.204  2.40     -2.860
Deck + Haunch  :                       -1.021  2.30     -2.348
DL-Prec. (DC)  :                       -0.207  3.00     -0.621
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.162  3.00     -0.486
DL-Comp. (DW)  :                       -0.089  3.00     -0.268
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 63.13 ft
Prestress      :       2.615  1.80      4.707  2.20      5.753
Self Wt.       :      -1.135  1.85     -2.099  2.40     -2.723
Deck + Haunch  :                       -0.971  2.30     -2.233
DL-Prec. (DC)  :                       -0.197  3.00     -0.591
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.154  3.00     -0.462
DL-Comp. (DW)  :                       -0.085  3.00     -0.255
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 73.77 ft
Prestress      :       2.281  1.80      4.107  2.20      5.019
Self Wt.       :      -0.973  1.85     -1.799  2.40     -2.334
Deck + Haunch  :                       -0.829  2.30     -1.906
DL-Prec. (DC)  :                       -0.168  3.00     -0.504
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.131  3.00     -0.394
DL-Comp. (DW)  :                       -0.072  3.00     -0.217
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 84.40 ft
Prestress      :       1.731  1.80      3.116  2.20      3.808
Self Wt.       :      -0.716  1.85     -1.324  2.40     -1.717
Deck + Haunch  :                       -0.603  2.30     -1.387
DL-Prec. (DC)  :                       -0.122  3.00     -0.367
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.095  3.00     -0.286
DL-Comp. (DW)  :                       -0.053  3.00     -0.158
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 95.03 ft
Prestress      :       0.964  1.80      1.735  2.20      2.120
Self Wt.       :      -0.381  1.85     -0.704  2.40     -0.914
Deck + Haunch  :                       -0.310  2.30     -0.714
DL-Prec. (DC)  :                       -0.063  3.00     -0.189
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.049  3.00     -0.147
DL-Comp. (DW)  :                       -0.027  3.00     -0.081
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
   728.9    60.3  3.948  265.3    3.7   3.16   5128.6  0.053T 1.00       -       -     -     -  
H/2     :   2.97
   920.8    60.5  4.099  265.2    3.9   3.28   5327.8  0.051T 1.00       -       -     -     -  
0.1L    :   9.97
  2872.3    62.0  5.761  263.4    5.4   4.58   7547.4  0.036T 1.00       -       -     -     -  
0.2L    :  20.60
  5246.8    64.2  6.076  263.3    5.7   4.83   8244.5  0.034T 1.00   6468.3  6468.3    1.27    -  
0.3L    :  31.23
  6909.7    66.5  6.076  263.5    5.7   4.83   8556.3  0.034T 1.00   6574.9  6574.9    1.30    -  
0.4L    :  41.87
  7903.9    67.7  6.076  263.6    5.7   4.83   8712.2  0.034T 1.00   6608.5  6608.5    1.32    -  
0.5L    :  52.50
  8204.9    67.7  6.076  263.6    5.7   4.83   8712.2  0.034T 1.00   6565.2  6565.2    1.33    -  
0.6L    :  63.13
  7903.9    67.7  6.076  263.6    5.7   4.83   8712.2  0.034T 1.00   6608.5  6608.5    1.32    -  
0.7L    :  73.77
  6909.7    66.5  6.076  263.5    5.7   4.83   8556.3  0.034T 1.00   6574.9  6574.9    1.30    -  
0.8L    :  84.40
  5246.8    64.2  6.076  263.3    5.7   4.83   8244.5  0.034T 1.00   6468.3  6468.3    1.27    -  
0.9L    :  95.03
  2872.3    62.0  5.761  263.4    5.4   4.58   7547.4  0.036T 1.00       -       -     -     -  
H/2     : 102.03
   920.8    60.5  4.099  265.2    3.9   3.28   5327.8  0.051T 1.00       -       -     -     -  
Transfer: 102.67
   728.9    60.3  3.948  265.3    3.7   3.16   5128.6  0.053T 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 1-14; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.049
        M   2.00 Fb     0.144
 
  2   2 E  60.00 Ft     0.338
        M   4.00 Fb     0.094
 
  3   2 E  58.00 Ft     0.614
        M   2.00 Fb     0.055
 
  4   2 E   6.00 Ft     0.564
        M   6.00 Fb     0.278
 
  5   2 E   6.00 Ft     0.514
        M   6.00 Fb     0.501
 
  6   2 E   6.00 Ft     0.464
        M   6.00 Fb     0.725
 
  7   2 E   6.00 Ft     0.413
        M   6.00 Fb     0.948
 
  8   2 E   4.00 Ft     0.349
        M   4.00 Fb     1.183
 
  9   2 E   4.00 Ft     0.285
        M   4.00 Fb     1.417
 
 10   2 E   2.00 Ft     0.207
        M   2.00 Fb     1.662
 
 11   2 E   2.00 Ft     0.130
        M   2.00 Fb     1.908
 
 12   2 E   2.00 Ft     0.052
        M   2.00 Fb     2.153
 
 13   2 E   2.00 Ft    -0.026
        M   2.00 Fb     2.399
 
 14   2 E   2.00 Ft    -0.104
        M   2.00 Fb     2.644
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 106.33            Release Length, ft: 106.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  28
No. of strands, Draped:   4           No. of strands, Straight:  24
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  6.47 %               Final losses: 12.68 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.644     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.104       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  8712.17     8204.94     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   0.805     Midspan    1.800   0.167     Midspan
    Pre.Top:   3.600   2.247     Midspan    2.700   1.751     Midspan
    Pre.Bot:   3.600   2.082    Transfer    2.700   2.201    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.037     Bearing
    Pre.Bot:  -0.465  -0.426     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.322     Midspan
    Pre.Bot:                                                             2.400   0.983    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.731  1.80      4.915  2.20      6.007
Self Wt.       :      -1.191  1.85     -2.204  2.40     -2.860
Deck + Haunch  :                       -1.021  2.30     -2.348
DL-Prec. (DC)  :                       -0.207  3.00     -0.621
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.162  3.00     -0.486
DL-Comp. (DW)  :                       -0.089  3.00     -0.268
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  105.00
     DC  Line       0.087      0.00       0.087  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.330 ft
Release length = 106.330 ft
Design  length = 105.000 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)  : 0.754   (Calculated)    
Live Moment (1  lane  loaded)  : 0.517   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.138   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.910   (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           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 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 = 0.8748

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     9.97    20.60    31.23    41.87    52.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    814.4    839.0    839.0    839.0    839.0    839.0    839.0    839.0
  Yb      ,  in    28.60    28.08    28.07    28.02    27.93    27.84    27.80    27.80
  MI(Ixx) , in4   424876   432460   432608   434322   437190   440376   442088   442088
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1581.3   1604.2   1604.2   1604.2   1604.2   1604.2   1604.2   1604.2
  Yb      ,  in    47.38    46.86    46.86    46.83    46.79    46.75    46.73    46.73
  MI(Ixx) , in4  1019819  1050064  1050353  1053613  1058815  1064319  1067184  1067184

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 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           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  28 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 37.22 ft from member end )
END PATTERN (Ycg = 11.57 in):
    12 @  2.000 in     4 @  4.000 in     8 @  6.000 in     2 @ 58.000 in
     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.57 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  2.000 in     4 @  4.000 in     8 @  6.000 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     =    6.08 in2      Initial Pull          =     1191.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.018 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.022 ft
Holddown Force        =  21.170 kips     Beam Shrtng (PL/AE)   =      0.394 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)       
--------------------------------------------------------------------------------------
      2979.572         740 2204.883     22.081 89428.156  1400.867     673.062        
 
 
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       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     11.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.6670     20.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.6670     30.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      30.6670     75.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      75.6631     85.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      85.6631     94.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00      94.6631     99.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      99.1631     99.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      99.7050    105.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00     105.2050    105.7050     No
      2      US#6[M19]       60.00        0.88       6.00     105.7050    106.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     106.2050    106.3300     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 106.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.0760 in2       Ycg =  3.57 in
         P_init    =     1191.0 kips  Ecc = 25.18 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.68 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.044 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.54 ksi    0.00 ksi
    due to Composite Loads                                 -1.80 ksi    0.00 ksi
    due to Live Loads                                      -5.17 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                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.29 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.68 ksi  ( 6.47 %)            12.19 ksi ( 6.22 %)
Total Prestress Losses                                    24.88 ksi (12.69 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.1 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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   100.8   127.4   398.4   731.2   968.9  1111.5  1159.1
(Max)       V      44.2    42.2    41.7    35.8    26.8    17.9     8.9     0.0
DL-Prec.  : M       0.0    14.6    18.4    57.7   105.8   140.2   160.9   167.7
DC(Max)     V       6.4     6.1     6.0     5.2     3.9     2.6     1.3     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   109.5   138.4   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.3    38.9    29.1    19.4     9.7     0.0
Diaphragm : M       0.0     0.6     0.7     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.5    44.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.7    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    24.7    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.1     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   206.7   261.0   812.2  1477.0  1933.7  2205.5  2279.1
            V     137.5   133.2   132.1   119.3   100.7    82.1    56.2    37.5
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   137.5   133.2   132.1   119.3   101.9    85.3    69.4    54.3
            M       0.0   213.6   269.1   812.2  1391.5  1765.6  1926.5  1890.5
Total     : M+      0.0   487.2   615.5  1921.0  3512.8  4632.5  5303.1  5511.4
            V     260.4   250.7   248.0   218.9   175.5   132.0    81.2    37.8
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   260.4   250.7   248.0   218.9   176.7   135.2    94.5    54.6
            M       0.0   494.2   623.6  1921.0  3427.4  4464.3  5024.1  5122.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.03  102.67  105.00
Self wt.  : M    1111.5   968.9   731.2   398.4   127.4   100.8     0.0
(Max)       V       8.9    17.9    26.8    35.8    41.7    42.2    44.2
DL-Prec.  : M     160.9   140.2   105.8    57.7    18.4    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.0     6.1     6.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1207.7  1052.7   794.4   432.8   138.4   109.5     0.0
Haunch (Max)V       9.7    19.4    29.1    38.9    45.3    45.8    48.0
Diaphragm : M      10.5     7.8     5.2     2.5     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     391.2   341.0   257.3   140.2    44.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.7    14.8    15.5
DL-Comp   : M     215.9   188.2   142.0    77.4    24.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.1     8.2     8.6
LL + I    : M+   2205.5  1933.7  1477.0   812.2   261.0   206.7     0.0
            V      56.2    82.1   100.7   119.3   132.1   133.2   137.5
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    69.4    85.3   101.9   119.3   132.1   133.2   137.5
            M    1926.5  1765.6  1391.5   812.2   269.1   213.6    -0.0
Total     : M+   5303.1  4632.5  3512.8  1921.0   615.5   487.2     0.0
            V      81.2   132.0   175.5   218.9   248.0   250.7   260.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    94.5   135.2   176.7   218.9   248.0   250.7   260.4
            M    5024.1  4464.3  3427.4  1921.0   623.6   494.2    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               44.2             44.2
Deck+Haunch            48.0             48.0
Diaphragm               0.2              0.3
DL-Prec.(DC)            6.4              6.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.7             77.7
DL-Comp.(DW)           42.9             42.9
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   100.8   127.4   398.4   731.2   968.9  1111.5  1159.1
(Max)       V      44.2    42.2    41.7    35.8    26.8    17.9     8.9     0.0
DL-Prec.  : M       0.0    14.6    18.4    57.7   105.8   140.2   160.9   167.7
DC(Max)     V       6.4     6.1     6.0     5.2     3.9     2.6     1.3     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   109.5   138.4   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.3    38.9    29.1    19.4     9.7     0.0
Diaphragm : M       0.0     0.6     0.7     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.5    44.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.7    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    24.7    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.1     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   165.3   208.8   649.7  1181.6  1547.0  1764.4  1823.3
            V     110.0   106.6   105.7    95.5    80.6    65.6    44.9    30.0
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   110.0   106.6   105.7    95.5    81.5    68.2    55.6    43.5
            M       0.0   170.9   215.3   649.7  1113.2  1412.5  1541.2  1512.4
Total     : M+      0.0   445.9   563.3  1758.6  3217.4  4245.7  4862.0  5055.6
            V     232.9   224.0   221.6   195.1   155.3   115.6    70.0    30.3
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   232.9   224.0   221.6   195.1   156.3   118.2    80.6    43.7
            M       0.0   451.5   569.8  1758.6  3149.1  4111.2  4638.8  4744.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.03  102.67  105.00
Self wt.  : M    1111.5   968.9   731.2   398.4   127.4   100.8     0.0
(Max)       V       8.9    17.9    26.8    35.8    41.7    42.2    44.2
DL-Prec.  : M     160.9   140.2   105.8    57.7    18.4    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.0     6.1     6.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1207.7  1052.7   794.4   432.8   138.4   109.5     0.0
Haunch (Max)V       9.7    19.4    29.1    38.9    45.3    45.8    48.0
Diaphragm : M      10.5     7.8     5.2     2.5     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     391.2   341.0   257.3   140.2    44.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.7    14.8    15.5
DL-Comp   : M     215.9   188.2   142.0    77.4    24.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.1     8.2     8.6
LL + I    : M+   1764.4  1547.0  1181.6   649.7   208.8   165.3     0.0
            V      44.9    65.6    80.6    95.5   105.7   106.6   110.0
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    55.6    68.2    81.5    95.5   105.7   106.6   110.0
            M    1541.2  1412.5  1113.2   649.7   215.3   170.9    -0.0
Total     : M+   4862.0  4245.7  3217.4  1758.6   563.3   445.9     0.0
            V      70.0   115.6   155.3   195.1   221.6   224.0   232.9
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    80.6   118.2   156.3   195.1   221.6   224.0   232.9
            M    4638.8  4111.2  3149.1  1758.6   569.8   451.5    -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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   126.0   159.2   497.9   914.0  1211.1  1389.4  1448.8
(Max)       V      55.2    52.7    52.1    44.7    33.5    22.4    11.2     0.0
Self wt.  : M       0.0    90.7   114.6   358.5   658.0   872.0  1000.4  1043.2
(Min)       V      39.7    38.0    37.5    32.2    24.1    16.1     8.0     0.0
DL-Prec.  : M       0.0    18.2    23.0    72.1   132.3   175.3   201.1   209.7
DC(Max)     V       8.0     7.6     7.5     6.5     4.9     3.2     1.6     0.0
DL-Prec.  : M       0.0    13.1    16.6    51.9    95.2   126.2   144.8   151.0
DC(Min)     V       5.8     5.5     5.4     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   136.9   173.0   541.0   993.0  1315.9  1509.6  1574.2
Haunch (Max)V      60.0    57.3    56.6    48.6    36.4    24.3    12.1     0.0
Deck +    : M       0.0    98.6   124.6   389.5   715.0   947.4  1086.9  1133.4
Haunch (Min)V      43.2    41.3    40.7    35.0    26.2    17.5     8.7     0.0
Diaphragm : M       0.0     0.7     0.9     3.1     6.4     9.8    13.1    16.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.7     2.2     4.6     7.0     9.4    11.8
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    44.3    56.0   175.2   321.7   426.2   489.0   509.9
DC(Max)     V      19.4    18.6    18.3    15.7    11.8     7.9     3.9     0.0
DL-Comp   : M       0.0    31.9    40.3   126.2   231.6   306.9   352.1   367.1
DC(Min)     V      14.0    13.4    13.2    11.3     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    29.4    37.1   116.0   213.0   282.2   323.8   337.6
DW(Max)     V      12.9    12.3    12.1    10.4     7.8     5.2     2.6     0.0
DL-Comp   : M       0.0    12.7    16.1    50.3    92.3   122.3   140.3   146.3
DW(Min)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   361.6   456.8  1421.3  2584.7  3384.0  3859.6  3988.5
            V     240.6   233.1   231.1   208.8   176.2   143.6    98.3    65.7
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   240.6   233.1   231.1   208.8   178.4   149.3   121.5    95.1
            M       0.0   373.8   471.0  1421.3  2435.1  3089.7  3371.4  3308.4
Total     : M+      0.0   717.2   906.1  2826.7  5165.0  6804.5  7785.5  8085.1
            V     396.3   382.0   378.1   335.1   271.0   206.9   130.1    66.0
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   396.3   382.0   378.1   335.1   273.1   212.6   153.3    95.4
            M       0.0   729.4   920.3  2826.7  5015.5  6510.2  7297.4  7405.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.03  102.67  105.00
Self wt.  : M    1389.4  1211.1   914.0   497.9   159.2   126.0     0.0
(Max)       V      11.2    22.4    33.5    44.7    52.1    52.7    55.2
Self wt.  : M    1000.4   872.0   658.0   358.5   114.6    90.7     0.0
(Min)       V       8.0    16.1    24.1    32.2    37.5    38.0    39.7
DL-Prec.  : M     201.1   175.3   132.3    72.1    23.0    18.2     0.0
DC(Max)     V       1.6     3.2     4.9     6.5     7.5     7.6     8.0
DL-Prec.  : M     144.8   126.2    95.2    51.9    16.6    13.1     0.0
DC(Min)     V       1.2     2.3     3.5     4.7     5.4     5.5     5.8
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
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    1509.6  1315.9   993.0   541.0   173.0   136.9     0.0
Haunch (Max)V      12.1    24.3    36.4    48.6    56.6    57.3    60.0
Deck +    : M    1086.9   947.4   715.0   389.5   124.6    98.6     0.0
Haunch (Min)V       8.7    17.5    26.2    35.0    40.7    41.3    43.2
Diaphragm : M      13.1     9.8     6.4     3.1     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.4     7.0     4.6     2.2     0.7     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     489.0   426.2   321.7   175.2    56.0    44.3     0.0
DC(Max)     V       3.9     7.9    11.8    15.7    18.3    18.6    19.4
DL-Comp   : M     352.1   306.9   231.6   126.2    40.3    31.9     0.0
DC(Min)     V       2.8     5.7     8.5    11.3    13.2    13.4    14.0
DL-Comp   : M     323.8   282.2   213.0   116.0    37.1    29.4     0.0
DW(Max)     V       2.6     5.2     7.8    10.4    12.1    12.3    12.9
DL-Comp   : M     140.3   122.3    92.3    50.3    16.1    12.7     0.0
DW(Min)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   3859.6  3384.0  2584.7  1421.3   456.8   361.6     0.0
            V      98.3   143.6   176.2   208.8   231.1   233.1   240.6
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   121.5   149.3   178.4   208.8   231.1   233.1   240.6
            M    3371.4  3089.7  2435.1  1421.3   471.0   373.8    -0.0
Total     : M+   7785.5  6804.5  5165.0  2826.7   906.1   717.2     0.0
            V     130.1   206.9   271.0   335.1   378.1   382.0   396.3
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   153.3   212.6   273.1   335.1   378.1   382.0   396.3
            M    7297.4  6510.2  5015.5  2826.7   920.3   729.4    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               55.2             55.2
Deck+Haunch            60.0             60.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.0              8.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           97.1             97.1
DL-Comp.(DW)           64.3             64.3
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   100.8   127.4   398.4   731.2   968.9  1111.5  1159.1
(Max)       V      44.2    42.2    41.7    35.8    26.8    17.9     8.9     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    14.6    18.4    57.7   105.8   140.2   160.9   167.7
DC(Max)     V       6.4     6.1     6.0     5.2     3.9     2.6     1.3     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   109.5   138.4   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.3    38.9    29.1    19.4     9.7     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     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
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    35.5    44.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.7    12.6     9.4     6.3     3.1     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    19.6    24.7    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.1     6.9     5.2     3.5     1.7     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   139.7   176.3   542.9   967.5  1262.1  1415.7  1409.9
            V     109.0   105.9   105.1    95.8    82.6    62.9    49.7    36.5
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   109.0   105.9   105.1    95.8    82.6    69.4    56.2    43.0
            M       0.0   139.7   176.3   542.9   967.5  1232.8  1338.6  1284.9
Total     : M+      0.0   420.3   530.9  1651.8  3003.4  3960.9  4513.3  4642.2
            V     231.9   223.3   221.0   195.4   157.4   112.8    74.8    36.7
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   231.9   223.3   221.0   195.4   157.4   119.3    81.3    43.3
            M       0.0   420.3   530.9  1651.8  3003.4  3931.5  4436.1  4517.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.03  102.67  105.00
Self wt.  : M    1111.5   968.9   731.2   398.4   127.4   100.8     0.0
(Max)       V       8.9    17.9    26.8    35.8    41.7    42.2    44.2
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     160.9   140.2   105.8    57.7    18.4    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.0     6.1     6.4
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    1207.7  1052.7   794.4   432.8   138.4   109.5     0.0
Haunch (Max)V       9.7    19.4    29.1    38.9    45.3    45.8    48.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      10.5     7.8     5.2     2.5     0.7     0.6     0.0
(Max)       V       0.3     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     391.2   341.0   257.3   140.2    44.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.7    14.8    15.5
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     215.9   188.2   142.0    77.4    24.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.1     8.2     8.6
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+   1415.7  1262.1   967.5   542.9   176.3   139.7     0.0
            V      49.7    62.9    82.6    95.8   105.1   105.9   109.0
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    56.2    69.4    82.6    95.8   105.1   105.9   109.0
            M    1338.6  1232.8   967.5   542.9   176.3   139.7     0.0
Total     : M+   4513.3  3960.9  3003.4  1651.8   530.9   420.3     0.0
            V      74.8   112.8   157.4   195.4   221.0   223.3   231.9
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    81.3   119.3   157.4   195.4   221.0   223.3   231.9
            M    4436.1  3931.5  3003.4  1651.8   530.9   420.3     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   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.126   0.414   0.732   0.956   1.090   1.136   1.034 
Bottom        -0.102  -0.331  -0.583  -0.758  -0.861  -0.897  -0.818 
 
Prestress
Precast-top   -0.230  -0.377  -0.580  -0.780  -0.878  -0.878  -0.878 
Bottom         2.746   2.859   3.012   3.161   3.234   3.234   3.234 
 
Total
Precast-top   -0.104   0.036   0.152   0.177   0.212   0.258   0.156 
Bottom         2.644   2.527   2.429   2.404   2.373   2.337   2.416 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.60 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.037  -0.201  -0.212  -0.330  -0.507  -0.681  -0.768  -0.768
Bottom         0.550   2.400   2.408   2.498   2.633   2.763   2.827   2.827
 
Self wt.
Precast-top   -0.000   0.098   0.123   0.385   0.704   0.928   1.062   1.107
Bottom        -0.000  -0.079  -0.099  -0.308  -0.561  -0.735  -0.839  -0.875
 
DL-Prec (DC)
Precast-top   -0.000   0.014   0.018   0.056   0.102   0.134   0.154   0.160
Bottom        -0.000  -0.011  -0.014  -0.045  -0.081  -0.106  -0.121  -0.127
 
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   0.002   0.005   0.007   0.010   0.013
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.106   0.134   0.418   0.765   1.008   1.154   1.203
Bottom        -0.000  -0.085  -0.108  -0.335  -0.609  -0.799  -0.911  -0.950
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.011   0.034   0.062   0.082   0.094   0.098
Precast-top   -0.000   0.007   0.008   0.026   0.047   0.062   0.072   0.075
Bottom        -0.000  -0.019  -0.024  -0.075  -0.136  -0.180  -0.206  -0.214
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.019   0.034   0.045   0.052   0.054
Precast-top   -0.000   0.004   0.005   0.014   0.026   0.034   0.040   0.041
Bottom        -0.000  -0.010  -0.013  -0.041  -0.075  -0.099  -0.113  -0.118
 
LL+I(+)
Topping-top   -0.000   0.050   0.064   0.198   0.358   0.467   0.532   0.550
Precast-top   -0.000   0.038   0.048   0.150   0.271   0.354   0.404   0.417
Bottom        -0.000  -0.111  -0.140  -0.433  -0.783  -1.019  -1.159  -1.197
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.064   0.081   0.251   0.455   0.595   0.678   0.702 
Precast-top   -0.037   0.066   0.125   0.721   1.413   1.848   2.127   2.249 
Bottom         0.550   2.084   2.009   1.259   0.383  -0.181  -0.530  -0.665 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.013   0.017   0.053   0.097   0.128   0.146   0.153 
Precast-top   -0.037   0.028   0.077   0.572   1.142   1.494   1.723   1.832 
Bottom         0.550   2.195   2.149   1.692   1.166   0.838   0.628   0.533 
 

 
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   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.126   0.414   0.732   0.956   1.090   1.136   1.034 
Bottom        -0.102  -0.331  -0.583  -0.758  -0.861  -0.897  -0.818 
 
Prestress
Precast-top   -0.230  -0.377  -0.580  -0.780  -0.878  -0.878  -0.878 
Bottom         2.746   2.859   3.012   3.161   3.234   3.234   3.234 
 
Total
Precast-top   -0.104   0.036   0.152   0.177   0.212   0.258   0.156 
Bottom         2.644   2.527   2.429   2.404   2.373   2.337   2.416 
 
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 = 12.60 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.037  -0.201  -0.212  -0.330  -0.507  -0.681  -0.768  -0.768
Bottom         0.550   2.400   2.408   2.498   2.633   2.763   2.827   2.827
 
Self wt.
Precast-top   -0.000   0.098   0.123   0.385   0.704   0.928   1.062   1.107
Bottom        -0.000  -0.079  -0.099  -0.308  -0.561  -0.735  -0.839  -0.875
 
DL-Prec (DC)
Precast-top   -0.000   0.014   0.018   0.056   0.102   0.134   0.154   0.160
Bottom        -0.000  -0.011  -0.014  -0.045  -0.081  -0.106  -0.121  -0.127
 
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   0.002   0.005   0.007   0.010   0.013
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.106   0.134   0.418   0.765   1.008   1.154   1.203
Bottom        -0.000  -0.085  -0.108  -0.335  -0.609  -0.799  -0.911  -0.950
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.011   0.034   0.062   0.082   0.094   0.098
Precast-top   -0.000   0.007   0.008   0.026   0.047   0.062   0.072   0.075
Bottom        -0.000  -0.019  -0.024  -0.075  -0.136  -0.180  -0.206  -0.214
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.019   0.034   0.045   0.052   0.054
Precast-top   -0.000   0.004   0.005   0.014   0.026   0.034   0.040   0.041
Bottom        -0.000  -0.010  -0.013  -0.041  -0.075  -0.099  -0.113  -0.118
 
LL+I(+)
Topping-top   -0.000   0.040   0.051   0.158   0.287   0.374   0.426   0.440
Precast-top   -0.000   0.030   0.039   0.120   0.217   0.283   0.323   0.334
Bottom        -0.000  -0.089  -0.112  -0.347  -0.627  -0.815  -0.927  -0.958
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.054   0.068   0.211   0.383   0.502   0.572   0.593 
Precast-top   -0.037   0.058   0.116   0.691   1.359   1.777   2.046   2.165 
Bottom         0.550   2.106   2.037   1.346   0.540   0.023  -0.299  -0.425 
 

 
 
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    9.97   20.60   31.23   41.87   52.50
F_LL+I(+)
Topping-top   -0.000   0.034   0.043   0.132   0.235   0.305   0.341   0.340
Precast-top   -0.000   0.026   0.033   0.100   0.178   0.231   0.259   0.258
Bottom        -0.000  -0.075  -0.094  -0.290  -0.513  -0.665  -0.744  -0.741
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.051   0.159   0.283   0.369   0.415   0.416 
Precast-top   -0.019   0.040   0.071   0.386   0.749   0.978   1.121   1.174 
Bottom         0.275   1.023   0.980   0.557   0.070  -0.246  -0.430  -0.474 
 

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
    396.3    6.5   67.6    0.748   4.1   6.00e-3 50.0    406.7     1.441    1.760      0.00
      0.0    0.6   67.3     41.9 0.166      29.5 0.87    12.00     0.101    1.204 
Transfer:   3.00
    382.0    6.5   67.6    3.375  18.5   0.93e-3 32.2    311.6     0.594    1.760      0.00
    729.4    2.8   66.2    189.0 0.157      94.3 2.83    12.00     0.101    1.564 
Critical:   6.16
    362.5    6.5   67.6    4.021  18.5  -0.02e-3 28.9    222.7     0.374    1.760      0.00
   1613.0    3.3   65.9    189.0 0.149     161.5 4.87    12.00     0.101    1.642 
0.1L    :  10.63
    335.1    6.5   67.6    4.926  18.5  -0.02e-3 28.9    192.4     0.324    0.827      0.00
   2826.7    4.0   65.6    189.0 0.138     161.4 4.89    12.00     0.101    1.767 
0.2L    :  21.27
    273.1    6.5   64.2    6.076  18.5   0.43e-3 30.5    171.7     0.326    0.496      0.00
   5015.5    4.3   62.1    189.0 0.118     113.3 3.62    24.00     0.101    1.295 
0.3L    :  31.90
    212.6    6.5   66.5    6.076  18.5   1.49e-3 34.2    144.3     0.305    0.413      0.00
   6510.2    4.3   64.4    189.0 0.087      73.4 2.26    24.00     0.101    1.218 
0.4L    :  42.53
    153.3    6.5   67.7    6.076   0.0   1.97e-3 35.9    106.4     0.235    0.413      0.00
   7297.4    4.3   65.6    189.0 0.067      63.9 1.94    24.00     0.101    1.474 
0.5L    :  53.17
     95.4    6.5   67.7    6.076   0.0   1.75e-3 35.1     37.5     0.101    0.413      0.00
   7405.1    4.3   65.6    189.0 0.041      68.5 2.08    24.00     0.101    2.463 
0.6L    :  63.80
    153.3    6.5   67.7    6.076   0.0   1.97e-3 35.9    106.4     0.235    0.413      0.00
   7297.4    4.3   65.6    189.0 0.067      63.9 1.94    24.00     0.101    1.474 
0.7L    :  74.43
    212.6    6.5   66.5    6.076  18.5   1.49e-3 34.2    144.3     0.305    0.413      0.00
   6510.2    4.3   64.4    189.0 0.087      73.4 2.26    24.00     0.101    1.218 
0.8L    :  85.06
    273.1    6.5   64.2    6.076  18.5   0.43e-3 30.5    171.7     0.326    0.496      0.00
   5015.5    4.3   62.1    189.0 0.118     113.3 3.62    24.00     0.101    1.295 
0.9L    :  95.70
    335.1    6.5   67.6    4.926  18.5  -0.02e-3 28.9    192.4     0.324    0.827      0.00
   2826.7    4.0   65.6    189.0 0.138     161.4 4.89    12.00     0.101    1.767 
Critical: 100.17
    362.5    6.5   67.6    4.021  18.5  -0.02e-3 28.9    222.7     0.374    1.760      0.00
   1613.0    3.3   65.9    189.0 0.149     161.5 4.87    12.00     0.101    1.642 
Transfer: 103.33
    382.0    6.5   67.6    3.375  18.5   0.93e-3 32.2    311.6     0.594    1.760      0.00
    729.4    2.8   66.2    189.0 0.157      94.3 2.83    12.00     0.101    1.564 
Bearing : 105.67
    396.3    6.5   67.6    0.748   4.1   6.00e-3 50.0    406.7     1.441    1.760      0.00
      0.0    0.6   67.3     41.9 0.166      29.5 0.87    12.00     0.101    1.204 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1191.02
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.38
 
 
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
    396.3      6.55     67.58    0.62       67.27    24.00      0.300      1.432      0.000      0.000*
Transfer:      2.33
    382.0      6.41     67.58    2.77       66.20    24.00      0.300      1.387      0.000      1.760 
Critical:      5.49
    362.6      6.11     67.58    3.29       65.94    24.00      0.300      1.287      0.000      1.760 
0.1L    :      9.97
    335.1      5.68     67.58    4.02       65.57    24.00      0.300      1.143      0.000      0.827 
0.2L    :     20.60
    273.1      4.89     64.25    4.25       62.12    24.00      0.300      0.878      0.000      0.496 
0.3L    :     31.23
    212.6      3.67     66.54    4.26       64.41    24.00      0.300      0.472      0.000      0.413 
0.4L    :     41.87
    153.3      2.60     67.68    4.26       65.55    24.00      0.300      0.116      0.000      0.413 
0.5L    :     52.50
     95.4      1.62     67.68    4.26       65.55    24.00      0.300      0.000      0.000      0.413 
0.6L    :     63.13
    153.3      2.60     67.68    4.26       65.55    24.00      0.300      0.116      0.000      0.413 
0.7L    :     73.77
    212.6      3.67     66.54    4.26       64.41    24.00      0.300      0.472      0.000      0.413 
0.8L    :     84.40
    273.1      4.89     64.25    4.25       62.12    24.00      0.300      0.878      0.000      0.496 
0.9L    :     95.03
    335.1      5.68     67.58    4.02       65.57    24.00      0.300      1.143      0.000      0.827 
Critical:     99.51
    362.6      6.11     67.58    3.29       65.94    24.00      0.300      1.287      0.000      1.760 
Transfer:    102.67
    382.0      6.41     67.58    2.77       66.20    24.00      0.300      1.387      0.000      1.760 
Bearing :    105.00
    396.3      6.55     67.58    0.62       67.27    24.00      0.300      1.432      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.97 ft
Prestress      :       0.964  1.80      1.735  2.20      2.120
Self Wt.       :      -0.381  1.85     -0.704  2.40     -0.914
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          :       0.583            1.030            1.207
 
At 0.2 x L = 20.60 ft
Prestress      :       1.731  1.80      3.116  2.20      3.808
Self Wt.       :      -0.716  1.85     -1.324  2.40     -1.717
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          :       1.015            1.792            2.091
 
At 0.3 x L = 31.23 ft
Prestress      :       2.281  1.80      4.107  2.20      5.019
Self Wt.       :      -0.973  1.85     -1.799  2.40     -2.334
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          :       1.309            2.307            2.685
 
At 0.4 x L = 41.87 ft
Prestress      :       2.615  1.80      4.707  2.20      5.753
Self Wt.       :      -1.135  1.85     -2.099  2.40     -2.723
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          :       1.480            2.608            3.030
 
At 0.5 x L = 52.50 ft
Prestress      :       2.731  1.80      4.915  2.20      6.007
Self Wt.       :      -1.191  1.85     -2.204  2.40     -2.860
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          :       1.539            2.711            3.148
 
At 0.6 x L = 63.13 ft
Prestress      :       2.615  1.80      4.707  2.20      5.753
Self Wt.       :      -1.135  1.85     -2.099  2.40     -2.723
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          :       1.480            2.608            3.030
 
At 0.7 x L = 73.77 ft
Prestress      :       2.281  1.80      4.107  2.20      5.019
Self Wt.       :      -0.973  1.85     -1.799  2.40     -2.334
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          :       1.309            2.307            2.685
 
At 0.8 x L = 84.40 ft
Prestress      :       1.731  1.80      3.116  2.20      3.808
Self Wt.       :      -0.716  1.85     -1.324  2.40     -1.717
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          :       1.015            1.792            2.091
 
At 0.9 x L = 95.03 ft
Prestress      :       0.964  1.80      1.735  2.20      2.120
Self Wt.       :      -0.381  1.85     -0.704  2.40     -0.914
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          :       0.583            1.030            1.207
 

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
   717.2    60.3  3.937  265.9    3.3   2.77   5141.8  0.061T 1.00       -       -     -     -  
H/2     :   2.97
   906.1    60.5  4.087  265.8    3.4   2.88   5342.8  0.058T 1.00       -       -     -     -  
0.1L    :   9.97
  2826.7    62.0  5.748  264.2    4.7   4.02   7587.1  0.041T 1.00       -       -     -     -  
0.2L    :  20.60
  5165.0    64.2  6.076  264.1    5.0   4.25   8307.8  0.039T 1.00   6505.4  6505.4    1.28    -  
0.3L    :  31.23
  6804.5    66.5  6.076  264.3    5.0   4.26   8619.7  0.038T 1.00   6597.6  6597.6    1.31    -  
0.4L    :  41.87
  7785.5    67.7  6.076  264.4    5.0   4.26   8775.7  0.038T 1.00   6621.9  6621.9    1.33    -  
0.5L    :  52.50
  8085.1    67.7  6.076  264.4    5.0   4.26   8775.7  0.038T 1.00   6574.5  6574.5    1.33    -  
0.6L    :  63.13
  7785.5    67.7  6.076  264.4    5.0   4.26   8775.7  0.038T 1.00   6621.9  6621.9    1.33    -  
0.7L    :  73.77
  6804.5    66.5  6.076  264.3    5.0   4.26   8619.7  0.038T 1.00   6597.6  6597.6    1.31    -  
0.8L    :  84.40
  5165.0    64.2  6.076  264.1    5.0   4.25   8307.8  0.039T 1.00   6505.4  6505.4    1.28    -  
0.9L    :  95.03
  2826.7    62.0  5.748  264.2    4.7   4.02   7587.1  0.041T 1.00       -       -     -     -  
H/2     : 102.03
   906.1    60.5  4.087  265.8    3.4   2.88   5342.8  0.058T 1.00       -       -     -     -  
Transfer: 102.67
   717.2    60.3  3.937  265.9    3.3   2.77   5141.8  0.061T 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 1-14; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.049
        M   2.00 Fb     0.144
 
  2   2 E  60.00 Ft     0.338
        M   4.00 Fb     0.094
 
  3   2 E  58.00 Ft     0.614
        M   2.00 Fb     0.055
 
  4   2 E   6.00 Ft     0.564
        M   6.00 Fb     0.278
 
  5   2 E   6.00 Ft     0.514
        M   6.00 Fb     0.501
 
  6   2 E   6.00 Ft     0.464
        M   6.00 Fb     0.725
 
  7   2 E   6.00 Ft     0.413
        M   6.00 Fb     0.948
 
  8   2 E   4.00 Ft     0.349
        M   4.00 Fb     1.183
 
  9   2 E   4.00 Ft     0.285
        M   4.00 Fb     1.417
 
 10   2 E   2.00 Ft     0.207
        M   2.00 Fb     1.662
 
 11   2 E   2.00 Ft     0.130
        M   2.00 Fb     1.908
 
 12   2 E   2.00 Ft     0.052
        M   2.00 Fb     2.153
 
 13   2 E   2.00 Ft    -0.026
        M   2.00 Fb     2.399
 
 14   2 E   2.00 Ft    -0.104
        M   2.00 Fb     2.644
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 106.33            Release Length, ft: 106.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  28
No. of strands, Draped:   4           No. of strands, Straight:  24
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  6.47 %               Final losses: 12.69 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.644     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.104       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  8775.69     8085.11     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   0.702     Midspan    1.800   0.153     Midspan
    Pre.Top:   3.600   2.249     Midspan    2.700   1.832     Midspan
    Pre.Bot:   3.600   2.084    Transfer    2.700   2.195    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.037     Bearing
    Pre.Bot:  -0.465  -0.425     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.174     Midspan
    Pre.Bot:                                                             2.400   1.023    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.731  1.80      4.915  2.20      6.007
Self Wt.       :      -1.191  1.85     -2.204  2.40     -2.860
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          :       1.539            2.711            3.148
 
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  105.00
     DC  Line       0.087      0.00       0.087  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.330 ft
Release length = 106.330 ft
Design  length = 105.000 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)  : 0.754   (Calculated)    
Live Moment (1  lane  loaded)  : 0.517   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.138   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.910   (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           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 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 = 0.8748

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     9.97    20.60    31.23    41.87    52.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    814.4    839.0    839.0    839.0    839.0    839.0    839.0    839.0
  Yb      ,  in    28.60    28.08    28.07    28.02    27.93    27.84    27.80    27.80
  MI(Ixx) , in4   424876   432460   432608   434322   437190   440376   442088   442088
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1581.3   1604.2   1604.2   1604.2   1604.2   1604.2   1604.2   1604.2
  Yb      ,  in    47.38    46.86    46.86    46.83    46.79    46.75    46.73    46.73
  MI(Ixx) , in4  1019819  1050064  1050353  1053613  1058815  1064319  1067184  1067184

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 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           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  28 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 37.22 ft from member end )
END PATTERN (Ycg = 11.57 in):
    12 @  2.000 in     4 @  4.000 in     8 @  6.000 in     2 @ 58.000 in
     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.57 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  2.000 in     4 @  4.000 in     8 @  6.000 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     =    6.08 in2      Initial Pull          =     1191.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.018 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.022 ft
Holddown Force        =  21.170 kips     Beam Shrtng (PL/AE)   =      0.394 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)       
--------------------------------------------------------------------------------------
      2979.572         740 2204.883     22.081 89428.156  1400.867     666.732        
 
 
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       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     11.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.6670     20.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.6670     30.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      30.6670     75.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      75.6631     85.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      85.6631     94.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00      94.6631     99.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      99.1631     99.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      99.7050    105.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00     105.2050    105.7050     No
      2      US#6[M19]       60.00        0.88       6.00     105.7050    106.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     106.2050    106.3300     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 105.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.0760 in2       Ycg =  3.57 in
         P_init    =     1191.0 kips  Ecc = 25.18 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.68 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.044 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.54 ksi    0.00 ksi
    due to Composite Loads                                 -1.80 ksi    0.00 ksi
    due to Live Loads                                      -5.17 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                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.29 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.68 ksi  ( 6.47 %)            12.19 ksi ( 6.22 %)
Total Prestress Losses                                    24.88 ksi (12.69 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.1 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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   100.8   127.4   398.4   731.2   968.9  1111.5  1159.1
(Max)       V      44.2    42.2    41.7    35.8    26.8    17.9     8.9     0.0
DL-Prec.  : M       0.0    14.6    18.4    57.7   105.8   140.2   160.9   167.7
DC(Max)     V       6.4     6.1     6.0     5.2     3.9     2.6     1.3     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   109.5   138.4   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.3    38.9    29.1    19.4     9.7     0.0
Diaphragm : M       0.0     0.6     0.7     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.5    44.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.7    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    24.7    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.1     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   206.7   261.0   812.2  1477.0  1933.7  2205.5  2279.1
            V     137.5   133.2   132.1   119.3   100.7    82.1    56.2    37.5
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   137.5   133.2   132.1   119.3   101.9    85.3    69.4    54.3
            M       0.0   213.6   269.1   812.2  1391.5  1765.6  1926.5  1890.5
Total     : M+      0.0   487.2   615.5  1921.0  3512.8  4632.5  5303.1  5511.4
            V     260.4   250.7   248.0   218.9   175.5   132.0    81.2    37.8
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   260.4   250.7   248.0   218.9   176.7   135.2    94.5    54.6
            M       0.0   494.2   623.6  1921.0  3427.4  4464.3  5024.1  5122.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.03  102.67  105.00
Self wt.  : M    1111.5   968.9   731.2   398.4   127.4   100.8     0.0
(Max)       V       8.9    17.9    26.8    35.8    41.7    42.2    44.2
DL-Prec.  : M     160.9   140.2   105.8    57.7    18.4    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.0     6.1     6.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1207.7  1052.7   794.4   432.8   138.4   109.5     0.0
Haunch (Max)V       9.7    19.4    29.1    38.9    45.3    45.8    48.0
Diaphragm : M      10.5     7.8     5.2     2.5     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     391.2   341.0   257.3   140.2    44.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.7    14.8    15.5
DL-Comp   : M     215.9   188.2   142.0    77.4    24.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.1     8.2     8.6
LL + I    : M+   2205.5  1933.7  1477.0   812.2   261.0   206.7     0.0
            V      56.2    82.1   100.7   119.3   132.1   133.2   137.5
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    69.4    85.3   101.9   119.3   132.1   133.2   137.5
            M    1926.5  1765.6  1391.5   812.2   269.1   213.6    -0.0
Total     : M+   5303.1  4632.5  3512.8  1921.0   615.5   487.2     0.0
            V      81.2   132.0   175.5   218.9   248.0   250.7   260.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    94.5   135.2   176.7   218.9   248.0   250.7   260.4
            M    5024.1  4464.3  3427.4  1921.0   623.6   494.2    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               44.2             44.2
Deck+Haunch            48.0             48.0
Diaphragm               0.2              0.3
DL-Prec.(DC)            6.4              6.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.7             77.7
DL-Comp.(DW)           42.9             42.9
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   100.8   127.4   398.4   731.2   968.9  1111.5  1159.1
(Max)       V      44.2    42.2    41.7    35.8    26.8    17.9     8.9     0.0
DL-Prec.  : M       0.0    14.6    18.4    57.7   105.8   140.2   160.9   167.7
DC(Max)     V       6.4     6.1     6.0     5.2     3.9     2.6     1.3     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   109.5   138.4   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.3    38.9    29.1    19.4     9.7     0.0
Diaphragm : M       0.0     0.6     0.7     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.5    44.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.7    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    24.7    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.1     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   165.3   208.8   649.7  1181.6  1547.0  1764.4  1823.3
            V     110.0   106.6   105.7    95.5    80.6    65.6    44.9    30.0
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   110.0   106.6   105.7    95.5    81.5    68.2    55.6    43.5
            M       0.0   170.9   215.3   649.7  1113.2  1412.5  1541.2  1512.4
Total     : M+      0.0   445.9   563.3  1758.6  3217.4  4245.7  4862.0  5055.6
            V     232.9   224.0   221.6   195.1   155.3   115.6    70.0    30.3
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   232.9   224.0   221.6   195.1   156.3   118.2    80.6    43.7
            M       0.0   451.5   569.8  1758.6  3149.1  4111.2  4638.8  4744.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.03  102.67  105.00
Self wt.  : M    1111.5   968.9   731.2   398.4   127.4   100.8     0.0
(Max)       V       8.9    17.9    26.8    35.8    41.7    42.2    44.2
DL-Prec.  : M     160.9   140.2   105.8    57.7    18.4    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.0     6.1     6.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1207.7  1052.7   794.4   432.8   138.4   109.5     0.0
Haunch (Max)V       9.7    19.4    29.1    38.9    45.3    45.8    48.0
Diaphragm : M      10.5     7.8     5.2     2.5     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     391.2   341.0   257.3   140.2    44.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.7    14.8    15.5
DL-Comp   : M     215.9   188.2   142.0    77.4    24.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.1     8.2     8.6
LL + I    : M+   1764.4  1547.0  1181.6   649.7   208.8   165.3     0.0
            V      44.9    65.6    80.6    95.5   105.7   106.6   110.0
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    55.6    68.2    81.5    95.5   105.7   106.6   110.0
            M    1541.2  1412.5  1113.2   649.7   215.3   170.9    -0.0
Total     : M+   4862.0  4245.7  3217.4  1758.6   563.3   445.9     0.0
            V      70.0   115.6   155.3   195.1   221.6   224.0   232.9
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    80.6   118.2   156.3   195.1   221.6   224.0   232.9
            M    4638.8  4111.2  3149.1  1758.6   569.8   451.5    -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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   126.0   159.2   497.9   914.0  1211.1  1389.4  1448.8
(Max)       V      55.2    52.7    52.1    44.7    33.5    22.4    11.2     0.0
Self wt.  : M       0.0    90.7   114.6   358.5   658.0   872.0  1000.4  1043.2
(Min)       V      39.7    38.0    37.5    32.2    24.1    16.1     8.0     0.0
DL-Prec.  : M       0.0    18.2    23.0    72.1   132.3   175.3   201.1   209.7
DC(Max)     V       8.0     7.6     7.5     6.5     4.9     3.2     1.6     0.0
DL-Prec.  : M       0.0    13.1    16.6    51.9    95.2   126.2   144.8   151.0
DC(Min)     V       5.8     5.5     5.4     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   136.9   173.0   541.0   993.0  1315.9  1509.6  1574.2
Haunch (Max)V      60.0    57.3    56.6    48.6    36.4    24.3    12.1     0.0
Deck +    : M       0.0    98.6   124.6   389.5   715.0   947.4  1086.9  1133.4
Haunch (Min)V      43.2    41.3    40.7    35.0    26.2    17.5     8.7     0.0
Diaphragm : M       0.0     0.7     0.9     3.1     6.4     9.8    13.1    16.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.7     2.2     4.6     7.0     9.4    11.8
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    44.3    56.0   175.2   321.7   426.2   489.0   509.9
DC(Max)     V      19.4    18.6    18.3    15.7    11.8     7.9     3.9     0.0
DL-Comp   : M       0.0    31.9    40.3   126.2   231.6   306.9   352.1   367.1
DC(Min)     V      14.0    13.4    13.2    11.3     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    29.4    37.1   116.0   213.0   282.2   323.8   337.6
DW(Max)     V      12.9    12.3    12.1    10.4     7.8     5.2     2.6     0.0
DL-Comp   : M       0.0    12.7    16.1    50.3    92.3   122.3   140.3   146.3
DW(Min)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   361.6   456.8  1421.3  2584.7  3384.0  3859.6  3988.5
            V     240.6   233.1   231.1   208.8   176.2   143.6    98.3    65.7
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   240.6   233.1   231.1   208.8   178.4   149.3   121.5    95.1
            M       0.0   373.8   471.0  1421.3  2435.1  3089.7  3371.4  3308.4
Total     : M+      0.0   717.2   906.1  2826.7  5165.0  6804.5  7785.5  8085.1
            V     396.3   382.0   378.1   335.1   271.0   206.9   130.1    66.0
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   396.3   382.0   378.1   335.1   273.1   212.6   153.3    95.4
            M       0.0   729.4   920.3  2826.7  5015.5  6510.2  7297.4  7405.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.03  102.67  105.00
Self wt.  : M    1389.4  1211.1   914.0   497.9   159.2   126.0     0.0
(Max)       V      11.2    22.4    33.5    44.7    52.1    52.7    55.2
Self wt.  : M    1000.4   872.0   658.0   358.5   114.6    90.7     0.0
(Min)       V       8.0    16.1    24.1    32.2    37.5    38.0    39.7
DL-Prec.  : M     201.1   175.3   132.3    72.1    23.0    18.2     0.0
DC(Max)     V       1.6     3.2     4.9     6.5     7.5     7.6     8.0
DL-Prec.  : M     144.8   126.2    95.2    51.9    16.6    13.1     0.0
DC(Min)     V       1.2     2.3     3.5     4.7     5.4     5.5     5.8
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
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    1509.6  1315.9   993.0   541.0   173.0   136.9     0.0
Haunch (Max)V      12.1    24.3    36.4    48.6    56.6    57.3    60.0
Deck +    : M    1086.9   947.4   715.0   389.5   124.6    98.6     0.0
Haunch (Min)V       8.7    17.5    26.2    35.0    40.7    41.3    43.2
Diaphragm : M      13.1     9.8     6.4     3.1     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.4     7.0     4.6     2.2     0.7     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     489.0   426.2   321.7   175.2    56.0    44.3     0.0
DC(Max)     V       3.9     7.9    11.8    15.7    18.3    18.6    19.4
DL-Comp   : M     352.1   306.9   231.6   126.2    40.3    31.9     0.0
DC(Min)     V       2.8     5.7     8.5    11.3    13.2    13.4    14.0
DL-Comp   : M     323.8   282.2   213.0   116.0    37.1    29.4     0.0
DW(Max)     V       2.6     5.2     7.8    10.4    12.1    12.3    12.9
DL-Comp   : M     140.3   122.3    92.3    50.3    16.1    12.7     0.0
DW(Min)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   3859.6  3384.0  2584.7  1421.3   456.8   361.6     0.0
            V      98.3   143.6   176.2   208.8   231.1   233.1   240.6
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   121.5   149.3   178.4   208.8   231.1   233.1   240.6
            M    3371.4  3089.7  2435.1  1421.3   471.0   373.8    -0.0
Total     : M+   7785.5  6804.5  5165.0  2826.7   906.1   717.2     0.0
            V     130.1   206.9   271.0   335.1   378.1   382.0   396.3
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   153.3   212.6   273.1   335.1   378.1   382.0   396.3
            M    7297.4  6510.2  5015.5  2826.7   920.3   729.4    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               55.2             55.2
Deck+Haunch            60.0             60.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.0              8.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           97.1             97.1
DL-Comp.(DW)           64.3             64.3
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   100.8   127.4   398.4   731.2   968.9  1111.5  1159.1
(Max)       V      44.2    42.2    41.7    35.8    26.8    17.9     8.9     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    14.6    18.4    57.7   105.8   140.2   160.9   167.7
DC(Max)     V       6.4     6.1     6.0     5.2     3.9     2.6     1.3     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   109.5   138.4   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.3    38.9    29.1    19.4     9.7     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     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
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    35.5    44.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.7    12.6     9.4     6.3     3.1     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    19.6    24.7    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.1     6.9     5.2     3.5     1.7     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   139.7   176.3   542.9   967.5  1262.1  1415.7  1409.9
            V     109.0   105.9   105.1    95.8    82.6    62.9    49.7    36.5
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   109.0   105.9   105.1    95.8    82.6    69.4    56.2    43.0
            M       0.0   139.7   176.3   542.9   967.5  1232.8  1338.6  1284.9
Total     : M+      0.0   420.3   530.9  1651.8  3003.4  3960.9  4513.3  4642.2
            V     231.9   223.3   221.0   195.4   157.4   112.8    74.8    36.7
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   231.9   223.3   221.0   195.4   157.4   119.3    81.3    43.3
            M       0.0   420.3   530.9  1651.8  3003.4  3931.5  4436.1  4517.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.03  102.67  105.00
Self wt.  : M    1111.5   968.9   731.2   398.4   127.4   100.8     0.0
(Max)       V       8.9    17.9    26.8    35.8    41.7    42.2    44.2
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     160.9   140.2   105.8    57.7    18.4    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.0     6.1     6.4
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    1207.7  1052.7   794.4   432.8   138.4   109.5     0.0
Haunch (Max)V       9.7    19.4    29.1    38.9    45.3    45.8    48.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      10.5     7.8     5.2     2.5     0.7     0.6     0.0
(Max)       V       0.3     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     391.2   341.0   257.3   140.2    44.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.7    14.8    15.5
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     215.9   188.2   142.0    77.4    24.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.1     8.2     8.6
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+   1415.7  1262.1   967.5   542.9   176.3   139.7     0.0
            V      49.7    62.9    82.6    95.8   105.1   105.9   109.0
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    56.2    69.4    82.6    95.8   105.1   105.9   109.0
            M    1338.6  1232.8   967.5   542.9   176.3   139.7     0.0
Total     : M+   4513.3  3960.9  3003.4  1651.8   530.9   420.3     0.0
            V      74.8   112.8   157.4   195.4   221.0   223.3   231.9
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    81.3   119.3   157.4   195.4   221.0   223.3   231.9
            M    4436.1  3931.5  3003.4  1651.8   530.9   420.3     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   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.126   0.414   0.732   0.956   1.090   1.136   1.034 
Bottom        -0.102  -0.331  -0.583  -0.758  -0.861  -0.897  -0.818 
 
Prestress
Precast-top   -0.230  -0.377  -0.580  -0.780  -0.878  -0.878  -0.878 
Bottom         2.746   2.859   3.012   3.161   3.234   3.234   3.234 
 
Total
Precast-top   -0.104   0.036   0.152   0.177   0.212   0.258   0.156 
Bottom         2.644   2.527   2.429   2.404   2.373   2.337   2.416 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.60 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.037  -0.201  -0.212  -0.330  -0.507  -0.681  -0.768  -0.768
Bottom         0.550   2.400   2.408   2.498   2.633   2.763   2.827   2.827
 
Self wt.
Precast-top   -0.000   0.098   0.123   0.385   0.704   0.928   1.062   1.107
Bottom        -0.000  -0.079  -0.099  -0.308  -0.561  -0.735  -0.839  -0.875
 
DL-Prec (DC)
Precast-top   -0.000   0.014   0.018   0.056   0.102   0.134   0.154   0.160
Bottom        -0.000  -0.011  -0.014  -0.045  -0.081  -0.106  -0.121  -0.127
 
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   0.002   0.005   0.007   0.010   0.013
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.106   0.134   0.418   0.765   1.008   1.154   1.203
Bottom        -0.000  -0.085  -0.108  -0.335  -0.609  -0.799  -0.911  -0.950
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.011   0.034   0.062   0.082   0.094   0.098
Precast-top   -0.000   0.007   0.008   0.026   0.047   0.062   0.072   0.075
Bottom        -0.000  -0.019  -0.024  -0.075  -0.136  -0.180  -0.206  -0.214
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.019   0.034   0.045   0.052   0.054
Precast-top   -0.000   0.004   0.005   0.014   0.026   0.034   0.040   0.041
Bottom        -0.000  -0.010  -0.013  -0.041  -0.075  -0.099  -0.113  -0.118
 
LL+I(+)
Topping-top   -0.000   0.050   0.064   0.198   0.358   0.467   0.532   0.550
Precast-top   -0.000   0.038   0.048   0.150   0.271   0.354   0.404   0.417
Bottom        -0.000  -0.111  -0.140  -0.433  -0.783  -1.019  -1.159  -1.197
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.064   0.081   0.251   0.455   0.595   0.678   0.702 
Precast-top   -0.037   0.066   0.125   0.721   1.413   1.848   2.127   2.249 
Bottom         0.550   2.084   2.009   1.259   0.383  -0.181  -0.530  -0.665 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.013   0.017   0.053   0.097   0.128   0.146   0.153 
Precast-top   -0.037   0.028   0.077   0.572   1.142   1.494   1.723   1.832 
Bottom         0.550   2.195   2.149   1.692   1.166   0.838   0.628   0.533 
 

 
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   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.126   0.414   0.732   0.956   1.090   1.136   1.034 
Bottom        -0.102  -0.331  -0.583  -0.758  -0.861  -0.897  -0.818 
 
Prestress
Precast-top   -0.230  -0.377  -0.580  -0.780  -0.878  -0.878  -0.878 
Bottom         2.746   2.859   3.012   3.161   3.234   3.234   3.234 
 
Total
Precast-top   -0.104   0.036   0.152   0.177   0.212   0.258   0.156 
Bottom         2.644   2.527   2.429   2.404   2.373   2.337   2.416 
 
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 = 12.60 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.037  -0.201  -0.212  -0.330  -0.507  -0.681  -0.768  -0.768
Bottom         0.550   2.400   2.408   2.498   2.633   2.763   2.827   2.827
 
Self wt.
Precast-top   -0.000   0.098   0.123   0.385   0.704   0.928   1.062   1.107
Bottom        -0.000  -0.079  -0.099  -0.308  -0.561  -0.735  -0.839  -0.875
 
DL-Prec (DC)
Precast-top   -0.000   0.014   0.018   0.056   0.102   0.134   0.154   0.160
Bottom        -0.000  -0.011  -0.014  -0.045  -0.081  -0.106  -0.121  -0.127
 
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   0.002   0.005   0.007   0.010   0.013
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.106   0.134   0.418   0.765   1.008   1.154   1.203
Bottom        -0.000  -0.085  -0.108  -0.335  -0.609  -0.799  -0.911  -0.950
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.011   0.034   0.062   0.082   0.094   0.098
Precast-top   -0.000   0.007   0.008   0.026   0.047   0.062   0.072   0.075
Bottom        -0.000  -0.019  -0.024  -0.075  -0.136  -0.180  -0.206  -0.214
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.019   0.034   0.045   0.052   0.054
Precast-top   -0.000   0.004   0.005   0.014   0.026   0.034   0.040   0.041
Bottom        -0.000  -0.010  -0.013  -0.041  -0.075  -0.099  -0.113  -0.118
 
LL+I(+)
Topping-top   -0.000   0.040   0.051   0.158   0.287   0.374   0.426   0.440
Precast-top   -0.000   0.030   0.039   0.120   0.217   0.283   0.323   0.334
Bottom        -0.000  -0.089  -0.112  -0.347  -0.627  -0.815  -0.927  -0.958
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.054   0.068   0.211   0.383   0.502   0.572   0.593 
Precast-top   -0.037   0.058   0.116   0.691   1.359   1.777   2.046   2.165 
Bottom         0.550   2.106   2.037   1.346   0.540   0.023  -0.299  -0.425 
 

 
 
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    9.97   20.60   31.23   41.87   52.50
F_LL+I(+)
Topping-top   -0.000   0.034   0.043   0.132   0.235   0.305   0.341   0.340
Precast-top   -0.000   0.026   0.033   0.100   0.178   0.231   0.259   0.258
Bottom        -0.000  -0.075  -0.094  -0.290  -0.513  -0.665  -0.744  -0.741
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.051   0.159   0.283   0.369   0.415   0.416 
Precast-top   -0.019   0.040   0.071   0.386   0.749   0.978   1.121   1.174 
Bottom         0.275   1.023   0.980   0.557   0.070  -0.246  -0.430  -0.474 
 

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
    396.3    6.5   67.6    0.748   4.1   6.00e-3 50.0    406.7     1.441    1.760      0.00
      0.0    0.6   67.3     41.9 0.166      29.5 0.87    12.00     0.101    1.204 
Transfer:   3.00
    382.0    6.5   67.6    3.375  18.5   0.93e-3 32.2    311.6     0.594    1.760      0.00
    729.4    2.8   66.2    189.0 0.157      94.3 2.83    12.00     0.101    1.564 
Critical:   6.16
    362.5    6.5   67.6    4.021  18.5  -0.02e-3 28.9    222.7     0.374    1.760      0.00
   1613.0    3.3   65.9    189.0 0.149     161.5 4.87    12.00     0.101    1.642 
0.1L    :  10.63
    335.1    6.5   67.6    4.926  18.5  -0.02e-3 28.9    192.4     0.324    0.827      0.00
   2826.7    4.0   65.6    189.0 0.138     161.4 4.89    12.00     0.101    1.767 
0.2L    :  21.27
    273.1    6.5   64.2    6.076  18.5   0.43e-3 30.5    171.7     0.326    0.496      0.00
   5015.5    4.3   62.1    189.0 0.118     113.3 3.62    24.00     0.101    1.295 
0.3L    :  31.90
    212.6    6.5   66.5    6.076  18.5   1.49e-3 34.2    144.3     0.305    0.413      0.00
   6510.2    4.3   64.4    189.0 0.087      73.4 2.26    24.00     0.101    1.218 
0.4L    :  42.53
    153.3    6.5   67.7    6.076   0.0   1.97e-3 35.9    106.4     0.235    0.413      0.00
   7297.4    4.3   65.6    189.0 0.067      63.9 1.94    24.00     0.101    1.474 
0.5L    :  53.17
     95.4    6.5   67.7    6.076   0.0   1.75e-3 35.1     37.5     0.101    0.413      0.00
   7405.1    4.3   65.6    189.0 0.041      68.5 2.08    24.00     0.101    2.463 
0.6L    :  63.80
    153.3    6.5   67.7    6.076   0.0   1.97e-3 35.9    106.4     0.235    0.413      0.00
   7297.4    4.3   65.6    189.0 0.067      63.9 1.94    24.00     0.101    1.474 
0.7L    :  74.43
    212.6    6.5   66.5    6.076  18.5   1.49e-3 34.2    144.3     0.305    0.413      0.00
   6510.2    4.3   64.4    189.0 0.087      73.4 2.26    24.00     0.101    1.218 
0.8L    :  85.06
    273.1    6.5   64.2    6.076  18.5   0.43e-3 30.5    171.7     0.326    0.496      0.00
   5015.5    4.3   62.1    189.0 0.118     113.3 3.62    24.00     0.101    1.295 
0.9L    :  95.70
    335.1    6.5   67.6    4.926  18.5  -0.02e-3 28.9    192.4     0.324    0.827      0.00
   2826.7    4.0   65.6    189.0 0.138     161.4 4.89    12.00     0.101    1.767 
Critical: 100.17
    362.5    6.5   67.6    4.021  18.5  -0.02e-3 28.9    222.7     0.374    1.760      0.00
   1613.0    3.3   65.9    189.0 0.149     161.5 4.87    12.00     0.101    1.642 
Transfer: 103.33
    382.0    6.5   67.6    3.375  18.5   0.93e-3 32.2    311.6     0.594    1.760      0.00
    729.4    2.8   66.2    189.0 0.157      94.3 2.83    12.00     0.101    1.564 
Bearing : 105.67
    396.3    6.5   67.6    0.748   4.1   6.00e-3 50.0    406.7     1.441    1.760      0.00
      0.0    0.6   67.3     41.9 0.166      29.5 0.87    12.00     0.101    1.204 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1191.02
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.38
 
 
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
    396.3      6.55     67.58    0.62       67.27    24.00      0.300      1.432      0.000      0.000*
Transfer:      2.33
    382.0      6.41     67.58    2.77       66.20    24.00      0.300      1.387      0.000      1.760 
Critical:      5.49
    362.6      6.11     67.58    3.29       65.94    24.00      0.300      1.287      0.000      1.760 
0.1L    :      9.97
    335.1      5.68     67.58    4.02       65.57    24.00      0.300      1.143      0.000      0.827 
0.2L    :     20.60
    273.1      4.89     64.25    4.25       62.12    24.00      0.300      0.878      0.000      0.496 
0.3L    :     31.23
    212.6      3.67     66.54    4.26       64.41    24.00      0.300      0.472      0.000      0.413 
0.4L    :     41.87
    153.3      2.60     67.68    4.26       65.55    24.00      0.300      0.116      0.000      0.413 
0.5L    :     52.50
     95.4      1.62     67.68    4.26       65.55    24.00      0.300      0.000      0.000      0.413 
0.6L    :     63.13
    153.3      2.60     67.68    4.26       65.55    24.00      0.300      0.116      0.000      0.413 
0.7L    :     73.77
    212.6      3.67     66.54    4.26       64.41    24.00      0.300      0.472      0.000      0.413 
0.8L    :     84.40
    273.1      4.89     64.25    4.25       62.12    24.00      0.300      0.878      0.000      0.496 
0.9L    :     95.03
    335.1      5.68     67.58    4.02       65.57    24.00      0.300      1.143      0.000      0.827 
Critical:     99.51
    362.6      6.11     67.58    3.29       65.94    24.00      0.300      1.287      0.000      1.760 
Transfer:    102.67
    382.0      6.41     67.58    2.77       66.20    24.00      0.300      1.387      0.000      1.760 
Bearing :    105.00
    396.3      6.55     67.58    0.62       67.27    24.00      0.300      1.432      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.97 ft
Prestress      :       0.964  1.80      1.735  2.20      2.120
Self Wt.       :      -0.381  1.85     -0.704  2.40     -0.914
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          :       0.583            1.030            1.207
 
At 0.2 x L = 20.60 ft
Prestress      :       1.731  1.80      3.116  2.20      3.808
Self Wt.       :      -0.716  1.85     -1.324  2.40     -1.717
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          :       1.015            1.792            2.091
 
At 0.3 x L = 31.23 ft
Prestress      :       2.281  1.80      4.107  2.20      5.019
Self Wt.       :      -0.973  1.85     -1.799  2.40     -2.334
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          :       1.309            2.307            2.685
 
At 0.4 x L = 41.87 ft
Prestress      :       2.615  1.80      4.707  2.20      5.753
Self Wt.       :      -1.135  1.85     -2.099  2.40     -2.723
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          :       1.480            2.608            3.030
 
At 0.5 x L = 52.50 ft
Prestress      :       2.731  1.80      4.915  2.20      6.007
Self Wt.       :      -1.191  1.85     -2.204  2.40     -2.860
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          :       1.539            2.711            3.148
 
At 0.6 x L = 63.13 ft
Prestress      :       2.615  1.80      4.707  2.20      5.753
Self Wt.       :      -1.135  1.85     -2.099  2.40     -2.723
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          :       1.480            2.608            3.030
 
At 0.7 x L = 73.77 ft
Prestress      :       2.281  1.80      4.107  2.20      5.019
Self Wt.       :      -0.973  1.85     -1.799  2.40     -2.334
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          :       1.309            2.307            2.685
 
At 0.8 x L = 84.40 ft
Prestress      :       1.731  1.80      3.116  2.20      3.808
Self Wt.       :      -0.716  1.85     -1.324  2.40     -1.717
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          :       1.015            1.792            2.091
 
At 0.9 x L = 95.03 ft
Prestress      :       0.964  1.80      1.735  2.20      2.120
Self Wt.       :      -0.381  1.85     -0.704  2.40     -0.914
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          :       0.583            1.030            1.207
 

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
   717.2    60.3  3.937  265.9    3.3   2.77   5141.8  0.061T 1.00       -       -     -     -  
H/2     :   2.97
   906.1    60.5  4.087  265.8    3.4   2.88   5342.8  0.058T 1.00       -       -     -     -  
0.1L    :   9.97
  2826.7    62.0  5.748  264.2    4.7   4.02   7587.1  0.041T 1.00       -       -     -     -  
0.2L    :  20.60
  5165.0    64.2  6.076  264.1    5.0   4.25   8307.8  0.039T 1.00   6505.4  6505.4    1.28    -  
0.3L    :  31.23
  6804.5    66.5  6.076  264.3    5.0   4.26   8619.7  0.038T 1.00   6597.6  6597.6    1.31    -  
0.4L    :  41.87
  7785.5    67.7  6.076  264.4    5.0   4.26   8775.7  0.038T 1.00   6621.9  6621.9    1.33    -  
0.5L    :  52.50
  8085.1    67.7  6.076  264.4    5.0   4.26   8775.7  0.038T 1.00   6574.5  6574.5    1.33    -  
0.6L    :  63.13
  7785.5    67.7  6.076  264.4    5.0   4.26   8775.7  0.038T 1.00   6621.9  6621.9    1.33    -  
0.7L    :  73.77
  6804.5    66.5  6.076  264.3    5.0   4.26   8619.7  0.038T 1.00   6597.6  6597.6    1.31    -  
0.8L    :  84.40
  5165.0    64.2  6.076  264.1    5.0   4.25   8307.8  0.039T 1.00   6505.4  6505.4    1.28    -  
0.9L    :  95.03
  2826.7    62.0  5.748  264.2    4.7   4.02   7587.1  0.041T 1.00       -       -     -     -  
H/2     : 102.03
   906.1    60.5  4.087  265.8    3.4   2.88   5342.8  0.058T 1.00       -       -     -     -  
Transfer: 102.67
   717.2    60.3  3.937  265.9    3.3   2.77   5141.8  0.061T 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 1-14; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.049
        M   2.00 Fb     0.144
 
  2   2 E  60.00 Ft     0.338
        M   4.00 Fb     0.094
 
  3   2 E  58.00 Ft     0.614
        M   2.00 Fb     0.055
 
  4   2 E   6.00 Ft     0.564
        M   6.00 Fb     0.278
 
  5   2 E   6.00 Ft     0.514
        M   6.00 Fb     0.501
 
  6   2 E   6.00 Ft     0.464
        M   6.00 Fb     0.725
 
  7   2 E   6.00 Ft     0.413
        M   6.00 Fb     0.948
 
  8   2 E   4.00 Ft     0.349
        M   4.00 Fb     1.183
 
  9   2 E   4.00 Ft     0.285
        M   4.00 Fb     1.417
 
 10   2 E   2.00 Ft     0.207
        M   2.00 Fb     1.662
 
 11   2 E   2.00 Ft     0.130
        M   2.00 Fb     1.908
 
 12   2 E   2.00 Ft     0.052
        M   2.00 Fb     2.153
 
 13   2 E   2.00 Ft    -0.026
        M   2.00 Fb     2.399
 
 14   2 E   2.00 Ft    -0.104
        M   2.00 Fb     2.644
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 106.33            Release Length, ft: 106.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  28
No. of strands, Draped:   4           No. of strands, Straight:  24
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  6.47 %               Final losses: 12.69 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.644     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.104       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  8775.69     8085.11     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   0.702     Midspan    1.800   0.153     Midspan
    Pre.Top:   3.600   2.249     Midspan    2.700   1.832     Midspan
    Pre.Bot:   3.600   2.084    Transfer    2.700   2.195    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.037     Bearing
    Pre.Bot:  -0.465  -0.425     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.174     Midspan
    Pre.Bot:                                                             2.400   1.023    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.731  1.80      4.915  2.20      6.007
Self Wt.       :      -1.191  1.85     -2.204  2.40     -2.860
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          :       1.539            2.711            3.148
 
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  105.00
     DC  Line       0.087      0.00       0.087  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.330 ft
Release length = 106.330 ft
Design  length = 105.000 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)  : 0.754   (Calculated)    
Live Moment (1  lane  loaded)  : 0.517   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.138   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.910   (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           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 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 = 0.8748

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     9.97    20.60    31.23    41.87    52.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    814.4    839.0    839.0    839.0    839.0    839.0    839.0    839.0
  Yb      ,  in    28.60    28.08    28.07    28.02    27.93    27.84    27.80    27.80
  MI(Ixx) , in4   424876   432460   432608   434322   437190   440376   442088   442088
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1581.3   1604.2   1604.2   1604.2   1604.2   1604.2   1604.2   1604.2
  Yb      ,  in    47.38    46.86    46.86    46.83    46.79    46.75    46.73    46.73
  MI(Ixx) , in4  1019819  1050064  1050353  1053613  1058815  1064319  1067184  1067184

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 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           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  28 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 37.22 ft from member end )
END PATTERN (Ycg = 11.57 in):
    12 @  2.000 in     4 @  4.000 in     8 @  6.000 in     2 @ 58.000 in
     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.57 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  2.000 in     4 @  4.000 in     8 @  6.000 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     =    6.08 in2      Initial Pull          =     1191.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.018 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.022 ft
Holddown Force        =  21.170 kips     Beam Shrtng (PL/AE)   =      0.394 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)       
--------------------------------------------------------------------------------------
      2979.572         740 2204.883     22.081 89428.156  1400.867     666.732        
 
 
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       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     11.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.6670     20.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.6670     30.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      30.6670     75.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      75.6631     85.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      85.6631     94.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00      94.6631     99.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      99.1631     99.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      99.7050    105.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00     105.2050    105.7050     No
      2      US#6[M19]       60.00        0.88       6.00     105.7050    106.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     106.2050    106.3300     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 105.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.0760 in2       Ycg =  3.57 in
         P_init    =     1191.0 kips  Ecc = 25.18 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.68 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.044 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.54 ksi    0.00 ksi
    due to Composite Loads                                 -1.80 ksi    0.00 ksi
    due to Live Loads                                      -5.17 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                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.29 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.68 ksi  ( 6.47 %)            12.19 ksi ( 6.22 %)
Total Prestress Losses                                    24.88 ksi (12.69 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.1 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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   100.8   127.4   398.4   731.2   968.9  1111.5  1159.1
(Max)       V      44.2    42.2    41.7    35.8    26.8    17.9     8.9     0.0
DL-Prec.  : M       0.0    14.6    18.4    57.7   105.8   140.2   160.9   167.7
DC(Max)     V       6.4     6.1     6.0     5.2     3.9     2.6     1.3     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   109.5   138.4   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.3    38.9    29.1    19.4     9.7     0.0
Diaphragm : M       0.0     0.6     0.7     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.5    44.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.7    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    24.7    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.1     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   206.7   261.0   812.2  1477.0  1933.7  2205.5  2279.1
            V     137.5   133.2   132.1   119.3   100.7    82.1    56.2    37.5
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   137.5   133.2   132.1   119.3   101.9    85.3    69.4    54.3
            M       0.0   213.6   269.1   812.2  1391.5  1765.6  1926.5  1890.5
Total     : M+      0.0   487.2   615.5  1921.0  3512.8  4632.5  5303.1  5511.4
            V     260.4   250.7   248.0   218.9   175.5   132.0    81.2    37.8
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   260.4   250.7   248.0   218.9   176.7   135.2    94.5    54.6
            M       0.0   494.2   623.6  1921.0  3427.4  4464.3  5024.1  5122.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.03  102.67  105.00
Self wt.  : M    1111.5   968.9   731.2   398.4   127.4   100.8     0.0
(Max)       V       8.9    17.9    26.8    35.8    41.7    42.2    44.2
DL-Prec.  : M     160.9   140.2   105.8    57.7    18.4    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.0     6.1     6.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1207.7  1052.7   794.4   432.8   138.4   109.5     0.0
Haunch (Max)V       9.7    19.4    29.1    38.9    45.3    45.8    48.0
Diaphragm : M      10.5     7.8     5.2     2.5     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     391.2   341.0   257.3   140.2    44.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.7    14.8    15.5
DL-Comp   : M     215.9   188.2   142.0    77.4    24.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.1     8.2     8.6
LL + I    : M+   2205.5  1933.7  1477.0   812.2   261.0   206.7     0.0
            V      56.2    82.1   100.7   119.3   132.1   133.2   137.5
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    69.4    85.3   101.9   119.3   132.1   133.2   137.5
            M    1926.5  1765.6  1391.5   812.2   269.1   213.6    -0.0
Total     : M+   5303.1  4632.5  3512.8  1921.0   615.5   487.2     0.0
            V      81.2   132.0   175.5   218.9   248.0   250.7   260.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    94.5   135.2   176.7   218.9   248.0   250.7   260.4
            M    5024.1  4464.3  3427.4  1921.0   623.6   494.2    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               44.2             44.2
Deck+Haunch            48.0             48.0
Diaphragm               0.2              0.3
DL-Prec.(DC)            6.4              6.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.7             77.7
DL-Comp.(DW)           42.9             42.9
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   100.8   127.4   398.4   731.2   968.9  1111.5  1159.1
(Max)       V      44.2    42.2    41.7    35.8    26.8    17.9     8.9     0.0
DL-Prec.  : M       0.0    14.6    18.4    57.7   105.8   140.2   160.9   167.7
DC(Max)     V       6.4     6.1     6.0     5.2     3.9     2.6     1.3     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   109.5   138.4   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.3    38.9    29.1    19.4     9.7     0.0
Diaphragm : M       0.0     0.6     0.7     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.5    44.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.7    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    24.7    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.1     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   165.3   208.8   649.7  1181.6  1547.0  1764.4  1823.3
            V     110.0   106.6   105.7    95.5    80.6    65.6    44.9    30.0
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   110.0   106.6   105.7    95.5    81.5    68.2    55.6    43.5
            M       0.0   170.9   215.3   649.7  1113.2  1412.5  1541.2  1512.4
Total     : M+      0.0   445.9   563.3  1758.6  3217.4  4245.7  4862.0  5055.6
            V     232.9   224.0   221.6   195.1   155.3   115.6    70.0    30.3
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   232.9   224.0   221.6   195.1   156.3   118.2    80.6    43.7
            M       0.0   451.5   569.8  1758.6  3149.1  4111.2  4638.8  4744.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.03  102.67  105.00
Self wt.  : M    1111.5   968.9   731.2   398.4   127.4   100.8     0.0
(Max)       V       8.9    17.9    26.8    35.8    41.7    42.2    44.2
DL-Prec.  : M     160.9   140.2   105.8    57.7    18.4    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.0     6.1     6.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1207.7  1052.7   794.4   432.8   138.4   109.5     0.0
Haunch (Max)V       9.7    19.4    29.1    38.9    45.3    45.8    48.0
Diaphragm : M      10.5     7.8     5.2     2.5     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     391.2   341.0   257.3   140.2    44.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.7    14.8    15.5
DL-Comp   : M     215.9   188.2   142.0    77.4    24.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.1     8.2     8.6
LL + I    : M+   1764.4  1547.0  1181.6   649.7   208.8   165.3     0.0
            V      44.9    65.6    80.6    95.5   105.7   106.6   110.0
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    55.6    68.2    81.5    95.5   105.7   106.6   110.0
            M    1541.2  1412.5  1113.2   649.7   215.3   170.9    -0.0
Total     : M+   4862.0  4245.7  3217.4  1758.6   563.3   445.9     0.0
            V      70.0   115.6   155.3   195.1   221.6   224.0   232.9
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    80.6   118.2   156.3   195.1   221.6   224.0   232.9
            M    4638.8  4111.2  3149.1  1758.6   569.8   451.5    -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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   126.0   159.2   497.9   914.0  1211.1  1389.4  1448.8
(Max)       V      55.2    52.7    52.1    44.7    33.5    22.4    11.2     0.0
Self wt.  : M       0.0    90.7   114.6   358.5   658.0   872.0  1000.4  1043.2
(Min)       V      39.7    38.0    37.5    32.2    24.1    16.1     8.0     0.0
DL-Prec.  : M       0.0    18.2    23.0    72.1   132.3   175.3   201.1   209.7
DC(Max)     V       8.0     7.6     7.5     6.5     4.9     3.2     1.6     0.0
DL-Prec.  : M       0.0    13.1    16.6    51.9    95.2   126.2   144.8   151.0
DC(Min)     V       5.8     5.5     5.4     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   136.9   173.0   541.0   993.0  1315.9  1509.6  1574.2
Haunch (Max)V      60.0    57.3    56.6    48.6    36.4    24.3    12.1     0.0
Deck +    : M       0.0    98.6   124.6   389.5   715.0   947.4  1086.9  1133.4
Haunch (Min)V      43.2    41.3    40.7    35.0    26.2    17.5     8.7     0.0
Diaphragm : M       0.0     0.7     0.9     3.1     6.4     9.8    13.1    16.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.7     2.2     4.6     7.0     9.4    11.8
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    44.3    56.0   175.2   321.7   426.2   489.0   509.9
DC(Max)     V      19.4    18.6    18.3    15.7    11.8     7.9     3.9     0.0
DL-Comp   : M       0.0    31.9    40.3   126.2   231.6   306.9   352.1   367.1
DC(Min)     V      14.0    13.4    13.2    11.3     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    29.4    37.1   116.0   213.0   282.2   323.8   337.6
DW(Max)     V      12.9    12.3    12.1    10.4     7.8     5.2     2.6     0.0
DL-Comp   : M       0.0    12.7    16.1    50.3    92.3   122.3   140.3   146.3
DW(Min)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   361.6   456.8  1421.3  2584.7  3384.0  3859.6  3988.5
            V     240.6   233.1   231.1   208.8   176.2   143.6    98.3    65.7
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   240.6   233.1   231.1   208.8   178.4   149.3   121.5    95.1
            M       0.0   373.8   471.0  1421.3  2435.1  3089.7  3371.4  3308.4
Total     : M+      0.0   717.2   906.1  2826.7  5165.0  6804.5  7785.5  8085.1
            V     396.3   382.0   378.1   335.1   271.0   206.9   130.1    66.0
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   396.3   382.0   378.1   335.1   273.1   212.6   153.3    95.4
            M       0.0   729.4   920.3  2826.7  5015.5  6510.2  7297.4  7405.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.03  102.67  105.00
Self wt.  : M    1389.4  1211.1   914.0   497.9   159.2   126.0     0.0
(Max)       V      11.2    22.4    33.5    44.7    52.1    52.7    55.2
Self wt.  : M    1000.4   872.0   658.0   358.5   114.6    90.7     0.0
(Min)       V       8.0    16.1    24.1    32.2    37.5    38.0    39.7
DL-Prec.  : M     201.1   175.3   132.3    72.1    23.0    18.2     0.0
DC(Max)     V       1.6     3.2     4.9     6.5     7.5     7.6     8.0
DL-Prec.  : M     144.8   126.2    95.2    51.9    16.6    13.1     0.0
DC(Min)     V       1.2     2.3     3.5     4.7     5.4     5.5     5.8
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
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    1509.6  1315.9   993.0   541.0   173.0   136.9     0.0
Haunch (Max)V      12.1    24.3    36.4    48.6    56.6    57.3    60.0
Deck +    : M    1086.9   947.4   715.0   389.5   124.6    98.6     0.0
Haunch (Min)V       8.7    17.5    26.2    35.0    40.7    41.3    43.2
Diaphragm : M      13.1     9.8     6.4     3.1     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.4     7.0     4.6     2.2     0.7     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     489.0   426.2   321.7   175.2    56.0    44.3     0.0
DC(Max)     V       3.9     7.9    11.8    15.7    18.3    18.6    19.4
DL-Comp   : M     352.1   306.9   231.6   126.2    40.3    31.9     0.0
DC(Min)     V       2.8     5.7     8.5    11.3    13.2    13.4    14.0
DL-Comp   : M     323.8   282.2   213.0   116.0    37.1    29.4     0.0
DW(Max)     V       2.6     5.2     7.8    10.4    12.1    12.3    12.9
DL-Comp   : M     140.3   122.3    92.3    50.3    16.1    12.7     0.0
DW(Min)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   3859.6  3384.0  2584.7  1421.3   456.8   361.6     0.0
            V      98.3   143.6   176.2   208.8   231.1   233.1   240.6
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   121.5   149.3   178.4   208.8   231.1   233.1   240.6
            M    3371.4  3089.7  2435.1  1421.3   471.0   373.8    -0.0
Total     : M+   7785.5  6804.5  5165.0  2826.7   906.1   717.2     0.0
            V     130.1   206.9   271.0   335.1   378.1   382.0   396.3
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   153.3   212.6   273.1   335.1   378.1   382.0   396.3
            M    7297.4  6510.2  5015.5  2826.7   920.3   729.4    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               55.2             55.2
Deck+Haunch            60.0             60.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.0              8.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           97.1             97.1
DL-Comp.(DW)           64.3             64.3
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   100.8   127.4   398.4   731.2   968.9  1111.5  1159.1
(Max)       V      44.2    42.2    41.7    35.8    26.8    17.9     8.9     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    14.6    18.4    57.7   105.8   140.2   160.9   167.7
DC(Max)     V       6.4     6.1     6.0     5.2     3.9     2.6     1.3     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   109.5   138.4   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.3    38.9    29.1    19.4     9.7     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     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
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    35.5    44.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.7    12.6     9.4     6.3     3.1     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    19.6    24.7    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.1     6.9     5.2     3.5     1.7     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   139.7   176.3   542.9   967.5  1262.1  1415.7  1409.9
            V     109.0   105.9   105.1    95.8    82.6    62.9    49.7    36.5
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   109.0   105.9   105.1    95.8    82.6    69.4    56.2    43.0
            M       0.0   139.7   176.3   542.9   967.5  1232.8  1338.6  1284.9
Total     : M+      0.0   420.3   530.9  1651.8  3003.4  3960.9  4513.3  4642.2
            V     231.9   223.3   221.0   195.4   157.4   112.8    74.8    36.7
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   231.9   223.3   221.0   195.4   157.4   119.3    81.3    43.3
            M       0.0   420.3   530.9  1651.8  3003.4  3931.5  4436.1  4517.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.03  102.67  105.00
Self wt.  : M    1111.5   968.9   731.2   398.4   127.4   100.8     0.0
(Max)       V       8.9    17.9    26.8    35.8    41.7    42.2    44.2
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     160.9   140.2   105.8    57.7    18.4    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.0     6.1     6.4
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    1207.7  1052.7   794.4   432.8   138.4   109.5     0.0
Haunch (Max)V       9.7    19.4    29.1    38.9    45.3    45.8    48.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      10.5     7.8     5.2     2.5     0.7     0.6     0.0
(Max)       V       0.3     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     391.2   341.0   257.3   140.2    44.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.7    14.8    15.5
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     215.9   188.2   142.0    77.4    24.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.1     8.2     8.6
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+   1415.7  1262.1   967.5   542.9   176.3   139.7     0.0
            V      49.7    62.9    82.6    95.8   105.1   105.9   109.0
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    56.2    69.4    82.6    95.8   105.1   105.9   109.0
            M    1338.6  1232.8   967.5   542.9   176.3   139.7     0.0
Total     : M+   4513.3  3960.9  3003.4  1651.8   530.9   420.3     0.0
            V      74.8   112.8   157.4   195.4   221.0   223.3   231.9
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    81.3   119.3   157.4   195.4   221.0   223.3   231.9
            M    4436.1  3931.5  3003.4  1651.8   530.9   420.3     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   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.126   0.414   0.732   0.956   1.090   1.136   1.034 
Bottom        -0.102  -0.331  -0.583  -0.758  -0.861  -0.897  -0.818 
 
Prestress
Precast-top   -0.230  -0.377  -0.580  -0.780  -0.878  -0.878  -0.878 
Bottom         2.746   2.859   3.012   3.161   3.234   3.234   3.234 
 
Total
Precast-top   -0.104   0.036   0.152   0.177   0.212   0.258   0.156 
Bottom         2.644   2.527   2.429   2.404   2.373   2.337   2.416 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.60 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.037  -0.201  -0.212  -0.330  -0.507  -0.681  -0.768  -0.768
Bottom         0.550   2.400   2.408   2.498   2.633   2.763   2.827   2.827
 
Self wt.
Precast-top   -0.000   0.098   0.123   0.385   0.704   0.928   1.062   1.107
Bottom        -0.000  -0.079  -0.099  -0.308  -0.561  -0.735  -0.839  -0.875
 
DL-Prec (DC)
Precast-top   -0.000   0.014   0.018   0.056   0.102   0.134   0.154   0.160
Bottom        -0.000  -0.011  -0.014  -0.045  -0.081  -0.106  -0.121  -0.127
 
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   0.002   0.005   0.007   0.010   0.013
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.106   0.134   0.418   0.765   1.008   1.154   1.203
Bottom        -0.000  -0.085  -0.108  -0.335  -0.609  -0.799  -0.911  -0.950
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.011   0.034   0.062   0.082   0.094   0.098
Precast-top   -0.000   0.007   0.008   0.026   0.047   0.062   0.072   0.075
Bottom        -0.000  -0.019  -0.024  -0.075  -0.136  -0.180  -0.206  -0.214
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.019   0.034   0.045   0.052   0.054
Precast-top   -0.000   0.004   0.005   0.014   0.026   0.034   0.040   0.041
Bottom        -0.000  -0.010  -0.013  -0.041  -0.075  -0.099  -0.113  -0.118
 
LL+I(+)
Topping-top   -0.000   0.050   0.064   0.198   0.358   0.467   0.532   0.550
Precast-top   -0.000   0.038   0.048   0.150   0.271   0.354   0.404   0.417
Bottom        -0.000  -0.111  -0.140  -0.433  -0.783  -1.019  -1.159  -1.197
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.064   0.081   0.251   0.455   0.595   0.678   0.702 
Precast-top   -0.037   0.066   0.125   0.721   1.413   1.848   2.127   2.249 
Bottom         0.550   2.084   2.009   1.259   0.383  -0.181  -0.530  -0.665 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.013   0.017   0.053   0.097   0.128   0.146   0.153 
Precast-top   -0.037   0.028   0.077   0.572   1.142   1.494   1.723   1.832 
Bottom         0.550   2.195   2.149   1.692   1.166   0.838   0.628   0.533 
 

 
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   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.126   0.414   0.732   0.956   1.090   1.136   1.034 
Bottom        -0.102  -0.331  -0.583  -0.758  -0.861  -0.897  -0.818 
 
Prestress
Precast-top   -0.230  -0.377  -0.580  -0.780  -0.878  -0.878  -0.878 
Bottom         2.746   2.859   3.012   3.161   3.234   3.234   3.234 
 
Total
Precast-top   -0.104   0.036   0.152   0.177   0.212   0.258   0.156 
Bottom         2.644   2.527   2.429   2.404   2.373   2.337   2.416 
 
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 = 12.60 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.037  -0.201  -0.212  -0.330  -0.507  -0.681  -0.768  -0.768
Bottom         0.550   2.400   2.408   2.498   2.633   2.763   2.827   2.827
 
Self wt.
Precast-top   -0.000   0.098   0.123   0.385   0.704   0.928   1.062   1.107
Bottom        -0.000  -0.079  -0.099  -0.308  -0.561  -0.735  -0.839  -0.875
 
DL-Prec (DC)
Precast-top   -0.000   0.014   0.018   0.056   0.102   0.134   0.154   0.160
Bottom        -0.000  -0.011  -0.014  -0.045  -0.081  -0.106  -0.121  -0.127
 
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   0.002   0.005   0.007   0.010   0.013
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.106   0.134   0.418   0.765   1.008   1.154   1.203
Bottom        -0.000  -0.085  -0.108  -0.335  -0.609  -0.799  -0.911  -0.950
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.011   0.034   0.062   0.082   0.094   0.098
Precast-top   -0.000   0.007   0.008   0.026   0.047   0.062   0.072   0.075
Bottom        -0.000  -0.019  -0.024  -0.075  -0.136  -0.180  -0.206  -0.214
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.019   0.034   0.045   0.052   0.054
Precast-top   -0.000   0.004   0.005   0.014   0.026   0.034   0.040   0.041
Bottom        -0.000  -0.010  -0.013  -0.041  -0.075  -0.099  -0.113  -0.118
 
LL+I(+)
Topping-top   -0.000   0.040   0.051   0.158   0.287   0.374   0.426   0.440
Precast-top   -0.000   0.030   0.039   0.120   0.217   0.283   0.323   0.334
Bottom        -0.000  -0.089  -0.112  -0.347  -0.627  -0.815  -0.927  -0.958
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.054   0.068   0.211   0.383   0.502   0.572   0.593 
Precast-top   -0.037   0.058   0.116   0.691   1.359   1.777   2.046   2.165 
Bottom         0.550   2.106   2.037   1.346   0.540   0.023  -0.299  -0.425 
 

 
 
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    9.97   20.60   31.23   41.87   52.50
F_LL+I(+)
Topping-top   -0.000   0.034   0.043   0.132   0.235   0.305   0.341   0.340
Precast-top   -0.000   0.026   0.033   0.100   0.178   0.231   0.259   0.258
Bottom        -0.000  -0.075  -0.094  -0.290  -0.513  -0.665  -0.744  -0.741
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.051   0.159   0.283   0.369   0.415   0.416 
Precast-top   -0.019   0.040   0.071   0.386   0.749   0.978   1.121   1.174 
Bottom         0.275   1.023   0.980   0.557   0.070  -0.246  -0.430  -0.474 
 

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
    396.3    6.5   67.6    0.748   4.1   6.00e-3 50.0    406.7     1.441    1.760      0.00
      0.0    0.6   67.3     41.9 0.166      29.5 0.87    12.00     0.101    1.204 
Transfer:   3.00
    382.0    6.5   67.6    3.375  18.5   0.93e-3 32.2    311.6     0.594    1.760      0.00
    729.4    2.8   66.2    189.0 0.157      94.3 2.83    12.00     0.101    1.564 
Critical:   6.16
    362.5    6.5   67.6    4.021  18.5  -0.02e-3 28.9    222.7     0.374    1.760      0.00
   1613.0    3.3   65.9    189.0 0.149     161.5 4.87    12.00     0.101    1.642 
0.1L    :  10.63
    335.1    6.5   67.6    4.926  18.5  -0.02e-3 28.9    192.4     0.324    0.827      0.00
   2826.7    4.0   65.6    189.0 0.138     161.4 4.89    12.00     0.101    1.767 
0.2L    :  21.27
    273.1    6.5   64.2    6.076  18.5   0.43e-3 30.5    171.7     0.326    0.496      0.00
   5015.5    4.3   62.1    189.0 0.118     113.3 3.62    24.00     0.101    1.295 
0.3L    :  31.90
    212.6    6.5   66.5    6.076  18.5   1.49e-3 34.2    144.3     0.305    0.413      0.00
   6510.2    4.3   64.4    189.0 0.087      73.4 2.26    24.00     0.101    1.218 
0.4L    :  42.53
    153.3    6.5   67.7    6.076   0.0   1.97e-3 35.9    106.4     0.235    0.413      0.00
   7297.4    4.3   65.6    189.0 0.067      63.9 1.94    24.00     0.101    1.474 
0.5L    :  53.17
     95.4    6.5   67.7    6.076   0.0   1.75e-3 35.1     37.5     0.101    0.413      0.00
   7405.1    4.3   65.6    189.0 0.041      68.5 2.08    24.00     0.101    2.463 
0.6L    :  63.80
    153.3    6.5   67.7    6.076   0.0   1.97e-3 35.9    106.4     0.235    0.413      0.00
   7297.4    4.3   65.6    189.0 0.067      63.9 1.94    24.00     0.101    1.474 
0.7L    :  74.43
    212.6    6.5   66.5    6.076  18.5   1.49e-3 34.2    144.3     0.305    0.413      0.00
   6510.2    4.3   64.4    189.0 0.087      73.4 2.26    24.00     0.101    1.218 
0.8L    :  85.06
    273.1    6.5   64.2    6.076  18.5   0.43e-3 30.5    171.7     0.326    0.496      0.00
   5015.5    4.3   62.1    189.0 0.118     113.3 3.62    24.00     0.101    1.295 
0.9L    :  95.70
    335.1    6.5   67.6    4.926  18.5  -0.02e-3 28.9    192.4     0.324    0.827      0.00
   2826.7    4.0   65.6    189.0 0.138     161.4 4.89    12.00     0.101    1.767 
Critical: 100.17
    362.5    6.5   67.6    4.021  18.5  -0.02e-3 28.9    222.7     0.374    1.760      0.00
   1613.0    3.3   65.9    189.0 0.149     161.5 4.87    12.00     0.101    1.642 
Transfer: 103.33
    382.0    6.5   67.6    3.375  18.5   0.93e-3 32.2    311.6     0.594    1.760      0.00
    729.4    2.8   66.2    189.0 0.157      94.3 2.83    12.00     0.101    1.564 
Bearing : 105.67
    396.3    6.5   67.6    0.748   4.1   6.00e-3 50.0    406.7     1.441    1.760      0.00
      0.0    0.6   67.3     41.9 0.166      29.5 0.87    12.00     0.101    1.204 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1191.02
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.38
 
 
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
    396.3      6.55     67.58    0.62       67.27    24.00      0.300      1.432      0.000      0.000*
Transfer:      2.33
    382.0      6.41     67.58    2.77       66.20    24.00      0.300      1.387      0.000      1.760 
Critical:      5.49
    362.6      6.11     67.58    3.29       65.94    24.00      0.300      1.287      0.000      1.760 
0.1L    :      9.97
    335.1      5.68     67.58    4.02       65.57    24.00      0.300      1.143      0.000      0.827 
0.2L    :     20.60
    273.1      4.89     64.25    4.25       62.12    24.00      0.300      0.878      0.000      0.496 
0.3L    :     31.23
    212.6      3.67     66.54    4.26       64.41    24.00      0.300      0.472      0.000      0.413 
0.4L    :     41.87
    153.3      2.60     67.68    4.26       65.55    24.00      0.300      0.116      0.000      0.413 
0.5L    :     52.50
     95.4      1.62     67.68    4.26       65.55    24.00      0.300      0.000      0.000      0.413 
0.6L    :     63.13
    153.3      2.60     67.68    4.26       65.55    24.00      0.300      0.116      0.000      0.413 
0.7L    :     73.77
    212.6      3.67     66.54    4.26       64.41    24.00      0.300      0.472      0.000      0.413 
0.8L    :     84.40
    273.1      4.89     64.25    4.25       62.12    24.00      0.300      0.878      0.000      0.496 
0.9L    :     95.03
    335.1      5.68     67.58    4.02       65.57    24.00      0.300      1.143      0.000      0.827 
Critical:     99.51
    362.6      6.11     67.58    3.29       65.94    24.00      0.300      1.287      0.000      1.760 
Transfer:    102.67
    382.0      6.41     67.58    2.77       66.20    24.00      0.300      1.387      0.000      1.760 
Bearing :    105.00
    396.3      6.55     67.58    0.62       67.27    24.00      0.300      1.432      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.97 ft
Prestress      :       0.964  1.80      1.735  2.20      2.120
Self Wt.       :      -0.381  1.85     -0.704  2.40     -0.914
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          :       0.583            1.030            1.207
 
At 0.2 x L = 20.60 ft
Prestress      :       1.731  1.80      3.116  2.20      3.808
Self Wt.       :      -0.716  1.85     -1.324  2.40     -1.717
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          :       1.015            1.792            2.091
 
At 0.3 x L = 31.23 ft
Prestress      :       2.281  1.80      4.107  2.20      5.019
Self Wt.       :      -0.973  1.85     -1.799  2.40     -2.334
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          :       1.309            2.307            2.685
 
At 0.4 x L = 41.87 ft
Prestress      :       2.615  1.80      4.707  2.20      5.753
Self Wt.       :      -1.135  1.85     -2.099  2.40     -2.723
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          :       1.480            2.608            3.030
 
At 0.5 x L = 52.50 ft
Prestress      :       2.731  1.80      4.915  2.20      6.007
Self Wt.       :      -1.191  1.85     -2.204  2.40     -2.860
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          :       1.539            2.711            3.148
 
At 0.6 x L = 63.13 ft
Prestress      :       2.615  1.80      4.707  2.20      5.753
Self Wt.       :      -1.135  1.85     -2.099  2.40     -2.723
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          :       1.480            2.608            3.030
 
At 0.7 x L = 73.77 ft
Prestress      :       2.281  1.80      4.107  2.20      5.019
Self Wt.       :      -0.973  1.85     -1.799  2.40     -2.334
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          :       1.309            2.307            2.685
 
At 0.8 x L = 84.40 ft
Prestress      :       1.731  1.80      3.116  2.20      3.808
Self Wt.       :      -0.716  1.85     -1.324  2.40     -1.717
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          :       1.015            1.792            2.091
 
At 0.9 x L = 95.03 ft
Prestress      :       0.964  1.80      1.735  2.20      2.120
Self Wt.       :      -0.381  1.85     -0.704  2.40     -0.914
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          :       0.583            1.030            1.207
 

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
   717.2    60.3  3.937  265.9    3.3   2.77   5141.8  0.061T 1.00       -       -     -     -  
H/2     :   2.97
   906.1    60.5  4.087  265.8    3.4   2.88   5342.8  0.058T 1.00       -       -     -     -  
0.1L    :   9.97
  2826.7    62.0  5.748  264.2    4.7   4.02   7587.1  0.041T 1.00       -       -     -     -  
0.2L    :  20.60
  5165.0    64.2  6.076  264.1    5.0   4.25   8307.8  0.039T 1.00   6505.4  6505.4    1.28    -  
0.3L    :  31.23
  6804.5    66.5  6.076  264.3    5.0   4.26   8619.7  0.038T 1.00   6597.6  6597.6    1.31    -  
0.4L    :  41.87
  7785.5    67.7  6.076  264.4    5.0   4.26   8775.7  0.038T 1.00   6621.9  6621.9    1.33    -  
0.5L    :  52.50
  8085.1    67.7  6.076  264.4    5.0   4.26   8775.7  0.038T 1.00   6574.5  6574.5    1.33    -  
0.6L    :  63.13
  7785.5    67.7  6.076  264.4    5.0   4.26   8775.7  0.038T 1.00   6621.9  6621.9    1.33    -  
0.7L    :  73.77
  6804.5    66.5  6.076  264.3    5.0   4.26   8619.7  0.038T 1.00   6597.6  6597.6    1.31    -  
0.8L    :  84.40
  5165.0    64.2  6.076  264.1    5.0   4.25   8307.8  0.039T 1.00   6505.4  6505.4    1.28    -  
0.9L    :  95.03
  2826.7    62.0  5.748  264.2    4.7   4.02   7587.1  0.041T 1.00       -       -     -     -  
H/2     : 102.03
   906.1    60.5  4.087  265.8    3.4   2.88   5342.8  0.058T 1.00       -       -     -     -  
Transfer: 102.67
   717.2    60.3  3.937  265.9    3.3   2.77   5141.8  0.061T 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 1-14; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.049
        M   2.00 Fb     0.144
 
  2   2 E  60.00 Ft     0.338
        M   4.00 Fb     0.094
 
  3   2 E  58.00 Ft     0.614
        M   2.00 Fb     0.055
 
  4   2 E   6.00 Ft     0.564
        M   6.00 Fb     0.278
 
  5   2 E   6.00 Ft     0.514
        M   6.00 Fb     0.501
 
  6   2 E   6.00 Ft     0.464
        M   6.00 Fb     0.725
 
  7   2 E   6.00 Ft     0.413
        M   6.00 Fb     0.948
 
  8   2 E   4.00 Ft     0.349
        M   4.00 Fb     1.183
 
  9   2 E   4.00 Ft     0.285
        M   4.00 Fb     1.417
 
 10   2 E   2.00 Ft     0.207
        M   2.00 Fb     1.662
 
 11   2 E   2.00 Ft     0.130
        M   2.00 Fb     1.908
 
 12   2 E   2.00 Ft     0.052
        M   2.00 Fb     2.153
 
 13   2 E   2.00 Ft    -0.026
        M   2.00 Fb     2.399
 
 14   2 E   2.00 Ft    -0.104
        M   2.00 Fb     2.644
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 106.33            Release Length, ft: 106.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  28
No. of strands, Draped:   4           No. of strands, Straight:  24
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  6.47 %               Final losses: 12.69 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.644     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.104       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  8775.69     8085.11     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   0.702     Midspan    1.800   0.153     Midspan
    Pre.Top:   3.600   2.249     Midspan    2.700   1.832     Midspan
    Pre.Bot:   3.600   2.084    Transfer    2.700   2.195    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.037     Bearing
    Pre.Bot:  -0.465  -0.425     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.174     Midspan
    Pre.Bot:                                                             2.400   1.023    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.731  1.80      4.915  2.20      6.007
Self Wt.       :      -1.191  1.85     -2.204  2.40     -2.860
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          :       1.539            2.711            3.148
 
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  105.00
     DC  Line       0.076      0.00       0.076  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.330 ft
Release length = 106.330 ft
Design  length = 105.000 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)  : 0.738   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.904   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.996   (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           1483.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           972635 in4#
Ht. of c.g.           =        28.75 in             46.31 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 = 0.8748

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     9.97    20.60    31.23    41.87    52.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    814.4    839.0    839.0    839.0    839.0    839.0    839.0    839.0
  Yb      ,  in    28.60    28.08    28.07    28.02    27.93    27.84    27.80    27.80
  MI(Ixx) , in4   424876   432460   432608   434322   437190   440376   442088   442088
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1489.8   1512.7   1512.7   1512.7   1512.7   1512.7   1512.7   1512.7
  Yb      ,  in    46.16    45.62    45.62    45.59    45.54    45.50    45.48    45.48
  MI(Ixx) , in4   980538  1008762  1009041  1012191  1017226  1022562  1025343  1025343

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 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           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  28 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 37.22 ft from member end )
END PATTERN (Ycg = 11.57 in):
    12 @  2.000 in     4 @  4.000 in     8 @  6.000 in     2 @ 58.000 in
     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.57 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  2.000 in     4 @  4.000 in     8 @  6.000 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     =    6.08 in2      Initial Pull          =     1191.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.958 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.947 ft
Holddown Force        =  21.170 kips     Beam Shrtng (PL/AE)   =      0.394 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)       
--------------------------------------------------------------------------------------
      2979.572         740 2204.883     22.081 89428.156  1400.867     666.732        
 
 
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       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     11.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.6670     20.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.6670     30.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      30.6670     75.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      75.6631     85.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      85.6631     94.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00      94.6631     99.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      99.1631     99.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      99.7050    105.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00     105.2050    105.7050     No
      2      US#6[M19]       60.00        0.88       6.00     105.7050    106.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     106.2050    106.3300     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 105.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.0760 in2       Ycg =  3.57 in
         P_init    =     1191.0 kips  Ecc = 25.18 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.68 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.044 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.88 ksi    0.00 ksi
    due to Composite Loads                                 -1.81 ksi    0.00 ksi
    due to Live Loads                                      -5.55 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                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.29 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.68 ksi  ( 6.47 %)            12.46 ksi ( 6.35 %)
Total Prestress Losses                                    25.14 ksi (12.82 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.9 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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   100.8   127.4   398.4   731.2   968.9  1111.5  1159.1
(Max)       V      44.2    42.2    41.7    35.8    26.8    17.9     8.9     0.0
DL-Prec.  : M       0.0    13.3    16.8    52.7    96.6   128.1   146.9   153.2
DC(Max)     V       5.8     5.6     5.5     4.7     3.5     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    96.5   121.9   381.2   699.7   927.2  1063.6  1109.1
Haunch (Max)V      42.3    40.4    39.9    34.2    25.7    17.1     8.6     0.0
Diaphragm : M       0.0     0.3     0.4     1.2     2.6     3.9     5.2     6.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    35.5    44.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.7    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    24.7    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.1     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   219.3   277.0   861.9  1567.5  2052.2  2340.6  2418.8
            V     120.4   116.6   115.6   104.5    88.2    71.8    49.2    32.9
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   120.4   116.6   115.6   104.5    89.2    74.7    60.8    47.6
            M       0.0   226.7   285.6   861.9  1476.8  1873.7  2044.6  2006.4
Total     : M+      0.0   485.3   613.0  1912.9  3496.8  4609.4  5275.0  5479.8
            V     236.9   228.0   225.5   198.9   159.0   119.1    72.9    33.0
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   236.9   228.0   225.5   198.9   160.1   121.9    84.5    47.7
            M       0.0   492.6   621.7  1912.9  3406.1  4430.9  4978.9  5067.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.03  102.67  105.00
Self wt.  : M    1111.5   968.9   731.2   398.4   127.4   100.8     0.0
(Max)       V       8.9    17.9    26.8    35.8    41.7    42.2    44.2
DL-Prec.  : M     146.9   128.1    96.6    52.7    16.8    13.3     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.5     5.6     5.8
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    1063.6   927.2   699.7   381.2   121.9    96.5     0.0
Haunch (Max)V       8.6    17.1    25.7    34.2    39.9    40.4    42.3
Diaphragm : M       5.2     3.9     2.6     1.2     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     391.2   341.0   257.3   140.2    44.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.7    14.8    15.5
DL-Comp   : M     215.9   188.2   142.0    77.4    24.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.1     8.2     8.6
LL + I    : M+   2340.6  2052.2  1567.5   861.9   277.0   219.3     0.0
            V      49.2    71.8    88.2   104.5   115.6   116.6   120.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    60.8    74.7    89.2   104.5   115.6   116.6   120.4
            M    2044.6  1873.7  1476.8   861.9   285.6   226.7    -0.0
Total     : M+   5275.0  4609.4  3496.8  1912.9   613.0   485.3     0.0
            V      72.9   119.1   159.0   198.9   225.5   228.0   236.9
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    84.5   121.9   160.1   198.9   225.5   228.0   236.9
            M    4978.9  4430.9  3406.1  1912.9   621.7   492.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               44.2             44.2
Deck+Haunch            42.3             42.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.8              5.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.7             77.7
DL-Comp.(DW)           42.9             42.9
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   100.8   127.4   398.4   731.2   968.9  1111.5  1159.1
(Max)       V      44.2    42.2    41.7    35.8    26.8    17.9     8.9     0.0
DL-Prec.  : M       0.0    13.3    16.8    52.7    96.6   128.1   146.9   153.2
DC(Max)     V       5.8     5.6     5.5     4.7     3.5     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    96.5   121.9   381.2   699.7   927.2  1063.6  1109.1
Haunch (Max)V      42.3    40.4    39.9    34.2    25.7    17.1     8.6     0.0
Diaphragm : M       0.0     0.3     0.4     1.2     2.6     3.9     5.2     6.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    35.5    44.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.7    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    24.7    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.1     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   175.5   221.6   689.6  1254.0  1641.8  1872.5  1935.0
            V      96.3    93.3    92.5    83.6    70.5    57.5    39.3    26.3
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    96.3    93.3    92.5    83.6    71.4    59.8    48.6    38.1
            M       0.0   181.4   228.5   689.6  1181.4  1499.0  1635.6  1605.1
Total     : M+      0.0   441.4   557.6  1740.6  3183.4  4198.9  4806.9  4996.0
            V     212.8   204.6   202.4   178.0   141.4   104.7    63.0    26.4
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   212.8   204.6   202.4   178.0   142.2   107.0    72.3    38.2
            M       0.0   447.3   564.5  1740.6  3110.8  4056.2  4570.0  4666.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.03  102.67  105.00
Self wt.  : M    1111.5   968.9   731.2   398.4   127.4   100.8     0.0
(Max)       V       8.9    17.9    26.8    35.8    41.7    42.2    44.2
DL-Prec.  : M     146.9   128.1    96.6    52.7    16.8    13.3     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.5     5.6     5.8
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    1063.6   927.2   699.7   381.2   121.9    96.5     0.0
Haunch (Max)V       8.6    17.1    25.7    34.2    39.9    40.4    42.3
Diaphragm : M       5.2     3.9     2.6     1.2     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     391.2   341.0   257.3   140.2    44.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.7    14.8    15.5
DL-Comp   : M     215.9   188.2   142.0    77.4    24.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.1     8.2     8.6
LL + I    : M+   1872.5  1641.8  1254.0   689.5   221.6   175.5     0.0
            V      39.3    57.5    70.5    83.6    92.5    93.3    96.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    48.6    59.8    71.4    83.6    92.5    93.3    96.3
            M    1635.6  1499.0  1181.4   689.5   228.5   181.4    -0.0
Total     : M+   4806.9  4198.9  3183.4  1740.6   557.6   441.4     0.0
            V      63.0   104.7   141.4   178.0   202.4   204.6   212.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    72.3   107.0   142.2   178.0   202.4   204.6   212.8
            M    4570.0  4056.2  3110.8  1740.6   564.5   447.3    -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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   126.0   159.2   497.9   914.0  1211.1  1389.4  1448.8
(Max)       V      55.2    52.7    52.1    44.7    33.5    22.4    11.2     0.0
Self wt.  : M       0.0    90.7   114.6   358.5   658.0   872.0  1000.4  1043.2
(Min)       V      39.7    38.0    37.5    32.2    24.1    16.1     8.0     0.0
DL-Prec.  : M       0.0    16.7    21.0    65.8   120.8   160.1   183.7   191.5
DC(Max)     V       7.3     7.0     6.9     5.9     4.4     3.0     1.5     0.0
DL-Prec.  : M       0.0    12.0    15.2    47.4    87.0   115.3   132.2   137.9
DC(Min)     V       5.3     5.0     5.0     4.3     3.2     2.1     1.1     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   120.6   152.4   476.5   874.6  1158.9  1329.6  1386.4
Haunch (Max)V      52.8    50.5    49.8    42.8    32.1    21.4    10.7     0.0
Deck +    : M       0.0    86.8   109.7   343.1   629.7   834.4   957.3   998.2
Haunch (Min)V      38.0    36.3    35.9    30.8    23.1    15.4     7.7     0.0
Diaphragm : M       0.0     0.4     0.5     1.6     3.2     4.9     6.5     8.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.1     2.3     3.5     4.7     5.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    44.3    56.0   175.2   321.7   426.2   489.0   509.9
DC(Max)     V      19.4    18.6    18.3    15.7    11.8     7.9     3.9     0.0
DL-Comp   : M       0.0    31.9    40.3   126.2   231.6   306.9   352.1   367.1
DC(Min)     V      14.0    13.4    13.2    11.3     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    29.4    37.1   116.0   213.0   282.2   323.8   337.6
DW(Max)     V      12.9    12.3    12.1    10.4     7.8     5.2     2.6     0.0
DL-Comp   : M       0.0    12.7    16.1    50.3    92.3   122.3   140.3   146.3
DW(Min)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   383.8   484.8  1508.4  2743.1  3591.3  4096.1  4232.8
            V     210.7   204.1   202.4   182.8   154.3   125.7    86.0    57.5
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   210.7   204.1   202.4   182.8   156.2   130.7   106.4    83.3
            M       0.0   396.7   499.8  1508.4  2584.3  3279.0  3578.0  3511.1
Total     : M+      0.0   721.1   911.0  2841.5  5190.3  6834.8  7818.0  8115.4
            V     358.4   345.3   341.8   302.6   244.1   185.7   116.1    57.7
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   358.4   345.3   341.8   302.6   246.0   190.6   136.4    83.4
            M       0.0   734.0   926.1  2841.5  5031.6  6522.5  7299.9  7393.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.03  102.67  105.00
Self wt.  : M    1389.4  1211.1   914.0   497.9   159.2   126.0     0.0
(Max)       V      11.2    22.4    33.5    44.7    52.1    52.7    55.2
Self wt.  : M    1000.4   872.0   658.0   358.5   114.6    90.7     0.0
(Min)       V       8.0    16.1    24.1    32.2    37.5    38.0    39.7
DL-Prec.  : M     183.7   160.1   120.8    65.8    21.0    16.7     0.0
DC(Max)     V       1.5     3.0     4.4     5.9     6.9     7.0     7.3
DL-Prec.  : M     132.2   115.3    87.0    47.4    15.2    12.0     0.0
DC(Min)     V       1.1     2.1     3.2     4.3     5.0     5.0     5.3
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    1329.6  1158.9   874.6   476.5   152.4   120.6     0.0
Haunch (Max)V      10.7    21.4    32.1    42.8    49.8    50.5    52.8
Deck +    : M     957.3   834.4   629.7   343.1   109.7    86.8     0.0
Haunch (Min)V       7.7    15.4    23.1    30.8    35.9    36.3    38.0
Diaphragm : M       6.5     4.9     3.2     1.6     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.7     3.5     2.3     1.1     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     489.0   426.2   321.7   175.2    56.0    44.3     0.0
DC(Max)     V       3.9     7.9    11.8    15.7    18.3    18.6    19.4
DL-Comp   : M     352.1   306.9   231.6   126.2    40.3    31.9     0.0
DC(Min)     V       2.8     5.7     8.5    11.3    13.2    13.4    14.0
DL-Comp   : M     323.8   282.2   213.0   116.0    37.1    29.4     0.0
DW(Max)     V       2.6     5.2     7.8    10.4    12.1    12.3    12.9
DL-Comp   : M     140.3   122.3    92.3    50.3    16.1    12.7     0.0
DW(Min)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   4096.1  3591.3  2743.1  1508.4   484.8   383.8     0.0
            V      86.0   125.7   154.3   182.8   202.4   204.1   210.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   106.4   130.7   156.2   182.8   202.4   204.1   210.7
            M    3578.0  3279.0  2584.3  1508.4   499.8   396.7    -0.0
Total     : M+   7818.0  6834.8  5190.3  2841.5   911.0   721.1     0.0
            V     116.1   185.7   244.1   302.6   341.8   345.3   358.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   136.4   190.6   246.0   302.6   341.8   345.3   358.4
            M    7299.9  6522.5  5031.5  2841.5   926.1   734.0    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               55.2             55.2
Deck+Haunch            52.8             52.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            7.3              7.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           97.1             97.1
DL-Comp.(DW)           64.3             64.3
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   100.8   127.4   398.4   731.2   968.9  1111.5  1159.1
(Max)       V      44.2    42.2    41.7    35.8    26.8    17.9     8.9     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    13.3    16.8    52.7    96.6   128.1   146.9   153.2
DC(Max)     V       5.8     5.6     5.5     4.7     3.5     2.4     1.2     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    96.5   121.9   381.2   699.7   927.2  1063.6  1109.1
Haunch (Max)V      42.3    40.4    39.9    34.2    25.7    17.1     8.6     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     0.3     0.4     1.2     2.6     3.9     5.2     6.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
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    35.5    44.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.7    12.6     9.4     6.3     3.1     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    19.6    24.7    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.1     6.9     5.2     3.5     1.7     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   216.1   272.7   839.5  1496.1  1951.5  2189.1  2180.1
            V     119.3   115.9   115.0   104.8    90.4    68.8    54.4    39.9
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   119.3   115.9   115.0   104.8    90.4    76.0    61.6    47.1
            M       0.0   216.1   272.7   839.5  1496.1  1906.2  2069.8  1986.8
Total     : M+      0.0   482.0   608.7  1890.5  3425.5  4508.7  5123.4  5241.1
            V     235.8   227.2   224.9   199.2   161.2   116.1    78.1    40.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   235.8   227.2   224.9   199.2   161.2   123.2    85.2    47.2
            M       0.0   482.0   608.7  1890.5  3425.5  4463.4  5004.2  5047.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.03  102.67  105.00
Self wt.  : M    1111.5   968.9   731.2   398.4   127.4   100.8     0.0
(Max)       V       8.9    17.9    26.8    35.8    41.7    42.2    44.2
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     146.9   128.1    96.6    52.7    16.8    13.3     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.5     5.6     5.8
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    1063.6   927.2   699.7   381.2   121.9    96.5     0.0
Haunch (Max)V       8.6    17.1    25.7    34.2    39.9    40.4    42.3
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       5.2     3.9     2.6     1.2     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
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     391.2   341.0   257.3   140.2    44.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.7    14.8    15.5
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     215.9   188.2   142.0    77.4    24.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.1     8.2     8.6
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+   2189.1  1951.5  1496.1   839.5   272.7   216.1     0.0
            V      54.4    68.8    90.4   104.8   115.0   115.9   119.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.6    76.0    90.4   104.8   115.0   115.9   119.3
            M    2069.8  1906.2  1496.1   839.5   272.7   216.1     0.0
Total     : M+   5123.4  4508.7  3425.5  1890.5   608.7   482.0     0.0
            V      78.1   116.1   161.2   199.2   224.9   227.2   235.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    85.2   123.2   161.2   199.2   224.9   227.2   235.8
            M    5004.2  4463.4  3425.5  1890.5   608.7   482.0     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   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.126   0.414   0.732   0.956   1.090   1.136   1.034 
Bottom        -0.102  -0.331  -0.583  -0.758  -0.861  -0.897  -0.818 
 
Prestress
Precast-top   -0.230  -0.377  -0.580  -0.780  -0.878  -0.878  -0.878 
Bottom         2.746   2.859   3.012   3.161   3.234   3.234   3.234 
 
Total
Precast-top   -0.104   0.036   0.152   0.177   0.212   0.258   0.156 
Bottom         2.644   2.527   2.429   2.404   2.373   2.337   2.416 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.60 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.037  -0.201  -0.212  -0.330  -0.507  -0.681  -0.768  -0.768
Bottom         0.550   2.400   2.408   2.498   2.633   2.763   2.827   2.827
 
Self wt.
Precast-top   -0.000   0.098   0.123   0.385   0.704   0.928   1.062   1.107
Bottom        -0.000  -0.079  -0.099  -0.308  -0.561  -0.735  -0.839  -0.875
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.016   0.051   0.093   0.123   0.140   0.146
Bottom        -0.000  -0.010  -0.013  -0.041  -0.074  -0.097  -0.111  -0.116
 
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   0.000   0.000   0.001   0.002   0.004   0.005   0.006
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.093   0.118   0.368   0.674   0.888   1.016   1.060
Bottom        -0.000  -0.075  -0.095  -0.295  -0.536  -0.703  -0.803  -0.837
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.012   0.037   0.068   0.090   0.103   0.108
Precast-top   -0.000   0.007   0.009   0.029   0.053   0.070   0.080   0.084
Bottom        -0.000  -0.019  -0.024  -0.076  -0.138  -0.182  -0.208  -0.217
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.007   0.021   0.038   0.050   0.057   0.059
Precast-top   -0.000   0.004   0.005   0.016   0.029   0.039   0.044   0.046
Bottom        -0.000  -0.011  -0.013  -0.042  -0.076  -0.100  -0.115  -0.120
 
LL+I(+)
Topping-top   -0.000   0.058   0.074   0.229   0.416   0.542   0.618   0.638
Precast-top   -0.000   0.045   0.057   0.178   0.323   0.421   0.480   0.496
Bottom        -0.000  -0.119  -0.150  -0.466  -0.842  -1.096  -1.246  -1.287
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.073   0.092   0.287   0.522   0.682   0.778   0.805 
Precast-top   -0.037   0.060   0.118   0.699   1.371   1.791   2.061   2.178 
Bottom         0.550   2.087   2.013   1.270   0.403  -0.154  -0.498  -0.630 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.019   0.058   0.106   0.140   0.160   0.167 
Precast-top   -0.037   0.015   0.061   0.521   1.048   1.370   1.581   1.682 
Bottom         0.550   2.206   2.163   1.736   1.245   0.942   0.747   0.658 
 

 
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   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.126   0.414   0.732   0.956   1.090   1.136   1.034 
Bottom        -0.102  -0.331  -0.583  -0.758  -0.861  -0.897  -0.818 
 
Prestress
Precast-top   -0.230  -0.377  -0.580  -0.780  -0.878  -0.878  -0.878 
Bottom         2.746   2.859   3.012   3.161   3.234   3.234   3.234 
 
Total
Precast-top   -0.104   0.036   0.152   0.177   0.212   0.258   0.156 
Bottom         2.644   2.527   2.429   2.404   2.373   2.337   2.416 
 
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 = 12.60 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.037  -0.201  -0.212  -0.330  -0.507  -0.681  -0.768  -0.768
Bottom         0.550   2.400   2.408   2.498   2.633   2.763   2.827   2.827
 
Self wt.
Precast-top   -0.000   0.098   0.123   0.385   0.704   0.928   1.062   1.107
Bottom        -0.000  -0.079  -0.099  -0.308  -0.561  -0.735  -0.839  -0.875
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.016   0.051   0.093   0.123   0.140   0.146
Bottom        -0.000  -0.010  -0.013  -0.041  -0.074  -0.097  -0.111  -0.116
 
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   0.000   0.000   0.001   0.002   0.004   0.005   0.006
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.093   0.118   0.368   0.674   0.888   1.016   1.060
Bottom        -0.000  -0.075  -0.095  -0.295  -0.536  -0.703  -0.803  -0.837
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.012   0.037   0.068   0.090   0.103   0.108
Precast-top   -0.000   0.007   0.009   0.029   0.053   0.070   0.080   0.084
Bottom        -0.000  -0.019  -0.024  -0.076  -0.138  -0.182  -0.208  -0.217
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.007   0.021   0.038   0.050   0.057   0.059
Precast-top   -0.000   0.004   0.005   0.016   0.029   0.039   0.044   0.046
Bottom        -0.000  -0.011  -0.013  -0.042  -0.076  -0.100  -0.115  -0.120
 
LL+I(+)
Topping-top   -0.000   0.047   0.059   0.184   0.333   0.434   0.494   0.511
Precast-top   -0.000   0.036   0.046   0.142   0.258   0.337   0.384   0.397
Bottom        -0.000  -0.095  -0.120  -0.373  -0.674  -0.877  -0.997  -1.030
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.061   0.078   0.241   0.439   0.574   0.654   0.678 
Precast-top   -0.037   0.051   0.107   0.663   1.306   1.707   1.965   2.079 
Bottom         0.550   2.111   2.043   1.363   0.571   0.065  -0.249  -0.372 
 

 
 
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    9.97   20.60   31.23   41.87   52.50
F_LL+I(+)
Topping-top   -0.000   0.058   0.073   0.223   0.397   0.516   0.578   0.575
Precast-top   -0.000   0.045   0.056   0.173   0.308   0.401   0.449   0.447
Bottom        -0.000  -0.117  -0.148  -0.454  -0.804  -1.042  -1.165  -1.160
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.065   0.082   0.252   0.450   0.586   0.658   0.659 
Precast-top   -0.019   0.052   0.087   0.434   0.832   1.086   1.239   1.288 
Bottom         0.275   0.986   0.934   0.414  -0.181  -0.571  -0.791  -0.831 
 

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
    358.4    6.5   67.6    0.750   4.1   6.00e-3 50.0    364.6     1.293    1.760      0.00
      0.0    0.7   67.2     41.9 0.150      29.5 0.87    12.00     0.101    1.331 
Transfer:   3.00
    345.3    6.5   67.6    3.384  18.5   0.15e-3 29.5    221.4     0.380    1.760      0.00
    734.0    3.2   66.0    189.0 0.142     143.8 4.33    12.00     0.101    1.725 
Critical:   6.14
    327.6    6.5   67.6    4.028  18.5  -0.04e-3 28.9    182.1     0.306    1.760      0.00
   1617.5    3.7   65.7    189.0 0.135     163.4 4.94    12.00     0.101    1.811 
0.1L    :  10.63
    302.6    6.5   67.6    4.938  18.5  -0.03e-3 28.9    155.8     0.263    0.827      0.00
   2841.5    4.6   65.3    189.0 0.125     161.8 4.92    24.00     0.101    1.949 
0.2L    :  21.27
    246.0    6.5   64.2    6.076  18.5   0.32e-3 30.1    134.4     0.252    0.496      0.00
   5031.6    4.8   61.8    189.0 0.106     120.4 3.87    24.00     0.101    1.475 
0.3L    :  31.90
    190.6    6.5   66.5    6.076  18.5   1.41e-3 33.9    118.1     0.248    0.413      0.00
   6522.5    4.8   64.1    189.0 0.077      75.2 2.33    24.00     0.101    1.372 
0.4L    :  42.53
    136.4    6.5   67.7    6.076   0.0   1.91e-3 35.7     86.8     0.191    0.413      0.00
   7299.9    4.8   65.3    189.0 0.060      64.9 1.97    24.00     0.101    1.667 
0.5L    :  53.17
     83.4    6.5   67.7    6.076   0.0   1.70e-3 35.0     23.4     0.101    0.413      0.00
   7393.7    4.8   65.3    189.0 0.036      69.3 2.11    24.00     0.101    2.829 
0.6L    :  63.80
    136.4    6.5   67.7    6.076   0.0   1.91e-3 35.7     86.8     0.191    0.413      0.00
   7299.9    4.8   65.3    189.0 0.060      64.9 1.97    24.00     0.101    1.667 
0.7L    :  74.43
    190.6    6.5   66.5    6.076  18.5   1.41e-3 33.9    118.1     0.248    0.413      0.00
   6522.5    4.8   64.1    189.0 0.077      75.2 2.33    24.00     0.101    1.372 
0.8L    :  85.06
    246.0    6.5   64.2    6.076  18.5   0.32e-3 30.1    134.4     0.252    0.496      0.00
   5031.5    4.8   61.8    189.0 0.106     120.4 3.87    24.00     0.101    1.475 
0.9L    :  95.70
    302.6    6.5   67.6    4.938  18.5  -0.03e-3 28.9    155.8     0.263    0.827      0.00
   2841.5    4.6   65.3    189.0 0.125     161.8 4.92    24.00     0.101    1.949 
Critical: 100.19
    327.6    6.5   67.6    4.028  18.5  -0.04e-3 28.9    182.1     0.306    1.760      0.00
   1617.5    3.7   65.7    189.0 0.135     163.4 4.94    12.00     0.101    1.811 
Transfer: 103.33
    345.3    6.5   67.6    3.384  18.5   0.15e-3 29.5    221.4     0.380    1.760      0.00
    734.0    3.2   66.0    189.0 0.142     143.8 4.33    12.00     0.101    1.725 
Bearing : 105.67
    358.4    6.5   67.6    0.750   4.1   6.00e-3 50.0    364.6     1.293    1.760      0.00
      0.0    0.7   67.2     41.9 0.150      29.5 0.87    12.00     0.101    1.331 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1191.02
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.38
 
 
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
    358.4      5.92     67.58    0.71       67.23    24.00      0.300      1.225      0.000      0.000*
Transfer:      2.33
    345.3      5.81     67.58    3.16       66.00    24.00      0.300      1.188      0.000      1.760 
Critical:      5.48
    327.7      5.54     67.58    3.75       65.71    24.00      0.300      1.097      0.000      1.760 
0.1L    :      9.97
    302.6      5.15     67.58    4.58       65.29    24.00      0.300      0.966      0.000      0.827 
0.2L    :     20.60
    246.0      4.42     64.25    4.83       61.84    24.00      0.300      0.724      0.000      0.496 
0.3L    :     31.23
    190.6      3.30     66.54    4.83       64.12    24.00      0.300      0.351      0.000      0.413 
0.4L    :     41.87
    136.4      2.32     67.68    4.83       65.26    24.00      0.300      0.024      0.000      0.413 
0.5L    :     52.50
     83.4      1.42     67.68    4.83       65.26    24.00      0.300      0.000      0.000      0.413 
0.6L    :     63.13
    136.4      2.32     67.68    4.83       65.26    24.00      0.300      0.024      0.000      0.413 
0.7L    :     73.77
    190.6      3.30     66.54    4.83       64.12    24.00      0.300      0.351      0.000      0.413 
0.8L    :     84.40
    246.0      4.42     64.25    4.83       61.84    24.00      0.300      0.724      0.000      0.496 
0.9L    :     95.03
    302.6      5.15     67.58    4.58       65.29    24.00      0.300      0.966      0.000      0.827 
Critical:     99.52
    327.7      5.54     67.58    3.75       65.71    24.00      0.300      1.097      0.000      1.760 
Transfer:    102.67
    345.3      5.81     67.58    3.16       66.00    24.00      0.300      1.188      0.000      1.760 
Bearing :    105.00
    358.4      5.92     67.58    0.71       67.23    24.00      0.300      1.225      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.97 ft
Prestress      :       0.964  1.80      1.735  2.20      2.120
Self Wt.       :      -0.381  1.85     -0.704  2.40     -0.914
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          :       0.583            1.030            1.207
 
At 0.2 x L = 20.60 ft
Prestress      :       1.731  1.80      3.116  2.20      3.808
Self Wt.       :      -0.716  1.85     -1.324  2.40     -1.717
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          :       1.015            1.792            2.091
 
At 0.3 x L = 31.23 ft
Prestress      :       2.281  1.80      4.107  2.20      5.019
Self Wt.       :      -0.973  1.85     -1.799  2.40     -2.334
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          :       1.309            2.307            2.685
 
At 0.4 x L = 41.87 ft
Prestress      :       2.615  1.80      4.707  2.20      5.753
Self Wt.       :      -1.135  1.85     -2.099  2.40     -2.723
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          :       1.480            2.608            3.030
 
At 0.5 x L = 52.50 ft
Prestress      :       2.731  1.80      4.915  2.20      6.007
Self Wt.       :      -1.191  1.85     -2.204  2.40     -2.860
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          :       1.539            2.711            3.148
 
At 0.6 x L = 63.13 ft
Prestress      :       2.615  1.80      4.707  2.20      5.753
Self Wt.       :      -1.135  1.85     -2.099  2.40     -2.723
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          :       1.480            2.608            3.030
 
At 0.7 x L = 73.77 ft
Prestress      :       2.281  1.80      4.107  2.20      5.019
Self Wt.       :      -0.973  1.85     -1.799  2.40     -2.334
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          :       1.309            2.307            2.685
 
At 0.8 x L = 84.40 ft
Prestress      :       1.731  1.80      3.116  2.20      3.808
Self Wt.       :      -0.716  1.85     -1.324  2.40     -1.717
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          :       1.015            1.792            2.091
 
At 0.9 x L = 95.03 ft
Prestress      :       0.964  1.80      1.735  2.20      2.120
Self Wt.       :      -0.381  1.85     -0.704  2.40     -0.914
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          :       0.583            1.030            1.207
 

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
   721.1    60.3  3.948  265.3    3.7   3.16   5128.6  0.053T 1.00       -       -     -     -  
H/2     :   2.97
   911.0    60.5  4.099  265.2    3.9   3.28   5327.8  0.051T 1.00       -       -     -     -  
0.1L    :   9.97
  2841.5    62.0  5.761  263.4    5.4   4.58   7547.4  0.036T 1.00       -       -     -     -  
0.2L    :  20.60
  5190.3    64.2  6.076  263.3    5.7   4.83   8244.5  0.034T 1.00   6487.6  6487.6    1.27    -  
0.3L    :  31.23
  6834.8    66.5  6.076  263.5    5.7   4.83   8556.3  0.034T 1.00   6600.1  6600.1    1.30    -  
0.4L    :  41.87
  7818.0    67.7  6.076  263.6    5.7   4.83   8712.2  0.034T 1.00   6637.2  6637.2    1.31    -  
0.5L    :  52.50
  8115.4    67.7  6.076  263.6    5.7   4.83   8712.2  0.034T 1.00   6595.1  6595.1    1.32    -  
0.6L    :  63.13
  7818.0    67.7  6.076  263.6    5.7   4.83   8712.2  0.034T 1.00   6637.2  6637.2    1.31    -  
0.7L    :  73.77
  6834.8    66.5  6.076  263.5    5.7   4.83   8556.3  0.034T 1.00   6600.1  6600.1    1.30    -  
0.8L    :  84.40
  5190.3    64.2  6.076  263.3    5.7   4.83   8244.5  0.034T 1.00   6487.6  6487.6    1.27    -  
0.9L    :  95.03
  2841.5    62.0  5.761  263.4    5.4   4.58   7547.4  0.036T 1.00       -       -     -     -  
H/2     : 102.03
   911.0    60.5  4.099  265.2    3.9   3.28   5327.8  0.051T 1.00       -       -     -     -  
Transfer: 102.67
   721.1    60.3  3.948  265.3    3.7   3.16   5128.6  0.053T 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 1-14; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.049
        M   2.00 Fb     0.144
 
  2   2 E  60.00 Ft     0.338
        M   4.00 Fb     0.094
 
  3   2 E  58.00 Ft     0.614
        M   2.00 Fb     0.055
 
  4   2 E   6.00 Ft     0.564
        M   6.00 Fb     0.278
 
  5   2 E   6.00 Ft     0.514
        M   6.00 Fb     0.501
 
  6   2 E   6.00 Ft     0.464
        M   6.00 Fb     0.725
 
  7   2 E   6.00 Ft     0.413
        M   6.00 Fb     0.948
 
  8   2 E   4.00 Ft     0.349
        M   4.00 Fb     1.183
 
  9   2 E   4.00 Ft     0.285
        M   4.00 Fb     1.417
 
 10   2 E   2.00 Ft     0.207
        M   2.00 Fb     1.662
 
 11   2 E   2.00 Ft     0.130
        M   2.00 Fb     1.908
 
 12   2 E   2.00 Ft     0.052
        M   2.00 Fb     2.153
 
 13   2 E   2.00 Ft    -0.026
        M   2.00 Fb     2.399
 
 14   2 E   2.00 Ft    -0.104
        M   2.00 Fb     2.644
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 106.33            Release Length, ft: 106.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  28
No. of strands, Draped:   4           No. of strands, Straight:  24
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  6.47 %               Final losses: 12.82 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.644     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.104       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  8712.17     8115.36     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   0.805     Midspan    1.800   0.167     Midspan
    Pre.Top:   3.600   2.178     Midspan    2.700   1.682     Midspan
    Pre.Bot:   3.600   2.087    Transfer    2.700   2.206    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.037     Bearing
    Pre.Bot:  -0.465  -0.372     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.288     Midspan
    Pre.Bot:                                                             2.400   0.986    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.731  1.80      4.915  2.20      6.007
Self Wt.       :      -1.191  1.85     -2.204  2.40     -2.860
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          :       1.539            2.711            3.148
 
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

