 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTC80 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 80 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) Hold-down points are at 0.4*(total length of beam)
                     (9) The beam lifting and supporting points are both assumed are 1.375 feet and 11 feet from 
                     the girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 6 ksi and 7 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_c45e.tmp\BTC80-0_40\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 =   2325663.75
 
SPAN DATA
---------
Precast length    , ft =     81.330
Bearing-to-bearing, ft =     80.000
Release span      , ft =     81.330
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTC    3.500    691.8   178971.0  45.00  20.74  34.00   8.125
 2               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 3               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 4               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 5               IA-BTC    9.250    691.8   178971.0  45.00  20.74  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      =      7.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5131.520        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      6.000 
Eci ,ksi      =   4877.010
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.40L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: YES
------------------------------------------------
Left Barrier Weight, klf                 0.650
Right Barrier Weight, klf                0.650
Left Curb Weight, klf                    0.000
Right Curb Weight, klf                   0.000
Left Sidewalk, klf                       0.000
Right Sidewalk, klf                      0.000
Future Wearing Surface, ksf              0.020
Sacrificial Wearing Surface, in          0.750
Stay in Place Deck Forms, klf            0.000
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.035    0.00       0.035   80.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   80.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   80.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   80.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   80.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   80.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   80.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   80.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   80.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   80.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   80.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   40.000
   1    2        0.500   40.000
   1    3        0.500   40.000
   1    4        0.500   40.000
   1    5        0.250   40.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   80.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   80.00   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    0.054     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              6.00 ksi 
  Elasticity          4877.0 ksi 
  Max comp              3.90 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.59 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      7.00 ksi    4.00 ksi 
  Elasticity 5131.52 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.20 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.15 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    2.80 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.50 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    6.00        7.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    6.00        7.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    6.00        7.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    6.00        7.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    6.00        7.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 32.53 ft from member end )
 
END PATTERN (Ycg = 9.83 in):
 
  10 @  2.000 in 4 @  4.000 in 6 @  6.000 in 2 @ 40.000 in 
  2 @ 42.000 in                                            
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 4 @  4.000 in 6 @  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    2.75  0.1250  0.5833 No        
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  1.7500  2.5000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.5000  4.5000 Yes       
       2 US#5[M16]  60.0  0.62    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  8.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.9167 17.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 17.9167 24.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 24.1667 57.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00 57.1634 63.4134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 63.4134 72.4134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 72.4134 76.1634 Yes       
       2 US#5[M16]  60.0  0.62    8.00 76.1634 76.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 76.8301 78.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 78.8301 79.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 79.5801 80.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 80.7467 81.2051 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 81.3300       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:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 32.53 ft from member end )
 
END PATTERN (Ycg = 9.83 in):
 
  10 @  2.000 in 4 @  4.000 in 6 @  6.000 in 2 @ 40.000 in 
  2 @ 42.000 in                                            
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 4 @  4.000 in 6 @  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    2.75  0.1250  0.5833 No        
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  1.7500  2.5000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.5000  4.5000 Yes       
       2 US#5[M16]  60.0  0.62    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  8.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.9167 17.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 17.9167 24.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 24.1667 57.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00 57.1634 63.4134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 63.4134 72.4134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 72.4134 76.1634 Yes       
       2 US#5[M16]  60.0  0.62    8.00 76.1634 76.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 76.8301 78.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 78.8301 79.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 79.5801 80.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 80.7467 81.2051 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 81.3300       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:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 32.53 ft from member end )
 
END PATTERN (Ycg = 9.83 in):
 
  10 @  2.000 in 4 @  4.000 in 6 @  6.000 in 2 @ 40.000 in 
  2 @ 42.000 in                                            
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 4 @  4.000 in 6 @  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    2.75  0.1250  0.5833 No        
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  1.7500  2.5000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.5000  4.5000 Yes       
       2 US#5[M16]  60.0  0.62    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  8.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.9167 17.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 17.9167 24.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 24.1667 57.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00 57.1634 63.4134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 63.4134 72.4134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 72.4134 76.1634 Yes       
       2 US#5[M16]  60.0  0.62    8.00 76.1634 76.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 76.8301 78.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 78.8301 79.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 79.5801 80.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 80.7467 81.2051 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 81.3300       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:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 32.53 ft from member end )
 
END PATTERN (Ycg = 9.83 in):
 
  10 @  2.000 in 4 @  4.000 in 6 @  6.000 in 2 @ 40.000 in 
  2 @ 42.000 in                                            
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 4 @  4.000 in 6 @  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    2.75  0.1250  0.5833 No        
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  1.7500  2.5000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.5000  4.5000 Yes       
       2 US#5[M16]  60.0  0.62    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  8.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.9167 17.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 17.9167 24.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 24.1667 57.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00 57.1634 63.4134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 63.4134 72.4134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 72.4134 76.1634 Yes       
       2 US#5[M16]  60.0  0.62    8.00 76.1634 76.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 76.8301 78.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 78.8301 79.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 79.5801 80.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 80.7467 81.2051 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 81.3300       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:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 32.53 ft from member end )
 
END PATTERN (Ycg = 9.83 in):
 
  10 @  2.000 in 4 @  4.000 in 6 @  6.000 in 2 @ 40.000 in 
  2 @ 42.000 in                                            
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 4 @  4.000 in 6 @  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    2.75  0.1250  0.5833 No        
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  1.7500  2.5000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.5000  4.5000 Yes       
       2 US#5[M16]  60.0  0.62    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  8.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.9167 17.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 17.9167 24.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 24.1667 57.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00 57.1634 63.4134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 63.4134 72.4134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 72.4134 76.1634 Yes       
       2 US#5[M16]  60.0  0.62    8.00 76.1634 76.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 76.8301 78.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 78.8301 79.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 79.5801 80.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 80.7467 81.2051 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 81.3300       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-BTC                              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   80.00
     DC  Line       0.052      0.00       0.052   80.00
     DC  Line       0.076      0.00       0.076   80.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    40.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 81.330 ft
Release length = 81.330 ft
Design  length = 80.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.744   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.930   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.025   (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                  =        691.8 in2           1334.1 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           453733 in4#
Ht. of c.g.           =        20.74 in             34.48 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1525.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8314

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     2.22     7.47    15.60    23.73    31.87    40.00
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    697.4    717.0    716.0    717.0    717.0    717.0    717.0    717.0
  Yb      ,  in    20.65    20.34    20.35    20.30    20.24    20.19    20.13    20.13
  MI(Ixx) , in4   179647   182185   182052   182768   183792   184937   186205   186205
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1339.4   1357.9   1356.9   1357.9   1357.9   1357.9   1357.9   1357.9
  Yb      ,  in    34.39    34.04    34.06    34.02    34.00    33.97    33.94    33.94
  MI(Ixx) , in4   456948   468571   467980   469769   471763   473874   476102   476102

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 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           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 32.53 ft from member end )
END PATTERN (Ycg = 9.83 in):
    10 @  2.000 in     4 @  4.000 in     6 @  6.000 in     2 @ 40.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     4 @  4.000 in     6 @  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     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.707 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.634 ft
Holddown Force        =  16.484 kips     Beam Shrtng (PL/AE)   =      0.285 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)       
--------------------------------------------------------------------------------------
      1953.150         740 1445.331     14.471 58608.555   830.776     514.814        
 
 
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       2.75       0.1250      0.5833     No
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       4.50       1.7500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.5000      4.5000    Yes
      2      US#5[M16]       60.00        0.62       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      8.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.9167     17.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      17.9167     24.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      24.1667     57.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      57.1634     63.4134    Yes
      2      US#5[M16]       60.00        0.62      12.00      63.4134     72.4134    Yes
      2      US#5[M16]       60.00        0.62       9.00      72.4134     76.1634    Yes
      2      US#5[M16]       60.00        0.62       8.00      76.1634     76.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      76.8301     78.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      78.8301     79.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      79.5801     80.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      80.7467     81.2051     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 81.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.50 in
         P_init    =     1020.9 kips  Ecc = 17.24 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.47 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.135 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.64 ksi    0.00 ksi
    due to Composite Loads                                 -1.57 ksi    0.00 ksi
    due to Live Loads                                      -5.60 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                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.54 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.47 ksi  ( 6.36 %)             9.70 ksi ( 4.95 %)
Total Prestress Losses                                    22.18 ksi (11.31 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    65.3    62.2   195.2   362.0   481.2   552.7   576.5
(Max)       V      28.8    27.1    27.2    23.4    17.6    11.7     5.9     0.0
DL-Prec.  : M       0.0    14.8    14.1    44.2    82.0   109.0   125.1   130.5
DC(Max)     V       6.5     6.1     6.2     5.3     4.0     2.7     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    73.0    69.4   218.0   404.3   537.4   617.2   643.9
Haunch (Max)V      32.2    30.3    30.4    26.2    19.6    13.1     6.5     0.0
Diaphragm : M       0.0     0.3     0.3     0.9     2.0     3.0     4.0     5.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.8    25.5    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.2     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0    14.8    14.1    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   197.8   188.3   586.9  1074.0  1402.6  1597.1  1643.9
            V     112.9   108.3   108.6    98.2    83.1    67.9    47.6    32.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.9   108.3   108.6    98.2    83.9    70.1    56.9    44.2
            M      -0.0   202.8   193.1   586.9  1021.2  1298.9  1415.0  1379.5
Total     : M+      0.0   392.9   373.9  1169.5  2154.9  2839.7  3248.4  3367.3
            V     199.0   189.4   189.8   168.2   135.6   103.0    65.2    32.6
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   199.0   189.4   189.8   168.2   136.4   105.2    74.5    44.3
            M      -0.0   397.9   378.8  1169.5  2102.2  2736.0  3066.3  3102.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.78   77.67   80.00
Self wt.  : M     552.7   481.2   362.0   195.2    62.2    65.3     0.0
(Max)       V       5.9    11.7    17.6    23.4    27.2    27.1    28.8
DL-Prec.  : M     125.1   109.0    82.0    44.2    14.1    14.8     0.0
DC(Max)     V       1.3     2.7     4.0     5.3     6.2     6.1     6.5
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     617.2   537.4   404.3   218.0    69.4    73.0     0.0
Haunch (Max)V       6.5    13.1    19.6    26.2    30.4    30.3    32.2
Diaphragm : M       4.0     3.0     2.0     0.9     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     227.0   197.6   148.7    80.2    25.5    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.2    11.1    11.8
DL-Comp   : M     125.3   109.1    82.1    44.2    14.1    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
LL + I    : M+   1597.1  1402.6  1074.0   586.9   188.3   197.8     0.0
            V      47.6    67.9    83.1    98.2   108.6   108.3   112.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.9    70.1    83.9    98.2   108.6   108.3   112.9
            M    1415.0  1298.9  1021.2   586.9   193.1   202.8    -0.0
Total     : M+   3248.4  2839.7  2154.9  1169.5   373.9   392.9     0.0
            V      65.2   103.0   135.6   168.2   189.8   189.4   199.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    74.5   105.2   136.4   168.2   189.8   189.4   199.0
            M    3066.3  2736.0  2102.2  1169.5   378.8   397.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               28.8             28.8
Deck+Haunch            32.2             32.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.5              6.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           59.2             59.2
DL-Comp.(DW)           32.7             32.7
Live                   89.2             89.2
        Truck          63.6             63.6
        Lane           25.6             25.6
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    2.22    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    65.3    62.2   195.2   362.0   481.2   552.7   576.5
(Max)       V      28.8    27.1    27.2    23.4    17.6    11.7     5.9     0.0
DL-Prec.  : M       0.0    14.8    14.1    44.2    82.0   109.0   125.1   130.5
DC(Max)     V       6.5     6.1     6.2     5.3     4.0     2.7     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    73.0    69.4   218.0   404.3   537.4   617.2   643.9
Haunch (Max)V      32.2    30.3    30.4    26.2    19.6    13.1     6.5     0.0
Diaphragm : M       0.0     0.3     0.3     0.9     2.0     3.0     4.0     5.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.8    25.5    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.2     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0    14.8    14.1    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   158.3   150.6   469.5   859.2  1122.1  1277.7  1315.1
            V      90.3    86.7    86.8    78.6    66.5    54.3    38.1    26.0
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    90.3    86.7    86.8    78.6    67.1    56.1    45.5    35.3
            M      -0.0   162.3   154.5   469.5   817.0  1039.1  1132.0  1103.6
Total     : M+      0.0   353.3   336.3  1052.2  1940.1  2559.2  2929.0  3038.5
            V     176.4   167.7   168.1   148.6   119.0    89.4    55.7    26.1
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   176.4   167.7   168.1   148.6   119.6    91.1    63.1    35.5
            M      -0.0   357.3   340.1  1052.2  1897.9  2476.3  2783.3  2827.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.78   77.67   80.00
Self wt.  : M     552.7   481.2   362.0   195.2    62.2    65.3     0.0
(Max)       V       5.9    11.7    17.6    23.4    27.2    27.1    28.8
DL-Prec.  : M     125.1   109.0    82.0    44.2    14.1    14.8     0.0
DC(Max)     V       1.3     2.7     4.0     5.3     6.2     6.1     6.5
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     617.2   537.4   404.3   218.0    69.4    73.0     0.0
Haunch (Max)V       6.5    13.1    19.6    26.2    30.4    30.3    32.2
Diaphragm : M       4.0     3.0     2.0     0.9     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     227.0   197.6   148.7    80.2    25.5    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.2    11.1    11.8
DL-Comp   : M     125.3   109.1    82.1    44.2    14.1    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
LL + I    : M+   1277.7  1122.1   859.2   469.5   150.6   158.3     0.0
            V      38.1    54.3    66.5    78.6    86.8    86.7    90.3
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    45.5    56.1    67.1    78.6    86.8    86.7    90.3
            M    1132.0  1039.1   817.0   469.5   154.5   162.3    -0.0
Total     : M+   2929.0  2559.2  1940.1  1052.2   336.3   353.3     0.0
            V      55.7    89.4   119.0   148.6   168.1   167.7   176.4
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    63.1    91.1   119.6   148.6   168.1   167.7   176.4
            M    2783.3  2476.3  1897.9  1052.2   340.1   357.3    -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    2.22    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    81.7    77.7   244.0   452.5   601.5   690.8   720.6
(Max)       V      36.0    33.9    34.0    29.3    22.0    14.7     7.3     0.0
Self wt.  : M       0.0    58.8    56.0   175.7   325.8   433.1   497.4   518.8
(Min)       V      25.9    24.4    24.5    21.1    15.8    10.5     5.3     0.0
DL-Prec.  : M       0.0    18.5    17.6    55.2   102.5   136.2   156.4   163.2
DC(Max)     V       8.2     7.7     7.7     6.6     5.0     3.3     1.7     0.0
DL-Prec.  : M       0.0    13.3    12.7    39.8    73.8    98.1   112.6   117.5
DC(Min)     V       5.9     5.5     5.5     4.8     3.6     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
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    91.2    86.8   272.5   505.4   671.7   771.5   804.8
Haunch (Max)V      40.2    37.9    38.0    32.7    24.5    16.4     8.2     0.0
Deck +    : M       0.0    65.7    62.5   196.2   363.9   483.6   555.5   579.5
Haunch (Min)V      29.0    27.3    27.4    23.6    17.7    11.8     5.9     0.0
Diaphragm : M       0.0     0.4     0.3     1.2     2.4     3.7     5.0     6.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.8     1.8     2.7     3.6     4.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.5    31.9   100.2   185.9   247.1   283.8   296.0
DC(Max)     V      14.8    13.9    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    24.2    23.0    72.2   133.8   177.9   204.3   213.1
DC(Min)     V      10.7    10.0    10.1     8.7     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0    22.2    21.1    66.4   123.1   163.6   187.9   196.0
DW(Max)     V       9.8     9.2     9.3     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0     9.6     9.2    28.8    53.3    70.9    81.4    84.9
DW(Min)     V       4.2     4.0     4.0     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   346.2   329.5  1027.0  1879.4  2454.5  2794.9  2876.9
            V     197.6   189.6   190.0   171.9   145.4   118.9    83.3    56.8
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   197.6   189.6   190.0   171.9   146.7   122.7    99.5    77.3
            M      -0.0   354.9   338.0  1027.0  1787.2  2273.0  2476.2  2414.2
Total     : M+      0.0   593.8   565.1  1766.4  3251.1  4278.2  4890.3  5063.7
            V     306.8   292.4   293.1   260.7   212.0   163.4   105.6    56.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   306.8   292.4   293.1   260.7   213.4   167.2   121.9    77.5
            M      -0.0   602.5   573.6  1766.4  3158.9  4096.8  4571.6  4601.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.78   77.67   80.00
Self wt.  : M     690.8   601.5   452.5   244.0    77.7    81.7     0.0
(Max)       V       7.3    14.7    22.0    29.3    34.0    33.9    36.0
Self wt.  : M     497.4   433.1   325.8   175.7    56.0    58.8     0.0
(Min)       V       5.3    10.5    15.8    21.1    24.5    24.4    25.9
DL-Prec.  : M     156.4   136.2   102.5    55.2    17.6    18.5     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.7     7.7     8.2
DL-Prec.  : M     112.6    98.1    73.8    39.8    12.7    13.3     0.0
DC(Min)     V       1.2     2.4     3.6     4.8     5.5     5.5     5.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     771.5   671.7   505.4   272.5    86.8    91.2     0.0
Haunch (Max)V       8.2    16.4    24.5    32.7    38.0    37.9    40.2
Deck +    : M     555.5   483.6   363.9   196.2    62.5    65.7     0.0
Haunch (Min)V       5.9    11.8    17.7    23.6    27.4    27.3    29.0
Diaphragm : M       5.0     3.7     2.4     1.2     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.6     2.7     1.8     0.8     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     283.8   247.1   185.9   100.2    31.9    33.5     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    13.9    14.8
DL-Comp   : M     204.3   177.9   133.8    72.2    23.0    24.2     0.0
DC(Min)     V       2.2     4.3     6.5     8.7    10.1    10.0    10.7
DL-Comp   : M     187.9   163.6   123.1    66.4    21.1    22.2     0.0
DW(Max)     V       2.0     4.0     6.0     8.0     9.3     9.2     9.8
DL-Comp   : M      81.4    70.9    53.3    28.8     9.2     9.6     0.0
DW(Min)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.2
LL + I    : M+   2794.9  2454.5  1879.4  1027.0   329.5   346.2     0.0
            V      83.3   118.9   145.4   171.9   190.0   189.6   197.6
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    99.5   122.7   146.7   171.9   190.0   189.6   197.6
            M    2476.2  2273.0  1787.2  1027.0   338.0   354.9    -0.0
Total     : M+   4890.3  4278.2  3251.1  1766.4   565.1   593.8     0.0
            V     105.6   163.4   212.0   260.7   293.1   292.4   306.8
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   121.9   167.2   213.4   260.7   293.1   292.4   306.8
            M    4571.6  4096.8  3158.9  1766.4   573.6   602.5    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.0             36.0
Deck+Haunch            40.2             40.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            8.2              8.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           49.0             49.0
Live                  156.1            156.1
        Truck         111.3            111.3
        Lane           44.8             44.8
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    2.22    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    65.3    62.2   195.2   362.0   481.2   552.7   576.5
(Max)       V      28.8    27.1    27.2    23.4    17.6    11.7     5.9     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    14.8    14.1    44.2    82.0   109.0   125.1   130.5
DC(Max)     V       6.5     6.1     6.2     5.3     4.0     2.7     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    73.0    69.4   218.0   404.3   537.4   617.2   643.9
Haunch (Max)V      32.2    30.3    30.4    26.2    19.6    13.1     6.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     0.9     2.0     3.0     4.0     5.0
(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    26.8    25.5    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.2     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    14.8    14.1    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     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   199.0   189.5   582.0  1034.9  1344.0  1494.0  1455.5
            V     114.7   110.0   110.3    99.8    85.0    65.6    50.7    35.9
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   114.7   110.0   110.3    99.8    85.0    70.1    55.3    41.3
            M       0.0   199.0   189.5   582.0  1034.9  1299.3  1375.1  1288.1
Total     : M+      0.0   394.1   375.1  1164.6  2115.9  2781.2  3145.4  3178.9
            V     200.7   191.1   191.5   169.8   137.5   100.7    68.3    36.0
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   200.7   191.1   191.5   169.8   137.5   105.2    72.9    41.4
            M       0.0   394.1   375.1  1164.6  2115.9  2736.4  3026.4  3011.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.78   77.67   80.00
Self wt.  : M     552.7   481.2   362.0   195.2    62.2    65.3     0.0
(Max)       V       5.9    11.7    17.6    23.4    27.2    27.1    28.8
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     125.1   109.0    82.0    44.2    14.1    14.8     0.0
DC(Max)     V       1.3     2.7     4.0     5.3     6.2     6.1     6.5
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     617.2   537.4   404.3   218.0    69.4    73.0     0.0
Haunch (Max)V       6.5    13.1    19.6    26.2    30.4    30.3    32.2
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       4.0     3.0     2.0     0.9     0.3     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     227.0   197.6   148.7    80.2    25.5    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.2    11.1    11.8
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     125.3   109.1    82.1    44.2    14.1    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
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+   1494.0  1344.0  1034.9   582.0   189.5   199.0     0.0
            V      50.7    65.6    85.0    99.8   110.3   110.0   114.7
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    55.3    70.1    85.0    99.8   110.3   110.0   114.7
            M    1375.1  1299.3  1034.9   582.0   189.5   199.0     0.0
Total     : M+   3145.4  2781.2  2115.9  1164.6   375.1   394.1     0.0
            V      68.3   100.7   137.5   169.8   191.5   191.1   200.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    72.9   105.2   137.5   169.8   191.5   191.1   200.7
            M    3026.4  2736.4  2115.9  1164.6   375.1   394.1     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67
 
Beam-Self
Precast-top    0.138   0.348   0.616   0.806   0.917   0.955 
Bottom        -0.113  -0.286  -0.504  -0.656  -0.742  -0.773 
 
Prestress
Precast-top   -0.108  -0.239  -0.443  -0.645  -0.844  -0.844 
Bottom         2.687   2.790   2.951   3.107   3.260   3.260 
 
Total
Precast-top    0.029   0.109   0.173   0.161   0.073   0.111 
Bottom         2.574   2.504   2.447   2.452   2.518   2.487 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.97 %)
             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    2.22    7.47   15.60   23.73   31.87   40.00
 
Prestress
Precast-top   -0.010  -0.097  -0.090  -0.213  -0.395  -0.574  -0.751  -0.751
Bottom         0.542   2.392   2.302   2.484   2.627   2.766   2.902   2.902
 
Self wt.
Precast-top   -0.000   0.106   0.101   0.317   0.585   0.775   0.886   0.924
Bottom        -0.000  -0.088  -0.083  -0.260  -0.478  -0.630  -0.717  -0.748
 
DL-Prec (DC)
Precast-top   -0.000   0.024   0.023   0.072   0.132   0.175   0.201   0.209
Bottom        -0.000  -0.020  -0.019  -0.059  -0.108  -0.143  -0.162  -0.169
 
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   0.002   0.003   0.005   0.006   0.008
Bottom        -0.000  -0.000  -0.000  -0.001  -0.003  -0.004  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.119   0.113   0.353   0.653   0.865   0.989   1.032
Bottom        -0.000  -0.098  -0.093  -0.291  -0.534  -0.704  -0.801  -0.835
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.010   0.033   0.061   0.080   0.092   0.096
Precast-top   -0.000   0.008   0.007   0.022   0.042   0.055   0.063   0.066
Bottom        -0.000  -0.023  -0.022  -0.070  -0.129  -0.170  -0.194  -0.203
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.006   0.018   0.033   0.044   0.051   0.053
Precast-top   -0.000   0.004   0.004   0.012   0.023   0.030   0.035   0.036
Bottom        -0.000  -0.013  -0.012  -0.038  -0.071  -0.094  -0.107  -0.112
 
LL+I(+)
Topping-top   -0.000   0.081   0.077   0.240   0.437   0.569   0.646   0.665
Precast-top   -0.000   0.056   0.053   0.165   0.301   0.392   0.445   0.458
Bottom        -0.000  -0.172  -0.164  -0.510  -0.929  -1.207  -1.366  -1.406
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.098   0.093   0.290   0.531   0.694   0.789   0.814 
Precast-top   -0.010   0.220   0.211   0.730   1.345   1.723   1.874   1.982 
Bottom         0.542   1.978   1.907   1.255   0.375  -0.185  -0.451  -0.578 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.016   0.051   0.094   0.124   0.143   0.149 
Precast-top   -0.010   0.164   0.158   0.565   1.044   1.331   1.429   1.524 
Bottom         0.542   2.150   2.072   1.765   1.303   1.021   0.915   0.828 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67
 
Beam-Self
Precast-top    0.138   0.348   0.616   0.806   0.917   0.955 
Bottom        -0.113  -0.286  -0.504  -0.656  -0.742  -0.773 
 
Prestress
Precast-top   -0.108  -0.239  -0.443  -0.645  -0.844  -0.844 
Bottom         2.687   2.790   2.951   3.107   3.260   3.260 
 
Total
Precast-top    0.029   0.109   0.173   0.161   0.073   0.111 
Bottom         2.574   2.504   2.447   2.452   2.518   2.487 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.97 %)
             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    2.22    7.47   15.60   23.73   31.87   40.00
 
Prestress
Precast-top   -0.010  -0.097  -0.090  -0.213  -0.395  -0.574  -0.751  -0.751
Bottom         0.542   2.392   2.302   2.484   2.627   2.766   2.902   2.902
 
Self wt.
Precast-top   -0.000   0.106   0.101   0.317   0.585   0.775   0.886   0.924
Bottom        -0.000  -0.088  -0.083  -0.260  -0.478  -0.630  -0.717  -0.748
 
DL-Prec (DC)
Precast-top   -0.000   0.024   0.023   0.072   0.132   0.175   0.201   0.209
Bottom        -0.000  -0.020  -0.019  -0.059  -0.108  -0.143  -0.162  -0.169
 
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   0.002   0.003   0.005   0.006   0.008
Bottom        -0.000  -0.000  -0.000  -0.001  -0.003  -0.004  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.119   0.113   0.353   0.653   0.865   0.989   1.032
Bottom        -0.000  -0.098  -0.093  -0.291  -0.534  -0.704  -0.801  -0.835
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.010   0.033   0.061   0.080   0.092   0.096
Precast-top   -0.000   0.008   0.007   0.022   0.042   0.055   0.063   0.066
Bottom        -0.000  -0.023  -0.022  -0.070  -0.129  -0.170  -0.194  -0.203
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.006   0.018   0.033   0.044   0.051   0.053
Precast-top   -0.000   0.004   0.004   0.012   0.023   0.030   0.035   0.036
Bottom        -0.000  -0.013  -0.012  -0.038  -0.071  -0.094  -0.107  -0.112
 
LL+I(+)
Topping-top   -0.000   0.065   0.062   0.192   0.350   0.455   0.517   0.532
Precast-top   -0.000   0.044   0.042   0.132   0.240   0.313   0.356   0.367
Bottom        -0.000  -0.138  -0.132  -0.408  -0.743  -0.965  -1.093  -1.125
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.082   0.078   0.242   0.444   0.580   0.659   0.681 
Precast-top   -0.010   0.209   0.200   0.697   1.285   1.645   1.785   1.891 
Bottom         0.542   2.012   1.940   1.357   0.560   0.056  -0.178  -0.297 
 

 
 
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    2.22    7.47   15.60   23.73   31.87   40.00
F_LL+I(+)
Topping-top   -0.000   0.081   0.078   0.238   0.421   0.546   0.604   0.589
Precast-top   -0.000   0.056   0.053   0.163   0.290   0.375   0.416   0.406
Bottom        -0.000  -0.174  -0.166  -0.506  -0.895  -1.156  -1.278  -1.245
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.090   0.086   0.263   0.468   0.608   0.676   0.663 
Precast-top   -0.005   0.138   0.132   0.446   0.812   1.041   1.131   1.168 
Bottom         0.271   0.902   0.870   0.377  -0.243  -0.645  -0.821  -0.831 
 

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
    306.8    6.5   49.6    0.639   3.3   6.00e-3 50.0    314.2     1.518    3.017      0.00
      0.0    0.6   49.3     41.9 0.150      23.4 0.87    12.00     0.109    1.656 
Transfer:   3.00
    292.4    6.5   49.6    2.884  14.7   0.13e-3 29.4    195.2     0.456    1.760      0.00
    602.5    2.8   48.3    189.0 0.141     115.0 4.38    12.00     0.109    1.735 
Critical:   4.68
    282.0    6.5   49.6    3.167  14.7  -0.02e-3 28.9    171.3     0.393    0.930      0.00
    984.4    3.0   48.1    189.0 0.136     127.3 4.87    12.00     0.109    1.746 
0.1L    :   8.13
    260.7    6.5   49.6    3.742  14.7  -0.01e-3 29.0    149.6     0.346    0.827      0.00
   1766.4    3.6   47.9    189.0 0.126     125.4 4.82    12.00     0.109    1.717 
0.2L    :  16.27
    213.4    6.5   46.6    5.208  14.7   0.44e-3 30.6    135.3     0.359    0.620      0.00
   3158.9    4.1   44.5    189.0 0.110      87.2 3.60    24.00     0.109    1.416 
0.3L    :  24.40
    167.2    6.5   48.2    5.208  14.7   1.58e-3 34.5    116.0     0.346    0.413      0.00
   4096.8    4.1   46.1    189.0 0.082      55.1 2.20    24.00     0.109    1.121 
0.4L    :  32.53
    121.9    6.5   49.7    5.208   0.0   1.94e-3 35.8     84.7     0.256    0.413      0.00
   4571.6    4.1   47.7    189.0 0.062      50.7 1.96    24.00     0.109    1.384 
0.5L    :  40.67
     77.5    6.5   49.7    5.208   0.0   1.69e-3 34.9     31.2     0.109    0.413      0.00
   4601.0    4.1   47.7    189.0 0.040      54.9 2.12    24.00     0.109    2.277 
0.6L    :  48.80
    121.9    6.5   49.7    5.208   0.0   1.94e-3 35.8     84.7     0.256    0.413      0.00
   4571.6    4.1   47.7    189.0 0.062      50.7 1.96    24.00     0.109    1.384 
0.7L    :  56.93
    167.2    6.5   48.2    5.208  14.7   1.58e-3 34.5    116.0     0.346    0.413      0.00
   4096.8    4.1   46.1    189.0 0.082      55.1 2.20    24.00     0.109    1.121 
0.8L    :  65.06
    213.4    6.5   46.6    5.208  14.7   0.44e-3 30.6    135.3     0.359    0.620      0.00
   3158.9    4.1   44.5    189.0 0.110      87.2 3.60    24.00     0.109    1.416 
0.9L    :  73.20
    260.7    6.5   49.6    3.742  14.7  -0.01e-3 29.0    149.6     0.346    0.827      0.00
   1766.4    3.6   47.9    189.0 0.126     125.4 4.82    12.00     0.109    1.717 
Critical:  76.65
    282.0    6.5   49.6    3.167  14.7  -0.02e-3 28.9    171.3     0.393    0.930      0.00
    984.4    3.0   48.1    189.0 0.136     127.3 4.87    12.00     0.109    1.746 
Transfer:  78.33
    292.4    6.5   49.6    2.884  14.7   0.13e-3 29.4    195.2     0.456    1.760      0.00
    602.5    2.8   48.3    189.0 0.141     115.0 4.38    12.00     0.109    1.735 
Bearing :  80.67
    306.8    6.5   49.6    0.639   3.3   6.00e-3 50.0    314.2     1.518    3.017      0.00
      0.0    0.6   49.3     41.9 0.150      23.4 0.87    12.00     0.109    1.656 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    2.04
 
 
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
    306.8      6.91     49.65    0.62       49.34    24.00      0.300      1.553      0.000      3.017 
Transfer:      2.33
    292.4      6.73     49.65    2.76       48.27    24.00      0.300      1.494      0.000      1.760 
Critical:      4.01
    282.0      6.51     49.65    3.02       48.14    24.00      0.300      1.420      0.000      0.930 
0.1L    :      7.47
    260.7      6.05     49.65    3.56       47.87    24.00      0.300      1.267      0.000      0.827 
0.2L    :     15.60
    213.4      5.33     46.58    4.12       44.52    24.00      0.300      1.025      0.000      0.620 
0.3L    :     23.73
    167.2      4.03     48.17    4.12       46.11    24.00      0.300      0.593      0.000      0.413 
0.4L    :     31.87
    121.9      2.84     49.75    4.13       47.69    24.00      0.300      0.197      0.000      0.413 
0.5L    :     40.00
     77.5      1.81     49.75    4.13       47.69    24.00      0.300      0.000      0.000      0.413 
0.6L    :     48.13
    121.9      2.84     49.75    4.13       47.69    24.00      0.300      0.197      0.000      0.413 
0.7L    :     56.27
    167.2      4.03     48.17    4.12       46.11    24.00      0.300      0.593      0.000      0.413 
0.8L    :     64.40
    213.4      5.33     46.58    4.12       44.52    24.00      0.300      1.025      0.000      0.620 
0.9L    :     72.53
    260.7      6.05     49.65    3.56       47.87    24.00      0.300      1.267      0.000      0.827 
Critical:     75.99
    282.0      6.51     49.65    3.02       48.14    24.00      0.300      1.420      0.000      0.930 
Transfer:     77.67
    292.4      6.73     49.65    2.76       48.27    24.00      0.300      1.494      0.000      1.760 
Bearing :     80.00
    306.8      6.91     49.65    0.62       49.34    24.00      0.300      1.553      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.47 ft
Prestress      :       0.714  1.80      1.284  2.20      1.570
Self Wt.       :      -0.250  1.85     -0.462  2.40     -0.600
Deck + Haunch  :                       -0.232  2.30     -0.534
DL-Prec. (DC)  :                       -0.047  3.00     -0.141
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.033  3.00     -0.100
DL-Comp. (DW)  :                       -0.018  3.00     -0.055
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 15.60 ft
Prestress      :       1.287  1.80      2.317  2.20      2.832
Self Wt.       :      -0.470  1.85     -0.870  2.40     -1.128
Deck + Haunch  :                       -0.457  2.30     -1.051
DL-Prec. (DC)  :                       -0.093  3.00     -0.278
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.065  3.00     -0.196
DL-Comp. (DW)  :                       -0.036  3.00     -0.108
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 23.73 ft
Prestress      :       1.704  1.80      3.067  2.20      3.748
Self Wt.       :      -0.640  1.85     -1.183  2.40     -1.535
Deck + Haunch  :                       -0.631  2.30     -1.451
DL-Prec. (DC)  :                       -0.128  3.00     -0.384
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.091  3.00     -0.272
DL-Comp. (DW)  :                       -0.050  3.00     -0.150
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 31.87 ft
Prestress      :       1.950  1.80      3.510  2.20      4.291
Self Wt.       :      -0.744  1.85     -1.376  2.40     -1.785
Deck + Haunch  :                       -0.738  2.30     -1.697
DL-Prec. (DC)  :                       -0.150  3.00     -0.449
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.106  3.00     -0.318
DL-Comp. (DW)  :                       -0.059  3.00     -0.176
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 40.00 ft
Prestress      :       2.039  1.80      3.671  2.20      4.486
Self Wt.       :      -0.781  1.85     -1.445  2.40     -1.875
Deck + Haunch  :                       -0.776  2.30     -1.785
DL-Prec. (DC)  :                       -0.157  3.00     -0.472
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.112  3.00     -0.335
DL-Comp. (DW)  :                       -0.062  3.00     -0.185
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 48.13 ft
Prestress      :       1.950  1.80      3.510  2.20      4.291
Self Wt.       :      -0.744  1.85     -1.376  2.40     -1.785
Deck + Haunch  :                       -0.738  2.30     -1.697
DL-Prec. (DC)  :                       -0.150  3.00     -0.449
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.106  3.00     -0.318
DL-Comp. (DW)  :                       -0.059  3.00     -0.176
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 56.27 ft
Prestress      :       1.704  1.80      3.067  2.20      3.748
Self Wt.       :      -0.640  1.85     -1.183  2.40     -1.535
Deck + Haunch  :                       -0.631  2.30     -1.451
DL-Prec. (DC)  :                       -0.128  3.00     -0.384
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.091  3.00     -0.272
DL-Comp. (DW)  :                       -0.050  3.00     -0.150
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 64.40 ft
Prestress      :       1.287  1.80      2.317  2.20      2.832
Self Wt.       :      -0.470  1.85     -0.870  2.40     -1.128
Deck + Haunch  :                       -0.457  2.30     -1.051
DL-Prec. (DC)  :                       -0.093  3.00     -0.278
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.065  3.00     -0.196
DL-Comp. (DW)  :                       -0.036  3.00     -0.108
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 72.53 ft
Prestress      :       0.714  1.80      1.284  2.20      1.570
Self Wt.       :      -0.250  1.85     -0.462  2.40     -0.600
Deck + Haunch  :                       -0.232  2.30     -0.534
DL-Prec. (DC)  :                       -0.047  3.00     -0.141
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.033  3.00     -0.100
DL-Comp. (DW)  :                       -0.018  3.00     -0.055
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
   593.8    44.0  3.461  264.4    3.2   2.76   3250.0  0.044T 1.00       -       -     -     -  
H/2     :   2.22
   565.1    44.0  3.327  264.6    3.1   2.66   3128.7  0.046T 1.00       -       -     -     -  
0.1L    :   7.47
  1766.4    45.0  4.491  263.0    4.2   3.56   4253.0  0.034T 1.00       -       -     -     -  
0.2L    :  15.60
  3251.1    46.6  5.208  262.1    4.8   4.12   5065.4  0.029T 1.00   4066.9  4066.9    1.25    -  
0.3L    :  23.73
  4278.2    48.2  5.208  262.4    4.8   4.12   5250.3  0.029T 1.00   4127.3  4127.3    1.27    -  
0.4L    :  31.87
  4890.3    49.7  5.208  262.6    4.9   4.13   5435.3  0.029T 1.00   4247.9  4247.9    1.28    -  
0.5L    :  40.00
  5063.7    49.7  5.208  262.6    4.9   4.13   5435.3  0.029T 1.00   4218.5  4218.5    1.29    -  
0.6L    :  48.13
  4890.3    49.7  5.208  262.6    4.9   4.13   5435.3  0.029T 1.00   4247.9  4247.9    1.28    -  
0.7L    :  56.27
  4278.2    48.2  5.208  262.4    4.8   4.12   5250.3  0.029T 1.00   4127.3  4127.3    1.27    -  
0.8L    :  64.40
  3251.1    46.6  5.208  262.1    4.8   4.12   5065.4  0.029T 1.00   4066.9  4066.9    1.25    -  
0.9L    :  72.53
  1766.4    45.0  4.491  263.0    4.2   3.56   4253.0  0.034T 1.00       -       -     -     -  
H/2     :  77.78
   565.1    44.0  3.327  264.6    3.1   2.66   3128.7  0.046T 1.00       -       -     -     -  
Transfer:  77.67
   593.8    44.0  3.461  264.4    3.2   2.76   3250.0  0.044T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.045
        M   2.00 Fb     0.179
 
  2   2 E  42.00 Ft     0.373
        M   4.00 Fb     0.125
 
  3   2 E  40.00 Ft     0.678
        M   2.00 Fb     0.091
 
  4   2 E   6.00 Ft     0.631
        M   6.00 Fb     0.345
 
  5   2 E   6.00 Ft     0.585
        M   6.00 Fb     0.600
 
  6   2 E   6.00 Ft     0.538
        M   6.00 Fb     0.855
 
  7   2 E   4.00 Ft     0.469
        M   4.00 Fb     1.129
 
  8   2 E   4.00 Ft     0.399
        M   4.00 Fb     1.402
 
  9   2 E   2.00 Ft     0.307
        M   2.00 Fb     1.695
 
 10   2 E   2.00 Ft     0.214
        M   2.00 Fb     1.988
 
 11   2 E   2.00 Ft     0.122
        M   2.00 Fb     2.281
 
 12   2 E   2.00 Ft     0.029
        M   2.00 Fb     2.574
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 81.33            Release Length, ft: 81.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   4           No. of strands, Straight:  20
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  6.36 %               Final losses: 11.31 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       2.574     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.029       Trans
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5435.31     5063.74     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   0.814     Midspan    1.800   0.149     Midspan
    Pre.Top:   4.200   1.982     Midspan    3.150   1.524     Midspan
    Pre.Bot:   4.200   1.978    Transfer    3.150   2.150    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503  -0.010     Bearing
    Pre.Bot:  -0.503  -0.297     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.168     Midspan
    Pre.Bot:                                                             2.800   0.902    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  40.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.039  1.80      3.671  2.20      4.486
Self Wt.       :      -0.781  1.85     -1.445  2.40     -1.875
Deck + Haunch  :                       -0.776  2.30     -1.785
DL-Prec. (DC)  :                       -0.157  3.00     -0.472
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.112  3.00     -0.335
DL-Comp. (DW)  :                       -0.062  3.00     -0.185
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-BTC                              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   80.00
     DC  Line       0.087      0.00       0.087   80.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    40.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 81.330 ft
Release length = 81.330 ft
Design  length = 80.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.760   (Calculated)    
Live Moment (1  lane  loaded)  : 0.534   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.171   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.936   (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                  =        691.8 in2           1421.1 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           472278 in4#
Ht. of c.g.           =        20.74 in             35.39 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8314

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     2.22     7.47    15.60    23.73    31.87    40.00
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    697.4    717.0    716.0    717.0    717.0    717.0    717.0    717.0
  Yb      ,  in    20.65    20.34    20.35    20.30    20.24    20.19    20.13    20.13
  MI(Ixx) , in4   179647   182185   182052   182768   183792   184937   186205   186205
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1426.4   1444.8   1443.9   1444.8   1444.8   1444.8   1444.8   1444.8
  Yb      ,  in    35.30    34.97    34.98    34.95    34.92    34.90    34.87    34.87
  MI(Ixx) , in4   475735   488224   487589   489466   491530   493710   496008   496008

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 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           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 32.53 ft from member end )
END PATTERN (Ycg = 9.83 in):
    10 @  2.000 in     4 @  4.000 in     6 @  6.000 in     2 @ 40.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     4 @  4.000 in     6 @  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     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.777 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.721 ft
Holddown Force        =  16.484 kips     Beam Shrtng (PL/AE)   =      0.285 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)       
--------------------------------------------------------------------------------------
      1953.150         740 1445.331     14.471 58608.555   830.776     514.814        
 
 
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       2.75       0.1250      0.5833     No
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       4.50       1.7500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.5000      4.5000    Yes
      2      US#5[M16]       60.00        0.62       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      8.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.9167     17.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      17.9167     24.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      24.1667     57.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      57.1634     63.4134    Yes
      2      US#5[M16]       60.00        0.62      12.00      63.4134     72.4134    Yes
      2      US#5[M16]       60.00        0.62       9.00      72.4134     76.1634    Yes
      2      US#5[M16]       60.00        0.62       8.00      76.1634     76.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      76.8301     78.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      78.8301     79.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      79.5801     80.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      80.7467     81.2051     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 81.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.50 in
         P_init    =     1020.9 kips  Ecc = 17.24 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.47 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.135 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.99 ksi    0.00 ksi
    due to Composite Loads                                 -1.55 ksi    0.00 ksi
    due to Live Loads                                      -5.26 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                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.54 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.47 ksi  ( 6.36 %)             9.71 ksi ( 4.95 %)
Total Prestress Losses                                    22.18 ksi (11.32 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.22    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    65.3    62.2   195.2   362.0   481.2   552.7   576.5
(Max)       V      28.8    27.1    27.2    23.4    17.6    11.7     5.9     0.0
DL-Prec.  : M       0.0    11.0    10.5    33.0    61.1    81.3    93.3    97.4
DC(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     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
Deck +    : M       0.0    82.9    78.9   247.5   459.0   610.2   700.8   731.0
Haunch (Max)V      36.6    34.4    34.5    29.7    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.6     0.6     1.9     3.9     5.9     8.0    10.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    26.8    25.5    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.2     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0    14.8    14.1    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   187.9   178.8   557.3  1019.9  1332.0  1516.7  1561.2
            V     129.0   123.7   124.0   112.2    94.9    77.6    54.4    37.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   129.0   123.7   124.0   112.2    95.8    80.1    65.0    50.5
            M      -0.0   192.6   183.4   557.3   969.8  1233.5  1343.8  1310.1
Total     : M+      0.0   389.4   370.6  1159.2  2136.7  2817.2  3223.8  3343.6
            V     217.8   207.4   207.9   184.5   149.2   113.9    72.6    37.3
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   217.8   207.4   207.9   184.5   150.1   116.4    83.2    50.7
            M      -0.0   394.1   375.2  1159.2  2086.7  2718.7  3050.9  3092.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.78   77.67   80.00
Self wt.  : M     552.7   481.2   362.0   195.2    62.2    65.3     0.0
(Max)       V       5.9    11.7    17.6    23.4    27.2    27.1    28.8
DL-Prec.  : M      93.3    81.3    61.1    33.0    10.5    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     700.8   610.2   459.0   247.5    78.9    82.9     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    34.5    34.4    36.6
Diaphragm : M       8.0     5.9     3.9     1.9     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     227.0   197.6   148.7    80.2    25.5    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.2    11.1    11.8
DL-Comp   : M     125.3   109.1    82.1    44.2    14.1    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
LL + I    : M+   1516.7  1332.0  1019.9   557.3   178.8   187.9     0.0
            V      54.4    77.6    94.9   112.2   124.0   123.7   129.0
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    65.0    80.1    95.8   112.2   124.0   123.7   129.0
            M    1343.8  1233.5   969.8   557.3   183.4   192.6    -0.0
Total     : M+   3223.8  2817.2  2136.7  1159.2   370.6   389.4     0.0
            V      72.6   113.9   149.2   184.5   207.9   207.4   217.8
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    83.2   116.4   150.1   184.5   207.9   207.4   217.8
            M    3050.9  2718.7  2086.7  1159.2   375.2   394.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               28.8             28.8
Deck+Haunch            36.6             36.6
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           59.2             59.2
DL-Comp.(DW)           32.7             32.7
Live                   89.2             89.2
        Truck          63.6             63.6
        Lane           25.6             25.6
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    2.22    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    65.3    62.2   195.2   362.0   481.2   552.7   576.5
(Max)       V      28.8    27.1    27.2    23.4    17.6    11.7     5.9     0.0
DL-Prec.  : M       0.0    11.0    10.5    33.0    61.1    81.3    93.3    97.4
DC(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     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
Deck +    : M       0.0    82.9    78.9   247.5   459.0   610.2   700.8   731.0
Haunch (Max)V      36.6    34.4    34.5    29.7    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.6     0.6     1.9     3.9     5.9     8.0    10.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    26.8    25.5    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.2     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0    14.8    14.1    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   150.3   143.1   445.9   815.9  1065.6  1213.4  1249.0
            V     103.2    99.0    99.2    89.7    75.9    62.1    43.5    29.6
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   103.2    99.0    99.2    89.7    76.6    64.1    52.0    40.4
            M      -0.0   154.1   146.7   445.9   775.9   986.8  1075.0  1048.1
Total     : M+      0.0   351.8   334.8  1047.8  1932.8  2550.8  2920.4  3031.4
            V     192.0   182.7   183.1   162.1   130.2    98.3    61.8    29.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   192.0   182.7   183.1   162.1   130.9   100.3    70.2    40.6
            M      -0.0   355.6   338.5  1047.8  1892.7  2472.0  2782.1  2830.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.78   77.67   80.00
Self wt.  : M     552.7   481.2   362.0   195.2    62.2    65.3     0.0
(Max)       V       5.9    11.7    17.6    23.4    27.2    27.1    28.8
DL-Prec.  : M      93.3    81.3    61.1    33.0    10.5    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     700.8   610.2   459.0   247.5    78.9    82.9     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    34.5    34.4    36.6
Diaphragm : M       8.0     5.9     3.9     1.9     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     227.0   197.6   148.7    80.2    25.5    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.2    11.1    11.8
DL-Comp   : M     125.3   109.1    82.1    44.2    14.1    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
LL + I    : M+   1213.4  1065.6   815.9   445.9   143.1   150.3     0.0
            V      43.5    62.1    75.9    89.7    99.2    99.0   103.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    52.0    64.1    76.6    89.7    99.2    99.0   103.2
            M    1075.0   986.8   775.9   445.9   146.7   154.1    -0.0
Total     : M+   2920.4  2550.8  1932.8  1047.8   334.8   351.8     0.0
            V      61.8    98.3   130.2   162.1   183.1   182.7   192.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    70.2   100.3   130.9   162.1   183.1   182.7   192.0
            M    2782.1  2472.0  1892.7  1047.8   338.5   355.6    -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    2.22    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    81.7    77.7   244.0   452.5   601.5   690.8   720.6
(Max)       V      36.0    33.9    34.0    29.3    22.0    14.7     7.3     0.0
Self wt.  : M       0.0    58.8    56.0   175.7   325.8   433.1   497.4   518.8
(Min)       V      25.9    24.4    24.5    21.1    15.8    10.5     5.3     0.0
DL-Prec.  : M       0.0    13.8    13.1    41.2    76.4   101.6   116.7   121.7
DC(Max)     V       6.1     5.7     5.7     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     9.9     9.5    29.7    55.0    73.1    84.0    87.6
DC(Min)     V       4.4     4.1     4.1     3.6     2.7     1.8     0.9     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   103.6    98.6   309.4   573.8   762.7   876.0   913.8
Haunch (Max)V      45.7    43.0    43.2    37.2    27.9    18.6     9.3     0.0
Deck +    : M       0.0    74.6    71.0   222.7   413.1   549.1   630.7   657.9
Haunch (Min)V      32.9    31.0    31.1    26.8    20.1    13.4     6.7     0.0
Diaphragm : M       0.0     0.7     0.7     2.3     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     1.7     3.5     5.3     7.2     9.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    33.5    31.9   100.2   185.9   247.1   283.8   296.0
DC(Max)     V      14.8    13.9    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    24.2    23.0    72.2   133.8   177.9   204.3   213.1
DC(Min)     V      10.7    10.0    10.1     8.7     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0    22.2    21.1    66.4   123.1   163.6   187.9   196.0
DW(Max)     V       9.8     9.2     9.3     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0     9.6     9.2    28.8    53.3    70.9    81.4    84.9
DW(Min)     V       4.2     4.0     4.0     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   328.8   313.0   975.3  1784.8  2331.0  2654.2  2732.1
            V     225.7   216.5   217.0   196.3   166.0   135.7    95.1    64.8
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   225.7   216.5   217.0   196.3   167.6   140.1   113.7    88.3
            M      -0.0   337.1   321.0   975.3  1697.2  2158.6  2351.6  2292.7
Total     : M+      0.0   584.4   556.1  1738.7  3201.4  4214.8  4819.4  4992.8
            V     338.4   322.7   323.5   288.0   234.9   181.8   118.3    65.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   338.4   322.7   323.5   288.0   236.5   186.1   136.9    88.6
            M      -0.0   592.6   564.2  1738.7  3113.8  4042.5  4516.8  4553.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.78   77.67   80.00
Self wt.  : M     690.8   601.5   452.5   244.0    77.7    81.7     0.0
(Max)       V       7.3    14.7    22.0    29.3    34.0    33.9    36.0
Self wt.  : M     497.4   433.1   325.8   175.7    56.0    58.8     0.0
(Min)       V       5.3    10.5    15.8    21.1    24.5    24.4    25.9
DL-Prec.  : M     116.7   101.6    76.4    41.2    13.1    13.8     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.7     5.7     6.1
DL-Prec.  : M      84.0    73.1    55.0    29.7     9.5     9.9     0.0
DC(Min)     V       0.9     1.8     2.7     3.6     4.1     4.1     4.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     876.0   762.7   573.8   309.4    98.6   103.6     0.0
Haunch (Max)V       9.3    18.6    27.9    37.2    43.2    43.0    45.7
Deck +    : M     630.7   549.1   413.1   222.7    71.0    74.6     0.0
Haunch (Min)V       6.7    13.4    20.1    26.8    31.1    31.0    32.9
Diaphragm : M      10.0     7.4     4.9     2.3     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       7.2     5.3     3.5     1.7     0.5     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     283.8   247.1   185.9   100.2    31.9    33.5     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    13.9    14.8
DL-Comp   : M     204.3   177.9   133.8    72.2    23.0    24.2     0.0
DC(Min)     V       2.2     4.3     6.5     8.7    10.1    10.0    10.7
DL-Comp   : M     187.9   163.6   123.1    66.4    21.1    22.2     0.0
DW(Max)     V       2.0     4.0     6.0     8.0     9.3     9.2     9.8
DL-Comp   : M      81.4    70.9    53.3    28.8     9.2     9.6     0.0
DW(Min)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.2
LL + I    : M+   2654.2  2331.0  1784.8   975.3   313.0   328.8     0.0
            V      95.1   135.7   166.0   196.3   217.0   216.5   225.7
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   113.7   140.1   167.6   196.3   217.0   216.5   225.7
            M    2351.6  2158.6  1697.2   975.3   321.0   337.1    -0.0
Total     : M+   4819.4  4214.8  3201.4  1738.7   556.1   584.4     0.0
            V     118.3   181.8   234.9   288.0   323.5   322.7   338.4
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   136.9   186.1   236.5   288.0   323.5   322.7   338.4
            M    4516.8  4042.5  3113.8  1738.7   564.2   592.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.0             36.0
Deck+Haunch            45.7             45.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           49.0             49.0
Live                  156.1            156.1
        Truck         111.3            111.3
        Lane           44.8             44.8
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    2.22    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    65.3    62.2   195.2   362.0   481.2   552.7   576.5
(Max)       V      28.8    27.1    27.2    23.4    17.6    11.7     5.9     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    11.0    10.5    33.0    61.1    81.3    93.3    97.4
DC(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     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    82.9    78.9   247.5   459.0   610.2   700.8   731.0
Haunch (Max)V      36.6    34.4    34.5    29.7    22.3    14.9     7.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     1.9     3.9     5.9     8.0    10.0
(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    26.8    25.5    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.2     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    14.8    14.1    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   132.9   126.5   388.5   690.9   897.3   997.4   971.7
            V     104.8   100.5   100.7    91.2    77.6    59.9    46.4    32.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   104.8   100.5   100.7    91.2    77.6    64.1    50.5    37.7
            M       0.0   132.9   126.5   388.5   690.9   867.4   918.0   859.9
Total     : M+      0.0   334.4   318.2   990.4  1807.7  2382.5  2704.5  2754.1
            V     193.6   184.2   184.7   163.5   131.9    96.2    64.6    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   193.6   184.2   184.7   163.5   131.9   100.4    68.8    37.9
            M       0.0   334.4   318.2   990.4  1807.7  2352.6  2625.1  2642.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.78   77.67   80.00
Self wt.  : M     552.7   481.2   362.0   195.2    62.2    65.3     0.0
(Max)       V       5.9    11.7    17.6    23.4    27.2    27.1    28.8
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      93.3    81.3    61.1    33.0    10.5    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
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     700.8   610.2   459.0   247.5    78.9    82.9     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    34.5    34.4    36.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       8.0     5.9     3.9     1.9     0.6     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     227.0   197.6   148.7    80.2    25.5    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.2    11.1    11.8
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     125.3   109.1    82.1    44.2    14.1    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
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+    997.4   897.3   690.9   388.5   126.5   132.9     0.0
            V      46.4    59.9    77.6    91.2   100.7   100.5   104.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.5    64.1    77.6    91.2   100.7   100.5   104.8
            M     918.0   867.4   690.9   388.5   126.5   132.9     0.0
Total     : M+   2704.5  2382.5  1807.7   990.4   318.2   334.4     0.0
            V      64.6    96.2   131.9   163.5   184.7   184.2   193.6
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    68.8   100.4   131.9   163.5   184.7   184.2   193.6
            M    2625.1  2352.6  1807.7   990.4   318.2   334.4     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67
 
Beam-Self
Precast-top    0.138   0.348   0.616   0.806   0.917   0.955 
Bottom        -0.113  -0.286  -0.504  -0.656  -0.742  -0.773 
 
Prestress
Precast-top   -0.108  -0.239  -0.443  -0.645  -0.844  -0.844 
Bottom         2.687   2.790   2.951   3.107   3.260   3.260 
 
Total
Precast-top    0.029   0.109   0.173   0.161   0.073   0.111 
Bottom         2.574   2.504   2.447   2.452   2.518   2.487 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.97 %)
             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    2.22    7.47   15.60   23.73   31.87   40.00
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.015   0.046   0.086   0.114   0.130   0.136 
Precast-top   -0.010   0.173   0.166   0.592   1.094   1.398   1.506   1.606 
Bottom         0.542   2.142   2.064   1.741   1.259   0.962   0.847   0.756 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67
 
Beam-Self
Precast-top    0.138   0.348   0.616   0.806   0.917   0.955 
Bottom        -0.113  -0.286  -0.504  -0.656  -0.742  -0.773 
 
Prestress
Precast-top   -0.108  -0.239  -0.443  -0.645  -0.844  -0.844 
Bottom         2.687   2.790   2.951   3.107   3.260   3.260 
 
Total
Precast-top    0.029   0.109   0.173   0.161   0.073   0.111 
Bottom         2.574   2.504   2.447   2.452   2.518   2.487 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.97 %)
             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    2.22    7.47   15.60   23.73   31.87   40.00
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 

 
 
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    2.22    7.47   15.60   23.73   31.87   40.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.057   0.055   0.168   0.300   0.390   0.434   0.427 
Precast-top   -0.005   0.119   0.114   0.392   0.717   0.919   0.997   1.041 
Bottom         0.271   0.957   0.923   0.538   0.040  -0.280  -0.418  -0.442 
 

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
    338.4    6.5   49.6    0.637   3.3   6.00e-3 50.0    349.4     1.686    3.017      0.00
      0.0    0.5   49.4     41.9 0.166      23.4 0.87    12.00     0.109    1.502 
Transfer:   3.00
    322.7    6.5   49.6    2.874  14.7   0.89e-3 32.1    268.0     0.694    1.760      0.00
    592.6    2.4   48.4    189.0 0.156      75.9 2.88    12.00     0.109    1.578 
Critical:   4.69
    311.2    6.5   49.6    3.159  14.7  -0.00e-3 29.0    204.9     0.470    0.930      0.00
    971.8    2.7   48.3    189.0 0.151     126.2 4.80    12.00     0.109    1.580 
0.1L    :   8.13
    288.0    6.5   49.6    3.731  14.7   0.02e-3 29.1    181.7     0.420    0.827      0.00
   1738.7    3.1   48.1    189.0 0.140     123.7 4.73    12.00     0.109    1.550 
0.2L    :  16.27
    236.5    6.5   46.6    5.208  14.7   0.49e-3 30.7    162.5     0.431    0.620      0.00
   3113.8    3.6   44.8    189.0 0.122      85.6 3.52    24.00     0.109    1.271 
0.3L    :  24.40
    186.1    6.5   48.2    5.208  14.7   1.57e-3 34.5    136.7     0.406    0.413      0.00
   4042.5    3.6   46.3    189.0 0.091      55.4 2.20    24.00     0.109    1.013 
0.4L    :  32.53
    136.9    6.5   49.7    5.208   0.0   1.91e-3 35.7    100.6     0.302    0.413      0.00
   4516.8    3.6   47.9    189.0 0.070      51.4 1.97    24.00     0.109    1.245 
0.5L    :  40.67
     88.6    6.5   49.7    5.208   0.0   1.65e-3 34.8     42.5     0.123    0.413      0.00
   4553.3    3.6   47.9    189.0 0.045      56.0 2.15    24.00     0.109    2.018 
0.6L    :  48.80
    136.9    6.5   49.7    5.208   0.0   1.91e-3 35.7    100.6     0.302    0.413      0.00
   4516.8    3.6   47.9    189.0 0.070      51.4 1.97    24.00     0.109    1.245 
0.7L    :  56.93
    186.1    6.5   48.2    5.208  14.7   1.57e-3 34.5    136.7     0.406    0.413      0.00
   4042.5    3.6   46.3    189.0 0.091      55.4 2.20    24.00     0.109    1.013 
0.8L    :  65.06
    236.5    6.5   46.6    5.208  14.7   0.49e-3 30.7    162.5     0.431    0.620      0.00
   3113.8    3.6   44.8    189.0 0.122      85.6 3.52    24.00     0.109    1.271 
0.9L    :  73.20
    288.0    6.5   49.6    3.731  14.7   0.02e-3 29.1    181.7     0.420    0.827      0.00
   1738.7    3.1   48.1    189.0 0.140     123.7 4.73    12.00     0.109    1.550 
Critical:  76.64
    311.2    6.5   49.6    3.159  14.7  -0.00e-3 29.0    204.9     0.470    0.930      0.00
    971.8    2.7   48.3    189.0 0.151     126.2 4.80    12.00     0.109    1.580 
Transfer:  78.33
    322.7    6.5   49.6    2.874  14.7   0.89e-3 32.1    268.0     0.694    1.760      0.00
    592.6    2.4   48.4    189.0 0.156      75.9 2.88    12.00     0.109    1.578 
Bearing :  80.67
    338.4    6.5   49.6    0.637   3.3   6.00e-3 50.0    349.4     1.686    3.017      0.00
      0.0    0.5   49.4     41.9 0.166      23.4 0.87    12.00     0.109    1.502 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    2.04
 
 
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
    338.4      7.62     49.65    0.54       49.38    24.00      0.300      1.789      0.000      3.017 
Transfer:      2.33
    322.7      7.40     49.65    2.42       48.44    24.00      0.300      1.717      0.000      1.760 
Critical:      4.03
    311.3      7.16     49.65    2.66       48.32    24.00      0.300      1.636      0.000      0.930 
0.1L    :      7.47
    288.0      6.66     49.65    3.13       48.08    24.00      0.300      1.469      0.000      0.827 
0.2L    :     15.60
    236.5      5.87     46.58    3.63       44.77    24.00      0.300      1.206      0.000      0.620 
0.3L    :     23.73
    186.1      4.46     48.17    3.63       46.35    24.00      0.300      0.737      0.000      0.413 
0.4L    :     31.87
    136.9      3.17     49.75    3.64       47.93    24.00      0.300      0.308      0.000      0.413 
0.5L    :     40.00
     88.6      2.05     49.75    3.64       47.93    24.00      0.300      0.000      0.000      0.413 
0.6L    :     48.13
    136.9      3.17     49.75    3.64       47.93    24.00      0.300      0.308      0.000      0.413 
0.7L    :     56.27
    186.1      4.46     48.17    3.63       46.35    24.00      0.300      0.737      0.000      0.413 
0.8L    :     64.40
    236.5      5.87     46.58    3.63       44.77    24.00      0.300      1.206      0.000      0.620 
0.9L    :     72.53
    288.0      6.66     49.65    3.13       48.08    24.00      0.300      1.469      0.000      0.827 
Critical:     75.97
    311.3      7.16     49.65    2.66       48.32    24.00      0.300      1.636      0.000      0.930 
Transfer:     77.67
    322.7      7.40     49.65    2.42       48.44    24.00      0.300      1.717      0.000      1.760 
Bearing :     80.00
    338.4      7.62     49.65    0.54       49.38    24.00      0.300      1.789      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.47 ft
Prestress      :       0.714  1.80      1.284  2.20      1.570
Self Wt.       :      -0.250  1.85     -0.462  2.40     -0.600
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          :       0.464            0.822            0.970
 
At 0.2 x L = 15.60 ft
Prestress      :       1.287  1.80      2.317  2.20      2.832
Self Wt.       :      -0.470  1.85     -0.870  2.40     -1.128
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          :       0.817            1.447            1.704
 
At 0.3 x L = 23.73 ft
Prestress      :       1.704  1.80      3.067  2.20      3.748
Self Wt.       :      -0.640  1.85     -1.183  2.40     -1.535
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          :       1.064            1.884            2.214
 
At 0.4 x L = 31.87 ft
Prestress      :       1.950  1.80      3.510  2.20      4.291
Self Wt.       :      -0.744  1.85     -1.376  2.40     -1.785
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          :       1.206            2.134            2.505
 
At 0.5 x L = 40.00 ft
Prestress      :       2.039  1.80      3.671  2.20      4.486
Self Wt.       :      -0.781  1.85     -1.445  2.40     -1.875
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          :       1.258            2.226            2.612
 
At 0.6 x L = 48.13 ft
Prestress      :       1.950  1.80      3.510  2.20      4.291
Self Wt.       :      -0.744  1.85     -1.376  2.40     -1.785
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          :       1.206            2.134            2.505
 
At 0.7 x L = 56.27 ft
Prestress      :       1.704  1.80      3.067  2.20      3.748
Self Wt.       :      -0.640  1.85     -1.183  2.40     -1.535
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          :       1.064            1.884            2.214
 
At 0.8 x L = 64.40 ft
Prestress      :       1.287  1.80      2.317  2.20      2.832
Self Wt.       :      -0.470  1.85     -0.870  2.40     -1.128
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          :       0.817            1.447            1.704
 
At 0.9 x L = 72.53 ft
Prestress      :       0.714  1.80      1.284  2.20      1.570
Self Wt.       :      -0.250  1.85     -0.462  2.40     -0.600
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          :       0.464            0.822            0.970
 

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
   584.4    44.0  3.449  265.1    2.9   2.42   3260.4  0.051T 1.00       -       -     -     -  
H/2     :   2.22
   556.1    44.0  3.315  265.3    2.7   2.33   3138.0  0.053T 1.00       -       -     -     -  
0.1L    :   7.47
  1738.7    45.0  4.478  263.8    3.7   3.13   4275.8  0.039T 1.00       -       -     -     -  
0.2L    :  15.60
  3201.4    46.6  5.208  263.1    4.3   3.63   5111.3  0.033T 1.00    704.0   704.0    7.26    -  
0.3L    :  23.73
  4214.8    48.2  5.208  263.3    4.3   3.63   5296.3  0.033T 1.00    556.1   556.1    9.52    -  
0.4L    :  31.87
  4819.4    49.7  5.208  263.5    4.3   3.64   5481.4  0.033T 1.00    475.4   475.4   11.53    -  
0.5L    :  40.00
  4992.8    49.7  5.208  263.5    4.3   3.64   5481.4  0.033T 1.00    443.1   443.1   12.37    -  
0.6L    :  48.13
  4819.4    49.7  5.208  263.5    4.3   3.64   5481.4  0.033T 1.00    475.4   475.4   11.53    -  
0.7L    :  56.27
  4214.8    48.2  5.208  263.3    4.3   3.63   5296.3  0.033T 1.00    556.1   556.1    9.52    -  
0.8L    :  64.40
  3201.4    46.6  5.208  263.1    4.3   3.63   5111.3  0.033T 1.00    704.0   704.0    7.26    -  
0.9L    :  72.53
  1738.7    45.0  4.478  263.8    3.7   3.13   4275.8  0.039T 1.00       -       -     -     -  
H/2     :  77.78
   556.1    44.0  3.315  265.3    2.7   2.33   3138.0  0.053T 1.00       -       -     -     -  
Transfer:  77.67
   584.4    44.0  3.449  265.1    2.9   2.42   3260.4  0.051T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.045
        M   2.00 Fb     0.179
 
  2   2 E  42.00 Ft     0.373
        M   4.00 Fb     0.125
 
  3   2 E  40.00 Ft     0.678
        M   2.00 Fb     0.091
 
  4   2 E   6.00 Ft     0.631
        M   6.00 Fb     0.345
 
  5   2 E   6.00 Ft     0.585
        M   6.00 Fb     0.600
 
  6   2 E   6.00 Ft     0.538
        M   6.00 Fb     0.855
 
  7   2 E   4.00 Ft     0.469
        M   4.00 Fb     1.129
 
  8   2 E   4.00 Ft     0.399
        M   4.00 Fb     1.402
 
  9   2 E   2.00 Ft     0.307
        M   2.00 Fb     1.695
 
 10   2 E   2.00 Ft     0.214
        M   2.00 Fb     1.988
 
 11   2 E   2.00 Ft     0.122
        M   2.00 Fb     2.281
 
 12   2 E   2.00 Ft     0.029
        M   2.00 Fb     2.574
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 81.33            Release Length, ft: 81.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   4           No. of strands, Straight:  20
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  6.36 %               Final losses: 11.32 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       2.574     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.029       Trans
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5481.43     4992.76     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  -0.000     Bearing    1.800   0.136     Midspan
    Pre.Top:   4.200  -0.000     Bearing    3.150   1.606     Midspan
    Pre.Bot:   4.200  -0.000     Bearing    3.150   2.142    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503  -0.000     Bearing
    Pre.Bot:  -0.503  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.041     Midspan
    Pre.Bot:                                                             2.800   0.957    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  40.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.039  1.80      3.671  2.20      4.486
Self Wt.       :      -0.781  1.85     -1.445  2.40     -1.875
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          :       1.258            2.226            2.612
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              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   80.00
     DC  Line       0.087      0.00       0.087   80.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    40.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 81.330 ft
Release length = 81.330 ft
Design  length = 80.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.760   (Calculated)    
Live Moment (1  lane  loaded)  : 0.534   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.171   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.936   (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                  =        691.8 in2           1421.1 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           472278 in4#
Ht. of c.g.           =        20.74 in             35.39 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8314

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     2.22     7.47    15.60    23.73    31.87    40.00
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    697.4    717.0    716.0    717.0    717.0    717.0    717.0    717.0
  Yb      ,  in    20.65    20.34    20.35    20.30    20.24    20.19    20.13    20.13
  MI(Ixx) , in4   179647   182185   182052   182768   183792   184937   186205   186205
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1426.4   1444.8   1443.9   1444.8   1444.8   1444.8   1444.8   1444.8
  Yb      ,  in    35.30    34.97    34.98    34.95    34.92    34.90    34.87    34.87
  MI(Ixx) , in4   475735   488224   487589   489466   491530   493710   496008   496008

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 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           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 32.53 ft from member end )
END PATTERN (Ycg = 9.83 in):
    10 @  2.000 in     4 @  4.000 in     6 @  6.000 in     2 @ 40.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     4 @  4.000 in     6 @  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     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.777 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.721 ft
Holddown Force        =  16.484 kips     Beam Shrtng (PL/AE)   =      0.285 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)       
--------------------------------------------------------------------------------------
      1953.150         740 1445.331     14.471 58608.555   830.776     514.814        
 
 
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       2.75       0.1250      0.5833     No
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       4.50       1.7500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.5000      4.5000    Yes
      2      US#5[M16]       60.00        0.62       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      8.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.9167     17.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      17.9167     24.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      24.1667     57.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      57.1634     63.4134    Yes
      2      US#5[M16]       60.00        0.62      12.00      63.4134     72.4134    Yes
      2      US#5[M16]       60.00        0.62       9.00      72.4134     76.1634    Yes
      2      US#5[M16]       60.00        0.62       8.00      76.1634     76.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      76.8301     78.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      78.8301     79.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      79.5801     80.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      80.7467     81.2051     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 81.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.50 in
         P_init    =     1020.9 kips  Ecc = 17.24 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.47 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.135 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.99 ksi    0.00 ksi
    due to Composite Loads                                 -1.55 ksi    0.00 ksi
    due to Live Loads                                      -5.26 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                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.54 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.47 ksi  ( 6.36 %)             9.71 ksi ( 4.95 %)
Total Prestress Losses                                    22.18 ksi (11.32 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.22    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    65.3    62.2   195.2   362.0   481.2   552.7   576.5
(Max)       V      28.8    27.1    27.2    23.4    17.6    11.7     5.9     0.0
DL-Prec.  : M       0.0    11.0    10.5    33.0    61.1    81.3    93.3    97.4
DC(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     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
Deck +    : M       0.0    82.9    78.9   247.5   459.0   610.2   700.8   731.0
Haunch (Max)V      36.6    34.4    34.5    29.7    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.6     0.6     1.9     3.9     5.9     8.0    10.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    26.8    25.5    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.2     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0    14.8    14.1    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   187.9   178.8   557.3  1019.9  1332.0  1516.7  1561.2
            V     129.0   123.7   124.0   112.2    94.9    77.6    54.4    37.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   129.0   123.7   124.0   112.2    95.8    80.1    65.0    50.5
            M      -0.0   192.6   183.4   557.3   969.8  1233.5  1343.8  1310.1
Total     : M+      0.0   389.4   370.6  1159.2  2136.7  2817.2  3223.8  3343.6
            V     217.8   207.4   207.9   184.5   149.2   113.9    72.6    37.3
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   217.8   207.4   207.9   184.5   150.1   116.4    83.2    50.7
            M      -0.0   394.1   375.2  1159.2  2086.7  2718.7  3050.9  3092.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.78   77.67   80.00
Self wt.  : M     552.7   481.2   362.0   195.2    62.2    65.3     0.0
(Max)       V       5.9    11.7    17.6    23.4    27.2    27.1    28.8
DL-Prec.  : M      93.3    81.3    61.1    33.0    10.5    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     700.8   610.2   459.0   247.5    78.9    82.9     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    34.5    34.4    36.6
Diaphragm : M       8.0     5.9     3.9     1.9     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     227.0   197.6   148.7    80.2    25.5    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.2    11.1    11.8
DL-Comp   : M     125.3   109.1    82.1    44.2    14.1    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
LL + I    : M+   1516.7  1332.0  1019.9   557.3   178.8   187.9     0.0
            V      54.4    77.6    94.9   112.2   124.0   123.7   129.0
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    65.0    80.1    95.8   112.2   124.0   123.7   129.0
            M    1343.8  1233.5   969.8   557.3   183.4   192.6    -0.0
Total     : M+   3223.8  2817.2  2136.7  1159.2   370.6   389.4     0.0
            V      72.6   113.9   149.2   184.5   207.9   207.4   217.8
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    83.2   116.4   150.1   184.5   207.9   207.4   217.8
            M    3050.9  2718.7  2086.7  1159.2   375.2   394.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               28.8             28.8
Deck+Haunch            36.6             36.6
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           59.2             59.2
DL-Comp.(DW)           32.7             32.7
Live                   89.2             89.2
        Truck          63.6             63.6
        Lane           25.6             25.6
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    2.22    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    65.3    62.2   195.2   362.0   481.2   552.7   576.5
(Max)       V      28.8    27.1    27.2    23.4    17.6    11.7     5.9     0.0
DL-Prec.  : M       0.0    11.0    10.5    33.0    61.1    81.3    93.3    97.4
DC(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     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
Deck +    : M       0.0    82.9    78.9   247.5   459.0   610.2   700.8   731.0
Haunch (Max)V      36.6    34.4    34.5    29.7    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.6     0.6     1.9     3.9     5.9     8.0    10.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    26.8    25.5    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.2     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0    14.8    14.1    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   150.3   143.1   445.9   815.9  1065.6  1213.4  1249.0
            V     103.2    99.0    99.2    89.7    75.9    62.1    43.5    29.6
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   103.2    99.0    99.2    89.7    76.6    64.1    52.0    40.4
            M      -0.0   154.1   146.7   445.9   775.9   986.8  1075.0  1048.1
Total     : M+      0.0   351.8   334.8  1047.8  1932.8  2550.8  2920.4  3031.4
            V     192.0   182.7   183.1   162.1   130.2    98.3    61.8    29.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   192.0   182.7   183.1   162.1   130.9   100.3    70.2    40.6
            M      -0.0   355.6   338.5  1047.8  1892.7  2472.0  2782.1  2830.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.78   77.67   80.00
Self wt.  : M     552.7   481.2   362.0   195.2    62.2    65.3     0.0
(Max)       V       5.9    11.7    17.6    23.4    27.2    27.1    28.8
DL-Prec.  : M      93.3    81.3    61.1    33.0    10.5    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     700.8   610.2   459.0   247.5    78.9    82.9     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    34.5    34.4    36.6
Diaphragm : M       8.0     5.9     3.9     1.9     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     227.0   197.6   148.7    80.2    25.5    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.2    11.1    11.8
DL-Comp   : M     125.3   109.1    82.1    44.2    14.1    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
LL + I    : M+   1213.4  1065.6   815.9   445.9   143.1   150.3     0.0
            V      43.5    62.1    75.9    89.7    99.2    99.0   103.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    52.0    64.1    76.6    89.7    99.2    99.0   103.2
            M    1075.0   986.8   775.9   445.9   146.7   154.1    -0.0
Total     : M+   2920.4  2550.8  1932.8  1047.8   334.8   351.8     0.0
            V      61.8    98.3   130.2   162.1   183.1   182.7   192.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    70.2   100.3   130.9   162.1   183.1   182.7   192.0
            M    2782.1  2472.0  1892.7  1047.8   338.5   355.6    -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    2.22    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    81.7    77.7   244.0   452.5   601.5   690.8   720.6
(Max)       V      36.0    33.9    34.0    29.3    22.0    14.7     7.3     0.0
Self wt.  : M       0.0    58.8    56.0   175.7   325.8   433.1   497.4   518.8
(Min)       V      25.9    24.4    24.5    21.1    15.8    10.5     5.3     0.0
DL-Prec.  : M       0.0    13.8    13.1    41.2    76.4   101.6   116.7   121.7
DC(Max)     V       6.1     5.7     5.7     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     9.9     9.5    29.7    55.0    73.1    84.0    87.6
DC(Min)     V       4.4     4.1     4.1     3.6     2.7     1.8     0.9     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   103.6    98.6   309.4   573.8   762.7   876.0   913.8
Haunch (Max)V      45.7    43.0    43.2    37.2    27.9    18.6     9.3     0.0
Deck +    : M       0.0    74.6    71.0   222.7   413.1   549.1   630.7   657.9
Haunch (Min)V      32.9    31.0    31.1    26.8    20.1    13.4     6.7     0.0
Diaphragm : M       0.0     0.7     0.7     2.3     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     1.7     3.5     5.3     7.2     9.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    33.5    31.9   100.2   185.9   247.1   283.8   296.0
DC(Max)     V      14.8    13.9    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    24.2    23.0    72.2   133.8   177.9   204.3   213.1
DC(Min)     V      10.7    10.0    10.1     8.7     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0    22.2    21.1    66.4   123.1   163.6   187.9   196.0
DW(Max)     V       9.8     9.2     9.3     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0     9.6     9.2    28.8    53.3    70.9    81.4    84.9
DW(Min)     V       4.2     4.0     4.0     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   328.8   313.0   975.3  1784.8  2331.0  2654.2  2732.1
            V     225.7   216.5   217.0   196.3   166.0   135.7    95.1    64.8
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   225.7   216.5   217.0   196.3   167.6   140.1   113.7    88.3
            M      -0.0   337.1   321.0   975.3  1697.2  2158.6  2351.6  2292.7
Total     : M+      0.0   584.4   556.1  1738.7  3201.4  4214.8  4819.4  4992.8
            V     338.4   322.7   323.5   288.0   234.9   181.8   118.3    65.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   338.4   322.7   323.5   288.0   236.5   186.1   136.9    88.6
            M      -0.0   592.6   564.2  1738.7  3113.8  4042.5  4516.8  4553.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.78   77.67   80.00
Self wt.  : M     690.8   601.5   452.5   244.0    77.7    81.7     0.0
(Max)       V       7.3    14.7    22.0    29.3    34.0    33.9    36.0
Self wt.  : M     497.4   433.1   325.8   175.7    56.0    58.8     0.0
(Min)       V       5.3    10.5    15.8    21.1    24.5    24.4    25.9
DL-Prec.  : M     116.7   101.6    76.4    41.2    13.1    13.8     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.7     5.7     6.1
DL-Prec.  : M      84.0    73.1    55.0    29.7     9.5     9.9     0.0
DC(Min)     V       0.9     1.8     2.7     3.6     4.1     4.1     4.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     876.0   762.7   573.8   309.4    98.6   103.6     0.0
Haunch (Max)V       9.3    18.6    27.9    37.2    43.2    43.0    45.7
Deck +    : M     630.7   549.1   413.1   222.7    71.0    74.6     0.0
Haunch (Min)V       6.7    13.4    20.1    26.8    31.1    31.0    32.9
Diaphragm : M      10.0     7.4     4.9     2.3     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       7.2     5.3     3.5     1.7     0.5     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     283.8   247.1   185.9   100.2    31.9    33.5     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    13.9    14.8
DL-Comp   : M     204.3   177.9   133.8    72.2    23.0    24.2     0.0
DC(Min)     V       2.2     4.3     6.5     8.7    10.1    10.0    10.7
DL-Comp   : M     187.9   163.6   123.1    66.4    21.1    22.2     0.0
DW(Max)     V       2.0     4.0     6.0     8.0     9.3     9.2     9.8
DL-Comp   : M      81.4    70.9    53.3    28.8     9.2     9.6     0.0
DW(Min)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.2
LL + I    : M+   2654.2  2331.0  1784.8   975.3   313.0   328.8     0.0
            V      95.1   135.7   166.0   196.3   217.0   216.5   225.7
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   113.7   140.1   167.6   196.3   217.0   216.5   225.7
            M    2351.6  2158.6  1697.2   975.3   321.0   337.1    -0.0
Total     : M+   4819.4  4214.8  3201.4  1738.7   556.1   584.4     0.0
            V     118.3   181.8   234.9   288.0   323.5   322.7   338.4
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   136.9   186.1   236.5   288.0   323.5   322.7   338.4
            M    4516.8  4042.5  3113.8  1738.7   564.2   592.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.0             36.0
Deck+Haunch            45.7             45.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           49.0             49.0
Live                  156.1            156.1
        Truck         111.3            111.3
        Lane           44.8             44.8
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    2.22    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    65.3    62.2   195.2   362.0   481.2   552.7   576.5
(Max)       V      28.8    27.1    27.2    23.4    17.6    11.7     5.9     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    11.0    10.5    33.0    61.1    81.3    93.3    97.4
DC(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     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    82.9    78.9   247.5   459.0   610.2   700.8   731.0
Haunch (Max)V      36.6    34.4    34.5    29.7    22.3    14.9     7.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     1.9     3.9     5.9     8.0    10.0
(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    26.8    25.5    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.2     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    14.8    14.1    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   132.9   126.5   388.5   690.9   897.3   997.4   971.7
            V     104.8   100.5   100.7    91.2    77.6    59.9    46.4    32.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   104.8   100.5   100.7    91.2    77.6    64.1    50.5    37.7
            M       0.0   132.9   126.5   388.5   690.9   867.4   918.0   859.9
Total     : M+      0.0   334.4   318.2   990.4  1807.7  2382.5  2704.5  2754.1
            V     193.6   184.2   184.7   163.5   131.9    96.2    64.6    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   193.6   184.2   184.7   163.5   131.9   100.4    68.8    37.9
            M       0.0   334.4   318.2   990.4  1807.7  2352.6  2625.1  2642.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.78   77.67   80.00
Self wt.  : M     552.7   481.2   362.0   195.2    62.2    65.3     0.0
(Max)       V       5.9    11.7    17.6    23.4    27.2    27.1    28.8
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      93.3    81.3    61.1    33.0    10.5    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
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     700.8   610.2   459.0   247.5    78.9    82.9     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    34.5    34.4    36.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       8.0     5.9     3.9     1.9     0.6     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     227.0   197.6   148.7    80.2    25.5    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.2    11.1    11.8
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     125.3   109.1    82.1    44.2    14.1    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
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+    997.4   897.3   690.9   388.5   126.5   132.9     0.0
            V      46.4    59.9    77.6    91.2   100.7   100.5   104.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.5    64.1    77.6    91.2   100.7   100.5   104.8
            M     918.0   867.4   690.9   388.5   126.5   132.9     0.0
Total     : M+   2704.5  2382.5  1807.7   990.4   318.2   334.4     0.0
            V      64.6    96.2   131.9   163.5   184.7   184.2   193.6
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    68.8   100.4   131.9   163.5   184.7   184.2   193.6
            M    2625.1  2352.6  1807.7   990.4   318.2   334.4     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67
 
Beam-Self
Precast-top    0.138   0.348   0.616   0.806   0.917   0.955 
Bottom        -0.113  -0.286  -0.504  -0.656  -0.742  -0.773 
 
Prestress
Precast-top   -0.108  -0.239  -0.443  -0.645  -0.844  -0.844 
Bottom         2.687   2.790   2.951   3.107   3.260   3.260 
 
Total
Precast-top    0.029   0.109   0.173   0.161   0.073   0.111 
Bottom         2.574   2.504   2.447   2.452   2.518   2.487 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.97 %)
             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    2.22    7.47   15.60   23.73   31.87   40.00
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.015   0.046   0.086   0.114   0.130   0.136 
Precast-top   -0.010   0.173   0.166   0.592   1.094   1.398   1.506   1.606 
Bottom         0.542   2.142   2.064   1.741   1.259   0.962   0.847   0.756 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67
 
Beam-Self
Precast-top    0.138   0.348   0.616   0.806   0.917   0.955 
Bottom        -0.113  -0.286  -0.504  -0.656  -0.742  -0.773 
 
Prestress
Precast-top   -0.108  -0.239  -0.443  -0.645  -0.844  -0.844 
Bottom         2.687   2.790   2.951   3.107   3.260   3.260 
 
Total
Precast-top    0.029   0.109   0.173   0.161   0.073   0.111 
Bottom         2.574   2.504   2.447   2.452   2.518   2.487 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.97 %)
             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    2.22    7.47   15.60   23.73   31.87   40.00
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 

 
 
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    2.22    7.47   15.60   23.73   31.87   40.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.057   0.055   0.168   0.300   0.390   0.434   0.427 
Precast-top   -0.005   0.119   0.114   0.392   0.717   0.919   0.997   1.041 
Bottom         0.271   0.957   0.923   0.538   0.040  -0.280  -0.418  -0.442 
 

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
    338.4    6.5   49.6    0.637   3.3   6.00e-3 50.0    349.4     1.686    3.017      0.00
      0.0    0.5   49.4     41.9 0.166      23.4 0.87    12.00     0.109    1.502 
Transfer:   3.00
    322.7    6.5   49.6    2.874  14.7   0.89e-3 32.1    268.0     0.694    1.760      0.00
    592.6    2.4   48.4    189.0 0.156      75.9 2.88    12.00     0.109    1.578 
Critical:   4.69
    311.2    6.5   49.6    3.159  14.7  -0.00e-3 29.0    204.9     0.470    0.930      0.00
    971.8    2.7   48.3    189.0 0.151     126.2 4.80    12.00     0.109    1.580 
0.1L    :   8.13
    288.0    6.5   49.6    3.731  14.7   0.02e-3 29.1    181.7     0.420    0.827      0.00
   1738.7    3.1   48.1    189.0 0.140     123.7 4.73    12.00     0.109    1.550 
0.2L    :  16.27
    236.5    6.5   46.6    5.208  14.7   0.49e-3 30.7    162.5     0.431    0.620      0.00
   3113.8    3.6   44.8    189.0 0.122      85.6 3.52    24.00     0.109    1.271 
0.3L    :  24.40
    186.1    6.5   48.2    5.208  14.7   1.57e-3 34.5    136.7     0.406    0.413      0.00
   4042.5    3.6   46.3    189.0 0.091      55.4 2.20    24.00     0.109    1.013 
0.4L    :  32.53
    136.9    6.5   49.7    5.208   0.0   1.91e-3 35.7    100.6     0.302    0.413      0.00
   4516.8    3.6   47.9    189.0 0.070      51.4 1.97    24.00     0.109    1.245 
0.5L    :  40.67
     88.6    6.5   49.7    5.208   0.0   1.65e-3 34.8     42.5     0.123    0.413      0.00
   4553.3    3.6   47.9    189.0 0.045      56.0 2.15    24.00     0.109    2.018 
0.6L    :  48.80
    136.9    6.5   49.7    5.208   0.0   1.91e-3 35.7    100.6     0.302    0.413      0.00
   4516.8    3.6   47.9    189.0 0.070      51.4 1.97    24.00     0.109    1.245 
0.7L    :  56.93
    186.1    6.5   48.2    5.208  14.7   1.57e-3 34.5    136.7     0.406    0.413      0.00
   4042.5    3.6   46.3    189.0 0.091      55.4 2.20    24.00     0.109    1.013 
0.8L    :  65.06
    236.5    6.5   46.6    5.208  14.7   0.49e-3 30.7    162.5     0.431    0.620      0.00
   3113.8    3.6   44.8    189.0 0.122      85.6 3.52    24.00     0.109    1.271 
0.9L    :  73.20
    288.0    6.5   49.6    3.731  14.7   0.02e-3 29.1    181.7     0.420    0.827      0.00
   1738.7    3.1   48.1    189.0 0.140     123.7 4.73    12.00     0.109    1.550 
Critical:  76.64
    311.2    6.5   49.6    3.159  14.7  -0.00e-3 29.0    204.9     0.470    0.930      0.00
    971.8    2.7   48.3    189.0 0.151     126.2 4.80    12.00     0.109    1.580 
Transfer:  78.33
    322.7    6.5   49.6    2.874  14.7   0.89e-3 32.1    268.0     0.694    1.760      0.00
    592.6    2.4   48.4    189.0 0.156      75.9 2.88    12.00     0.109    1.578 
Bearing :  80.67
    338.4    6.5   49.6    0.637   3.3   6.00e-3 50.0    349.4     1.686    3.017      0.00
      0.0    0.5   49.4     41.9 0.166      23.4 0.87    12.00     0.109    1.502 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    2.04
 
 
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
    338.4      7.62     49.65    0.54       49.38    24.00      0.300      1.789      0.000      3.017 
Transfer:      2.33
    322.7      7.40     49.65    2.42       48.44    24.00      0.300      1.717      0.000      1.760 
Critical:      4.03
    311.3      7.16     49.65    2.66       48.32    24.00      0.300      1.636      0.000      0.930 
0.1L    :      7.47
    288.0      6.66     49.65    3.13       48.08    24.00      0.300      1.469      0.000      0.827 
0.2L    :     15.60
    236.5      5.87     46.58    3.63       44.77    24.00      0.300      1.206      0.000      0.620 
0.3L    :     23.73
    186.1      4.46     48.17    3.63       46.35    24.00      0.300      0.737      0.000      0.413 
0.4L    :     31.87
    136.9      3.17     49.75    3.64       47.93    24.00      0.300      0.308      0.000      0.413 
0.5L    :     40.00
     88.6      2.05     49.75    3.64       47.93    24.00      0.300      0.000      0.000      0.413 
0.6L    :     48.13
    136.9      3.17     49.75    3.64       47.93    24.00      0.300      0.308      0.000      0.413 
0.7L    :     56.27
    186.1      4.46     48.17    3.63       46.35    24.00      0.300      0.737      0.000      0.413 
0.8L    :     64.40
    236.5      5.87     46.58    3.63       44.77    24.00      0.300      1.206      0.000      0.620 
0.9L    :     72.53
    288.0      6.66     49.65    3.13       48.08    24.00      0.300      1.469      0.000      0.827 
Critical:     75.97
    311.3      7.16     49.65    2.66       48.32    24.00      0.300      1.636      0.000      0.930 
Transfer:     77.67
    322.7      7.40     49.65    2.42       48.44    24.00      0.300      1.717      0.000      1.760 
Bearing :     80.00
    338.4      7.62     49.65    0.54       49.38    24.00      0.300      1.789      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.47 ft
Prestress      :       0.714  1.80      1.284  2.20      1.570
Self Wt.       :      -0.250  1.85     -0.462  2.40     -0.600
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          :       0.464            0.822            0.970
 
At 0.2 x L = 15.60 ft
Prestress      :       1.287  1.80      2.317  2.20      2.832
Self Wt.       :      -0.470  1.85     -0.870  2.40     -1.128
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          :       0.817            1.447            1.704
 
At 0.3 x L = 23.73 ft
Prestress      :       1.704  1.80      3.067  2.20      3.748
Self Wt.       :      -0.640  1.85     -1.183  2.40     -1.535
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          :       1.064            1.884            2.214
 
At 0.4 x L = 31.87 ft
Prestress      :       1.950  1.80      3.510  2.20      4.291
Self Wt.       :      -0.744  1.85     -1.376  2.40     -1.785
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          :       1.206            2.134            2.505
 
At 0.5 x L = 40.00 ft
Prestress      :       2.039  1.80      3.671  2.20      4.486
Self Wt.       :      -0.781  1.85     -1.445  2.40     -1.875
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          :       1.258            2.226            2.612
 
At 0.6 x L = 48.13 ft
Prestress      :       1.950  1.80      3.510  2.20      4.291
Self Wt.       :      -0.744  1.85     -1.376  2.40     -1.785
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          :       1.206            2.134            2.505
 
At 0.7 x L = 56.27 ft
Prestress      :       1.704  1.80      3.067  2.20      3.748
Self Wt.       :      -0.640  1.85     -1.183  2.40     -1.535
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          :       1.064            1.884            2.214
 
At 0.8 x L = 64.40 ft
Prestress      :       1.287  1.80      2.317  2.20      2.832
Self Wt.       :      -0.470  1.85     -0.870  2.40     -1.128
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          :       0.817            1.447            1.704
 
At 0.9 x L = 72.53 ft
Prestress      :       0.714  1.80      1.284  2.20      1.570
Self Wt.       :      -0.250  1.85     -0.462  2.40     -0.600
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          :       0.464            0.822            0.970
 

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
   584.4    44.0  3.449  265.1    2.9   2.42   3260.4  0.051T 1.00       -       -     -     -  
H/2     :   2.22
   556.1    44.0  3.315  265.3    2.7   2.33   3138.0  0.053T 1.00       -       -     -     -  
0.1L    :   7.47
  1738.7    45.0  4.478  263.8    3.7   3.13   4275.8  0.039T 1.00       -       -     -     -  
0.2L    :  15.60
  3201.4    46.6  5.208  263.1    4.3   3.63   5111.3  0.033T 1.00    704.0   704.0    7.26    -  
0.3L    :  23.73
  4214.8    48.2  5.208  263.3    4.3   3.63   5296.3  0.033T 1.00    556.1   556.1    9.52    -  
0.4L    :  31.87
  4819.4    49.7  5.208  263.5    4.3   3.64   5481.4  0.033T 1.00    475.4   475.4   11.53    -  
0.5L    :  40.00
  4992.8    49.7  5.208  263.5    4.3   3.64   5481.4  0.033T 1.00    443.1   443.1   12.37    -  
0.6L    :  48.13
  4819.4    49.7  5.208  263.5    4.3   3.64   5481.4  0.033T 1.00    475.4   475.4   11.53    -  
0.7L    :  56.27
  4214.8    48.2  5.208  263.3    4.3   3.63   5296.3  0.033T 1.00    556.1   556.1    9.52    -  
0.8L    :  64.40
  3201.4    46.6  5.208  263.1    4.3   3.63   5111.3  0.033T 1.00    704.0   704.0    7.26    -  
0.9L    :  72.53
  1738.7    45.0  4.478  263.8    3.7   3.13   4275.8  0.039T 1.00       -       -     -     -  
H/2     :  77.78
   556.1    44.0  3.315  265.3    2.7   2.33   3138.0  0.053T 1.00       -       -     -     -  
Transfer:  77.67
   584.4    44.0  3.449  265.1    2.9   2.42   3260.4  0.051T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.045
        M   2.00 Fb     0.179
 
  2   2 E  42.00 Ft     0.373
        M   4.00 Fb     0.125
 
  3   2 E  40.00 Ft     0.678
        M   2.00 Fb     0.091
 
  4   2 E   6.00 Ft     0.631
        M   6.00 Fb     0.345
 
  5   2 E   6.00 Ft     0.585
        M   6.00 Fb     0.600
 
  6   2 E   6.00 Ft     0.538
        M   6.00 Fb     0.855
 
  7   2 E   4.00 Ft     0.469
        M   4.00 Fb     1.129
 
  8   2 E   4.00 Ft     0.399
        M   4.00 Fb     1.402
 
  9   2 E   2.00 Ft     0.307
        M   2.00 Fb     1.695
 
 10   2 E   2.00 Ft     0.214
        M   2.00 Fb     1.988
 
 11   2 E   2.00 Ft     0.122
        M   2.00 Fb     2.281
 
 12   2 E   2.00 Ft     0.029
        M   2.00 Fb     2.574
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 81.33            Release Length, ft: 81.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   4           No. of strands, Straight:  20
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  6.36 %               Final losses: 11.32 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       2.574     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.029       Trans
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5481.43     4992.76     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  -0.000     Bearing    1.800   0.136     Midspan
    Pre.Top:   4.200  -0.000     Bearing    3.150   1.606     Midspan
    Pre.Bot:   4.200  -0.000     Bearing    3.150   2.142    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503  -0.000     Bearing
    Pre.Bot:  -0.503  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.041     Midspan
    Pre.Bot:                                                             2.800   0.957    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  40.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.039  1.80      3.671  2.20      4.486
Self Wt.       :      -0.781  1.85     -1.445  2.40     -1.875
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          :       1.258            2.226            2.612
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              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   80.00
     DC  Line       0.087      0.00       0.087   80.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    40.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 81.330 ft
Release length = 81.330 ft
Design  length = 80.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.760   (Calculated)    
Live Moment (1  lane  loaded)  : 0.534   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.171   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.936   (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                  =        691.8 in2           1421.1 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           472278 in4#
Ht. of c.g.           =        20.74 in             35.39 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8314

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     2.22     7.47    15.60    23.73    31.87    40.00
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    697.4    717.0    716.0    717.0    717.0    717.0    717.0    717.0
  Yb      ,  in    20.65    20.34    20.35    20.30    20.24    20.19    20.13    20.13
  MI(Ixx) , in4   179647   182185   182052   182768   183792   184937   186205   186205
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1426.4   1444.8   1443.9   1444.8   1444.8   1444.8   1444.8   1444.8
  Yb      ,  in    35.30    34.97    34.98    34.95    34.92    34.90    34.87    34.87
  MI(Ixx) , in4   475735   488224   487589   489466   491530   493710   496008   496008

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 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           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 32.53 ft from member end )
END PATTERN (Ycg = 9.83 in):
    10 @  2.000 in     4 @  4.000 in     6 @  6.000 in     2 @ 40.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     4 @  4.000 in     6 @  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     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.777 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.721 ft
Holddown Force        =  16.484 kips     Beam Shrtng (PL/AE)   =      0.285 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)       
--------------------------------------------------------------------------------------
      1953.150         740 1445.331     14.471 58608.555   830.776     514.814        
 
 
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       2.75       0.1250      0.5833     No
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       4.50       1.7500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.5000      4.5000    Yes
      2      US#5[M16]       60.00        0.62       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      8.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.9167     17.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      17.9167     24.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      24.1667     57.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      57.1634     63.4134    Yes
      2      US#5[M16]       60.00        0.62      12.00      63.4134     72.4134    Yes
      2      US#5[M16]       60.00        0.62       9.00      72.4134     76.1634    Yes
      2      US#5[M16]       60.00        0.62       8.00      76.1634     76.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      76.8301     78.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      78.8301     79.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      79.5801     80.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      80.7467     81.2051     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 81.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.50 in
         P_init    =     1020.9 kips  Ecc = 17.24 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.47 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.135 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.99 ksi    0.00 ksi
    due to Composite Loads                                 -1.55 ksi    0.00 ksi
    due to Live Loads                                      -5.26 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                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.54 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.47 ksi  ( 6.36 %)             9.71 ksi ( 4.95 %)
Total Prestress Losses                                    22.18 ksi (11.32 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.22    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    65.3    62.2   195.2   362.0   481.2   552.7   576.5
(Max)       V      28.8    27.1    27.2    23.4    17.6    11.7     5.9     0.0
DL-Prec.  : M       0.0    11.0    10.5    33.0    61.1    81.3    93.3    97.4
DC(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     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
Deck +    : M       0.0    82.9    78.9   247.5   459.0   610.2   700.8   731.0
Haunch (Max)V      36.6    34.4    34.5    29.7    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.6     0.6     1.9     3.9     5.9     8.0    10.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    26.8    25.5    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.2     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0    14.8    14.1    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   187.9   178.8   557.3  1019.9  1332.0  1516.7  1561.2
            V     129.0   123.7   124.0   112.2    94.9    77.6    54.4    37.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   129.0   123.7   124.0   112.2    95.8    80.1    65.0    50.5
            M      -0.0   192.6   183.4   557.3   969.8  1233.5  1343.8  1310.1
Total     : M+      0.0   389.4   370.6  1159.2  2136.7  2817.2  3223.8  3343.6
            V     217.8   207.4   207.9   184.5   149.2   113.9    72.6    37.3
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   217.8   207.4   207.9   184.5   150.1   116.4    83.2    50.7
            M      -0.0   394.1   375.2  1159.2  2086.7  2718.7  3050.9  3092.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.78   77.67   80.00
Self wt.  : M     552.7   481.2   362.0   195.2    62.2    65.3     0.0
(Max)       V       5.9    11.7    17.6    23.4    27.2    27.1    28.8
DL-Prec.  : M      93.3    81.3    61.1    33.0    10.5    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     700.8   610.2   459.0   247.5    78.9    82.9     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    34.5    34.4    36.6
Diaphragm : M       8.0     5.9     3.9     1.9     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     227.0   197.6   148.7    80.2    25.5    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.2    11.1    11.8
DL-Comp   : M     125.3   109.1    82.1    44.2    14.1    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
LL + I    : M+   1516.7  1332.0  1019.9   557.3   178.8   187.9     0.0
            V      54.4    77.6    94.9   112.2   124.0   123.7   129.0
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    65.0    80.1    95.8   112.2   124.0   123.7   129.0
            M    1343.8  1233.5   969.8   557.3   183.4   192.6    -0.0
Total     : M+   3223.8  2817.2  2136.7  1159.2   370.6   389.4     0.0
            V      72.6   113.9   149.2   184.5   207.9   207.4   217.8
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    83.2   116.4   150.1   184.5   207.9   207.4   217.8
            M    3050.9  2718.7  2086.7  1159.2   375.2   394.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               28.8             28.8
Deck+Haunch            36.6             36.6
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           59.2             59.2
DL-Comp.(DW)           32.7             32.7
Live                   89.2             89.2
        Truck          63.6             63.6
        Lane           25.6             25.6
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    2.22    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    65.3    62.2   195.2   362.0   481.2   552.7   576.5
(Max)       V      28.8    27.1    27.2    23.4    17.6    11.7     5.9     0.0
DL-Prec.  : M       0.0    11.0    10.5    33.0    61.1    81.3    93.3    97.4
DC(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     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
Deck +    : M       0.0    82.9    78.9   247.5   459.0   610.2   700.8   731.0
Haunch (Max)V      36.6    34.4    34.5    29.7    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.6     0.6     1.9     3.9     5.9     8.0    10.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    26.8    25.5    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.2     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0    14.8    14.1    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   150.3   143.1   445.9   815.9  1065.6  1213.4  1249.0
            V     103.2    99.0    99.2    89.7    75.9    62.1    43.5    29.6
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   103.2    99.0    99.2    89.7    76.6    64.1    52.0    40.4
            M      -0.0   154.1   146.7   445.9   775.9   986.8  1075.0  1048.1
Total     : M+      0.0   351.8   334.8  1047.8  1932.8  2550.8  2920.4  3031.4
            V     192.0   182.7   183.1   162.1   130.2    98.3    61.8    29.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   192.0   182.7   183.1   162.1   130.9   100.3    70.2    40.6
            M      -0.0   355.6   338.5  1047.8  1892.7  2472.0  2782.1  2830.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.78   77.67   80.00
Self wt.  : M     552.7   481.2   362.0   195.2    62.2    65.3     0.0
(Max)       V       5.9    11.7    17.6    23.4    27.2    27.1    28.8
DL-Prec.  : M      93.3    81.3    61.1    33.0    10.5    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     700.8   610.2   459.0   247.5    78.9    82.9     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    34.5    34.4    36.6
Diaphragm : M       8.0     5.9     3.9     1.9     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     227.0   197.6   148.7    80.2    25.5    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.2    11.1    11.8
DL-Comp   : M     125.3   109.1    82.1    44.2    14.1    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
LL + I    : M+   1213.4  1065.6   815.9   445.9   143.1   150.3     0.0
            V      43.5    62.1    75.9    89.7    99.2    99.0   103.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    52.0    64.1    76.6    89.7    99.2    99.0   103.2
            M    1075.0   986.8   775.9   445.9   146.7   154.1    -0.0
Total     : M+   2920.4  2550.8  1932.8  1047.8   334.8   351.8     0.0
            V      61.8    98.3   130.2   162.1   183.1   182.7   192.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    70.2   100.3   130.9   162.1   183.1   182.7   192.0
            M    2782.1  2472.0  1892.7  1047.8   338.5   355.6    -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    2.22    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    81.7    77.7   244.0   452.5   601.5   690.8   720.6
(Max)       V      36.0    33.9    34.0    29.3    22.0    14.7     7.3     0.0
Self wt.  : M       0.0    58.8    56.0   175.7   325.8   433.1   497.4   518.8
(Min)       V      25.9    24.4    24.5    21.1    15.8    10.5     5.3     0.0
DL-Prec.  : M       0.0    13.8    13.1    41.2    76.4   101.6   116.7   121.7
DC(Max)     V       6.1     5.7     5.7     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     9.9     9.5    29.7    55.0    73.1    84.0    87.6
DC(Min)     V       4.4     4.1     4.1     3.6     2.7     1.8     0.9     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   103.6    98.6   309.4   573.8   762.7   876.0   913.8
Haunch (Max)V      45.7    43.0    43.2    37.2    27.9    18.6     9.3     0.0
Deck +    : M       0.0    74.6    71.0   222.7   413.1   549.1   630.7   657.9
Haunch (Min)V      32.9    31.0    31.1    26.8    20.1    13.4     6.7     0.0
Diaphragm : M       0.0     0.7     0.7     2.3     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     1.7     3.5     5.3     7.2     9.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    33.5    31.9   100.2   185.9   247.1   283.8   296.0
DC(Max)     V      14.8    13.9    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    24.2    23.0    72.2   133.8   177.9   204.3   213.1
DC(Min)     V      10.7    10.0    10.1     8.7     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0    22.2    21.1    66.4   123.1   163.6   187.9   196.0
DW(Max)     V       9.8     9.2     9.3     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0     9.6     9.2    28.8    53.3    70.9    81.4    84.9
DW(Min)     V       4.2     4.0     4.0     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   328.8   313.0   975.3  1784.8  2331.0  2654.2  2732.1
            V     225.7   216.5   217.0   196.3   166.0   135.7    95.1    64.8
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   225.7   216.5   217.0   196.3   167.6   140.1   113.7    88.3
            M      -0.0   337.1   321.0   975.3  1697.2  2158.6  2351.6  2292.7
Total     : M+      0.0   584.4   556.1  1738.7  3201.4  4214.8  4819.4  4992.8
            V     338.4   322.7   323.5   288.0   234.9   181.8   118.3    65.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   338.4   322.7   323.5   288.0   236.5   186.1   136.9    88.6
            M      -0.0   592.6   564.2  1738.7  3113.8  4042.5  4516.8  4553.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.78   77.67   80.00
Self wt.  : M     690.8   601.5   452.5   244.0    77.7    81.7     0.0
(Max)       V       7.3    14.7    22.0    29.3    34.0    33.9    36.0
Self wt.  : M     497.4   433.1   325.8   175.7    56.0    58.8     0.0
(Min)       V       5.3    10.5    15.8    21.1    24.5    24.4    25.9
DL-Prec.  : M     116.7   101.6    76.4    41.2    13.1    13.8     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.7     5.7     6.1
DL-Prec.  : M      84.0    73.1    55.0    29.7     9.5     9.9     0.0
DC(Min)     V       0.9     1.8     2.7     3.6     4.1     4.1     4.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     876.0   762.7   573.8   309.4    98.6   103.6     0.0
Haunch (Max)V       9.3    18.6    27.9    37.2    43.2    43.0    45.7
Deck +    : M     630.7   549.1   413.1   222.7    71.0    74.6     0.0
Haunch (Min)V       6.7    13.4    20.1    26.8    31.1    31.0    32.9
Diaphragm : M      10.0     7.4     4.9     2.3     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       7.2     5.3     3.5     1.7     0.5     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     283.8   247.1   185.9   100.2    31.9    33.5     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    13.9    14.8
DL-Comp   : M     204.3   177.9   133.8    72.2    23.0    24.2     0.0
DC(Min)     V       2.2     4.3     6.5     8.7    10.1    10.0    10.7
DL-Comp   : M     187.9   163.6   123.1    66.4    21.1    22.2     0.0
DW(Max)     V       2.0     4.0     6.0     8.0     9.3     9.2     9.8
DL-Comp   : M      81.4    70.9    53.3    28.8     9.2     9.6     0.0
DW(Min)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.2
LL + I    : M+   2654.2  2331.0  1784.8   975.3   313.0   328.8     0.0
            V      95.1   135.7   166.0   196.3   217.0   216.5   225.7
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   113.7   140.1   167.6   196.3   217.0   216.5   225.7
            M    2351.6  2158.6  1697.2   975.3   321.0   337.1    -0.0
Total     : M+   4819.4  4214.8  3201.4  1738.7   556.1   584.4     0.0
            V     118.3   181.8   234.9   288.0   323.5   322.7   338.4
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   136.9   186.1   236.5   288.0   323.5   322.7   338.4
            M    4516.8  4042.5  3113.8  1738.7   564.2   592.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.0             36.0
Deck+Haunch            45.7             45.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           49.0             49.0
Live                  156.1            156.1
        Truck         111.3            111.3
        Lane           44.8             44.8
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    2.22    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    65.3    62.2   195.2   362.0   481.2   552.7   576.5
(Max)       V      28.8    27.1    27.2    23.4    17.6    11.7     5.9     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    11.0    10.5    33.0    61.1    81.3    93.3    97.4
DC(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     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    82.9    78.9   247.5   459.0   610.2   700.8   731.0
Haunch (Max)V      36.6    34.4    34.5    29.7    22.3    14.9     7.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     1.9     3.9     5.9     8.0    10.0
(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    26.8    25.5    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.2     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    14.8    14.1    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   132.9   126.5   388.5   690.9   897.3   997.4   971.7
            V     104.8   100.5   100.7    91.2    77.6    59.9    46.4    32.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   104.8   100.5   100.7    91.2    77.6    64.1    50.5    37.7
            M       0.0   132.9   126.5   388.5   690.9   867.4   918.0   859.9
Total     : M+      0.0   334.4   318.2   990.4  1807.7  2382.5  2704.5  2754.1
            V     193.6   184.2   184.7   163.5   131.9    96.2    64.6    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   193.6   184.2   184.7   163.5   131.9   100.4    68.8    37.9
            M       0.0   334.4   318.2   990.4  1807.7  2352.6  2625.1  2642.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.78   77.67   80.00
Self wt.  : M     552.7   481.2   362.0   195.2    62.2    65.3     0.0
(Max)       V       5.9    11.7    17.6    23.4    27.2    27.1    28.8
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      93.3    81.3    61.1    33.0    10.5    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
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     700.8   610.2   459.0   247.5    78.9    82.9     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    34.5    34.4    36.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       8.0     5.9     3.9     1.9     0.6     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     227.0   197.6   148.7    80.2    25.5    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.2    11.1    11.8
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     125.3   109.1    82.1    44.2    14.1    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
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+    997.4   897.3   690.9   388.5   126.5   132.9     0.0
            V      46.4    59.9    77.6    91.2   100.7   100.5   104.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.5    64.1    77.6    91.2   100.7   100.5   104.8
            M     918.0   867.4   690.9   388.5   126.5   132.9     0.0
Total     : M+   2704.5  2382.5  1807.7   990.4   318.2   334.4     0.0
            V      64.6    96.2   131.9   163.5   184.7   184.2   193.6
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    68.8   100.4   131.9   163.5   184.7   184.2   193.6
            M    2625.1  2352.6  1807.7   990.4   318.2   334.4     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67
 
Beam-Self
Precast-top    0.138   0.348   0.616   0.806   0.917   0.955 
Bottom        -0.113  -0.286  -0.504  -0.656  -0.742  -0.773 
 
Prestress
Precast-top   -0.108  -0.239  -0.443  -0.645  -0.844  -0.844 
Bottom         2.687   2.790   2.951   3.107   3.260   3.260 
 
Total
Precast-top    0.029   0.109   0.173   0.161   0.073   0.111 
Bottom         2.574   2.504   2.447   2.452   2.518   2.487 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.97 %)
             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    2.22    7.47   15.60   23.73   31.87   40.00
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.015   0.046   0.086   0.114   0.130   0.136 
Precast-top   -0.010   0.173   0.166   0.592   1.094   1.398   1.506   1.606 
Bottom         0.542   2.142   2.064   1.741   1.259   0.962   0.847   0.756 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67
 
Beam-Self
Precast-top    0.138   0.348   0.616   0.806   0.917   0.955 
Bottom        -0.113  -0.286  -0.504  -0.656  -0.742  -0.773 
 
Prestress
Precast-top   -0.108  -0.239  -0.443  -0.645  -0.844  -0.844 
Bottom         2.687   2.790   2.951   3.107   3.260   3.260 
 
Total
Precast-top    0.029   0.109   0.173   0.161   0.073   0.111 
Bottom         2.574   2.504   2.447   2.452   2.518   2.487 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.97 %)
             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    2.22    7.47   15.60   23.73   31.87   40.00
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 

 
 
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    2.22    7.47   15.60   23.73   31.87   40.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.057   0.055   0.168   0.300   0.390   0.434   0.427 
Precast-top   -0.005   0.119   0.114   0.392   0.717   0.919   0.997   1.041 
Bottom         0.271   0.957   0.923   0.538   0.040  -0.280  -0.418  -0.442 
 

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
    338.4    6.5   49.6    0.637   3.3   6.00e-3 50.0    349.4     1.686    3.017      0.00
      0.0    0.5   49.4     41.9 0.166      23.4 0.87    12.00     0.109    1.502 
Transfer:   3.00
    322.7    6.5   49.6    2.874  14.7   0.89e-3 32.1    268.0     0.694    1.760      0.00
    592.6    2.4   48.4    189.0 0.156      75.9 2.88    12.00     0.109    1.578 
Critical:   4.69
    311.2    6.5   49.6    3.159  14.7  -0.00e-3 29.0    204.9     0.470    0.930      0.00
    971.8    2.7   48.3    189.0 0.151     126.2 4.80    12.00     0.109    1.580 
0.1L    :   8.13
    288.0    6.5   49.6    3.731  14.7   0.02e-3 29.1    181.7     0.420    0.827      0.00
   1738.7    3.1   48.1    189.0 0.140     123.7 4.73    12.00     0.109    1.550 
0.2L    :  16.27
    236.5    6.5   46.6    5.208  14.7   0.49e-3 30.7    162.5     0.431    0.620      0.00
   3113.8    3.6   44.8    189.0 0.122      85.6 3.52    24.00     0.109    1.271 
0.3L    :  24.40
    186.1    6.5   48.2    5.208  14.7   1.57e-3 34.5    136.7     0.406    0.413      0.00
   4042.5    3.6   46.3    189.0 0.091      55.4 2.20    24.00     0.109    1.013 
0.4L    :  32.53
    136.9    6.5   49.7    5.208   0.0   1.91e-3 35.7    100.6     0.302    0.413      0.00
   4516.8    3.6   47.9    189.0 0.070      51.4 1.97    24.00     0.109    1.245 
0.5L    :  40.67
     88.6    6.5   49.7    5.208   0.0   1.65e-3 34.8     42.5     0.123    0.413      0.00
   4553.3    3.6   47.9    189.0 0.045      56.0 2.15    24.00     0.109    2.018 
0.6L    :  48.80
    136.9    6.5   49.7    5.208   0.0   1.91e-3 35.7    100.6     0.302    0.413      0.00
   4516.8    3.6   47.9    189.0 0.070      51.4 1.97    24.00     0.109    1.245 
0.7L    :  56.93
    186.1    6.5   48.2    5.208  14.7   1.57e-3 34.5    136.7     0.406    0.413      0.00
   4042.5    3.6   46.3    189.0 0.091      55.4 2.20    24.00     0.109    1.013 
0.8L    :  65.06
    236.5    6.5   46.6    5.208  14.7   0.49e-3 30.7    162.5     0.431    0.620      0.00
   3113.8    3.6   44.8    189.0 0.122      85.6 3.52    24.00     0.109    1.271 
0.9L    :  73.20
    288.0    6.5   49.6    3.731  14.7   0.02e-3 29.1    181.7     0.420    0.827      0.00
   1738.7    3.1   48.1    189.0 0.140     123.7 4.73    12.00     0.109    1.550 
Critical:  76.64
    311.2    6.5   49.6    3.159  14.7  -0.00e-3 29.0    204.9     0.470    0.930      0.00
    971.8    2.7   48.3    189.0 0.151     126.2 4.80    12.00     0.109    1.580 
Transfer:  78.33
    322.7    6.5   49.6    2.874  14.7   0.89e-3 32.1    268.0     0.694    1.760      0.00
    592.6    2.4   48.4    189.0 0.156      75.9 2.88    12.00     0.109    1.578 
Bearing :  80.67
    338.4    6.5   49.6    0.637   3.3   6.00e-3 50.0    349.4     1.686    3.017      0.00
      0.0    0.5   49.4     41.9 0.166      23.4 0.87    12.00     0.109    1.502 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    2.04
 
 
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
    338.4      7.62     49.65    0.54       49.38    24.00      0.300      1.789      0.000      3.017 
Transfer:      2.33
    322.7      7.40     49.65    2.42       48.44    24.00      0.300      1.717      0.000      1.760 
Critical:      4.03
    311.3      7.16     49.65    2.66       48.32    24.00      0.300      1.636      0.000      0.930 
0.1L    :      7.47
    288.0      6.66     49.65    3.13       48.08    24.00      0.300      1.469      0.000      0.827 
0.2L    :     15.60
    236.5      5.87     46.58    3.63       44.77    24.00      0.300      1.206      0.000      0.620 
0.3L    :     23.73
    186.1      4.46     48.17    3.63       46.35    24.00      0.300      0.737      0.000      0.413 
0.4L    :     31.87
    136.9      3.17     49.75    3.64       47.93    24.00      0.300      0.308      0.000      0.413 
0.5L    :     40.00
     88.6      2.05     49.75    3.64       47.93    24.00      0.300      0.000      0.000      0.413 
0.6L    :     48.13
    136.9      3.17     49.75    3.64       47.93    24.00      0.300      0.308      0.000      0.413 
0.7L    :     56.27
    186.1      4.46     48.17    3.63       46.35    24.00      0.300      0.737      0.000      0.413 
0.8L    :     64.40
    236.5      5.87     46.58    3.63       44.77    24.00      0.300      1.206      0.000      0.620 
0.9L    :     72.53
    288.0      6.66     49.65    3.13       48.08    24.00      0.300      1.469      0.000      0.827 
Critical:     75.97
    311.3      7.16     49.65    2.66       48.32    24.00      0.300      1.636      0.000      0.930 
Transfer:     77.67
    322.7      7.40     49.65    2.42       48.44    24.00      0.300      1.717      0.000      1.760 
Bearing :     80.00
    338.4      7.62     49.65    0.54       49.38    24.00      0.300      1.789      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.47 ft
Prestress      :       0.714  1.80      1.284  2.20      1.570
Self Wt.       :      -0.250  1.85     -0.462  2.40     -0.600
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          :       0.464            0.822            0.970
 
At 0.2 x L = 15.60 ft
Prestress      :       1.287  1.80      2.317  2.20      2.832
Self Wt.       :      -0.470  1.85     -0.870  2.40     -1.128
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          :       0.817            1.447            1.704
 
At 0.3 x L = 23.73 ft
Prestress      :       1.704  1.80      3.067  2.20      3.748
Self Wt.       :      -0.640  1.85     -1.183  2.40     -1.535
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          :       1.064            1.884            2.214
 
At 0.4 x L = 31.87 ft
Prestress      :       1.950  1.80      3.510  2.20      4.291
Self Wt.       :      -0.744  1.85     -1.376  2.40     -1.785
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          :       1.206            2.134            2.505
 
At 0.5 x L = 40.00 ft
Prestress      :       2.039  1.80      3.671  2.20      4.486
Self Wt.       :      -0.781  1.85     -1.445  2.40     -1.875
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          :       1.258            2.226            2.612
 
At 0.6 x L = 48.13 ft
Prestress      :       1.950  1.80      3.510  2.20      4.291
Self Wt.       :      -0.744  1.85     -1.376  2.40     -1.785
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          :       1.206            2.134            2.505
 
At 0.7 x L = 56.27 ft
Prestress      :       1.704  1.80      3.067  2.20      3.748
Self Wt.       :      -0.640  1.85     -1.183  2.40     -1.535
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          :       1.064            1.884            2.214
 
At 0.8 x L = 64.40 ft
Prestress      :       1.287  1.80      2.317  2.20      2.832
Self Wt.       :      -0.470  1.85     -0.870  2.40     -1.128
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          :       0.817            1.447            1.704
 
At 0.9 x L = 72.53 ft
Prestress      :       0.714  1.80      1.284  2.20      1.570
Self Wt.       :      -0.250  1.85     -0.462  2.40     -0.600
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          :       0.464            0.822            0.970
 

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
   584.4    44.0  3.449  265.1    2.9   2.42   3260.4  0.051T 1.00       -       -     -     -  
H/2     :   2.22
   556.1    44.0  3.315  265.3    2.7   2.33   3138.0  0.053T 1.00       -       -     -     -  
0.1L    :   7.47
  1738.7    45.0  4.478  263.8    3.7   3.13   4275.8  0.039T 1.00       -       -     -     -  
0.2L    :  15.60
  3201.4    46.6  5.208  263.1    4.3   3.63   5111.3  0.033T 1.00    704.0   704.0    7.26    -  
0.3L    :  23.73
  4214.8    48.2  5.208  263.3    4.3   3.63   5296.3  0.033T 1.00    556.1   556.1    9.52    -  
0.4L    :  31.87
  4819.4    49.7  5.208  263.5    4.3   3.64   5481.4  0.033T 1.00    475.4   475.4   11.53    -  
0.5L    :  40.00
  4992.8    49.7  5.208  263.5    4.3   3.64   5481.4  0.033T 1.00    443.1   443.1   12.37    -  
0.6L    :  48.13
  4819.4    49.7  5.208  263.5    4.3   3.64   5481.4  0.033T 1.00    475.4   475.4   11.53    -  
0.7L    :  56.27
  4214.8    48.2  5.208  263.3    4.3   3.63   5296.3  0.033T 1.00    556.1   556.1    9.52    -  
0.8L    :  64.40
  3201.4    46.6  5.208  263.1    4.3   3.63   5111.3  0.033T 1.00    704.0   704.0    7.26    -  
0.9L    :  72.53
  1738.7    45.0  4.478  263.8    3.7   3.13   4275.8  0.039T 1.00       -       -     -     -  
H/2     :  77.78
   556.1    44.0  3.315  265.3    2.7   2.33   3138.0  0.053T 1.00       -       -     -     -  
Transfer:  77.67
   584.4    44.0  3.449  265.1    2.9   2.42   3260.4  0.051T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.045
        M   2.00 Fb     0.179
 
  2   2 E  42.00 Ft     0.373
        M   4.00 Fb     0.125
 
  3   2 E  40.00 Ft     0.678
        M   2.00 Fb     0.091
 
  4   2 E   6.00 Ft     0.631
        M   6.00 Fb     0.345
 
  5   2 E   6.00 Ft     0.585
        M   6.00 Fb     0.600
 
  6   2 E   6.00 Ft     0.538
        M   6.00 Fb     0.855
 
  7   2 E   4.00 Ft     0.469
        M   4.00 Fb     1.129
 
  8   2 E   4.00 Ft     0.399
        M   4.00 Fb     1.402
 
  9   2 E   2.00 Ft     0.307
        M   2.00 Fb     1.695
 
 10   2 E   2.00 Ft     0.214
        M   2.00 Fb     1.988
 
 11   2 E   2.00 Ft     0.122
        M   2.00 Fb     2.281
 
 12   2 E   2.00 Ft     0.029
        M   2.00 Fb     2.574
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 81.33            Release Length, ft: 81.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   4           No. of strands, Straight:  20
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  6.36 %               Final losses: 11.32 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       2.574     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.029       Trans
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5481.43     4992.76     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  -0.000     Bearing    1.800   0.136     Midspan
    Pre.Top:   4.200  -0.000     Bearing    3.150   1.606     Midspan
    Pre.Bot:   4.200  -0.000     Bearing    3.150   2.142    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503  -0.000     Bearing
    Pre.Bot:  -0.503  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.041     Midspan
    Pre.Bot:                                                             2.800   0.957    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  40.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.039  1.80      3.671  2.20      4.486
Self Wt.       :      -0.781  1.85     -1.445  2.40     -1.875
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          :       1.258            2.226            2.612
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              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   80.00
     DC  Line       0.076      0.00       0.076   80.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    40.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 81.330 ft
Release length = 81.330 ft
Design  length = 80.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.744   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.930   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.025   (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                  =        691.8 in2           1334.1 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           453733 in4#
Ht. of c.g.           =        20.74 in             34.48 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1525.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8314

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     2.22     7.47    15.60    23.73    31.87    40.00
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    697.4    717.0    716.0    717.0    717.0    717.0    717.0    717.0
  Yb      ,  in    20.65    20.34    20.35    20.30    20.24    20.19    20.13    20.13
  MI(Ixx) , in4   179647   182185   182052   182768   183792   184937   186205   186205
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1339.4   1357.9   1356.9   1357.9   1357.9   1357.9   1357.9   1357.9
  Yb      ,  in    34.39    34.04    34.06    34.02    34.00    33.97    33.94    33.94
  MI(Ixx) , in4   456948   468571   467980   469769   471763   473874   476102   476102

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 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           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 32.53 ft from member end )
END PATTERN (Ycg = 9.83 in):
    10 @  2.000 in     4 @  4.000 in     6 @  6.000 in     2 @ 40.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     4 @  4.000 in     6 @  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     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.707 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.634 ft
Holddown Force        =  16.484 kips     Beam Shrtng (PL/AE)   =      0.285 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)       
--------------------------------------------------------------------------------------
      1953.150         740 1445.331     14.471 58608.555   830.776     514.814        
 
 
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       2.75       0.1250      0.5833     No
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       4.50       1.7500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.5000      4.5000    Yes
      2      US#5[M16]       60.00        0.62       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      8.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.9167     17.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      17.9167     24.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      24.1667     57.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      57.1634     63.4134    Yes
      2      US#5[M16]       60.00        0.62      12.00      63.4134     72.4134    Yes
      2      US#5[M16]       60.00        0.62       9.00      72.4134     76.1634    Yes
      2      US#5[M16]       60.00        0.62       8.00      76.1634     76.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      76.8301     78.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      78.8301     79.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      79.5801     80.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      80.7467     81.2051     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 81.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.50 in
         P_init    =     1020.9 kips  Ecc = 17.24 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.47 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.135 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.39 ksi    0.00 ksi
    due to Composite Loads                                 -1.57 ksi    0.00 ksi
    due to Live Loads                                      -5.60 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                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.54 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.47 ksi  ( 6.36 %)             9.95 ksi ( 5.08 %)
Total Prestress Losses                                    22.42 ksi (11.44 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    65.3    62.2   195.2   362.0   481.2   552.7   576.5
(Max)       V      28.8    27.1    27.2    23.4    17.6    11.7     5.9     0.0
DL-Prec.  : M       0.0    10.1     9.6    30.1    55.8    74.2    85.3    88.9
DC(Max)     V       4.4     4.2     4.2     3.6     2.7     1.8     0.9     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    73.0    69.4   218.0   404.3   537.4   617.2   643.9
Haunch (Max)V      32.2    30.3    30.4    26.2    19.6    13.1     6.5     0.0
Diaphragm : M       0.0     0.3     0.3     0.9     2.0     3.0     4.0     5.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.8    25.5    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.2     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0    14.8    14.1    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   197.8   188.3   586.9  1074.0  1402.6  1597.1  1643.9
            V     112.9   108.3   108.6    98.2    83.1    67.9    47.6    32.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.9   108.3   108.6    98.2    83.9    70.1    56.9    44.2
            M      -0.0   202.8   193.1   586.9  1021.2  1298.9  1415.0  1379.5
Total     : M+      0.0   388.2   369.4  1155.4  2128.8  2805.0  3208.5  3325.7
            V     196.9   187.4   187.9   166.5   134.3   102.1    64.8    32.6
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   196.9   187.4   187.9   166.5   135.1   104.3    74.1    44.3
            M      -0.0   393.2   374.3  1155.4  2076.1  2701.3  3026.4  3061.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.78   77.67   80.00
Self wt.  : M     552.7   481.2   362.0   195.2    62.2    65.3     0.0
(Max)       V       5.9    11.7    17.6    23.4    27.2    27.1    28.8
DL-Prec.  : M      85.3    74.2    55.8    30.1     9.6    10.1     0.0
DC(Max)     V       0.9     1.8     2.7     3.6     4.2     4.2     4.4
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     617.2   537.4   404.3   218.0    69.4    73.0     0.0
Haunch (Max)V       6.5    13.1    19.6    26.2    30.4    30.3    32.2
Diaphragm : M       4.0     3.0     2.0     0.9     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     227.0   197.6   148.7    80.2    25.5    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.2    11.1    11.8
DL-Comp   : M     125.3   109.1    82.1    44.2    14.1    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
LL + I    : M+   1597.1  1402.6  1074.0   586.9   188.3   197.8     0.0
            V      47.6    67.9    83.1    98.2   108.6   108.3   112.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.9    70.1    83.9    98.2   108.6   108.3   112.9
            M    1415.0  1298.9  1021.2   586.9   193.1   202.8    -0.0
Total     : M+   3208.5  2805.0  2128.8  1155.4   369.4   388.2     0.0
            V      64.8   102.1   134.3   166.5   187.9   187.4   196.9
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    74.1   104.3   135.1   166.5   187.9   187.4   196.9
            M    3026.4  2701.3  2076.1  1155.4   374.3   393.2    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               28.8             28.8
Deck+Haunch            32.2             32.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.4              4.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           59.2             59.2
DL-Comp.(DW)           32.7             32.7
Live                   89.2             89.2
        Truck          63.6             63.6
        Lane           25.6             25.6
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    2.22    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    65.3    62.2   195.2   362.0   481.2   552.7   576.5
(Max)       V      28.8    27.1    27.2    23.4    17.6    11.7     5.9     0.0
DL-Prec.  : M       0.0    10.1     9.6    30.1    55.8    74.2    85.3    88.9
DC(Max)     V       4.4     4.2     4.2     3.6     2.7     1.8     0.9     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    73.0    69.4   218.0   404.3   537.4   617.2   643.9
Haunch (Max)V      32.2    30.3    30.4    26.2    19.6    13.1     6.5     0.0
Diaphragm : M       0.0     0.3     0.3     0.9     2.0     3.0     4.0     5.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.8    25.5    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.2     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0    14.8    14.1    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   158.3   150.6   469.5   859.2  1122.1  1277.7  1315.1
            V      90.3    86.7    86.8    78.6    66.5    54.3    38.1    26.0
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    90.3    86.7    86.8    78.6    67.1    56.1    45.5    35.3
            M      -0.0   162.3   154.5   469.5   817.0  1039.1  1132.0  1103.6
Total     : M+      0.0   348.6   331.8  1038.1  1914.0  2524.5  2889.1  2996.9
            V     174.3   165.7   166.2   146.9   117.7    88.6    55.2    26.1
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   174.3   165.7   166.2   146.9   118.3    90.3    62.7    35.5
            M      -0.0   352.6   335.7  1038.1  1871.8  2441.5  2743.4  2785.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.78   77.67   80.00
Self wt.  : M     552.7   481.2   362.0   195.2    62.2    65.3     0.0
(Max)       V       5.9    11.7    17.6    23.4    27.2    27.1    28.8
DL-Prec.  : M      85.3    74.2    55.8    30.1     9.6    10.1     0.0
DC(Max)     V       0.9     1.8     2.7     3.6     4.2     4.2     4.4
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     617.2   537.4   404.3   218.0    69.4    73.0     0.0
Haunch (Max)V       6.5    13.1    19.6    26.2    30.4    30.3    32.2
Diaphragm : M       4.0     3.0     2.0     0.9     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     227.0   197.6   148.7    80.2    25.5    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.2    11.1    11.8
DL-Comp   : M     125.3   109.1    82.1    44.2    14.1    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
LL + I    : M+   1277.7  1122.1   859.2   469.5   150.6   158.3     0.0
            V      38.1    54.3    66.5    78.6    86.8    86.7    90.3
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    45.5    56.1    67.1    78.6    86.8    86.7    90.3
            M    1132.0  1039.1   817.0   469.5   154.5   162.3    -0.0
Total     : M+   2889.1  2524.5  1914.0  1038.1   331.8   348.6     0.0
            V      55.2    88.6   117.7   146.9   166.2   165.7   174.3
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    62.7    90.3   118.3   146.9   166.2   165.7   174.3
            M    2743.4  2441.5  1871.8  1038.1   335.7   352.6    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    81.7    77.7   244.0   452.5   601.5   690.8   720.6
(Max)       V      36.0    33.9    34.0    29.3    22.0    14.7     7.3     0.0
Self wt.  : M       0.0    58.8    56.0   175.7   325.8   433.1   497.4   518.8
(Min)       V      25.9    24.4    24.5    21.1    15.8    10.5     5.3     0.0
DL-Prec.  : M       0.0    12.6    12.0    37.6    69.8    92.8   106.6   111.2
DC(Max)     V       5.6     5.2     5.3     4.5     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     9.1     8.6    27.1    50.3    66.8    76.7    80.0
DC(Min)     V       4.0     3.8     3.8     3.3     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    91.2    86.8   272.5   505.4   671.7   771.5   804.8
Haunch (Max)V      40.2    37.9    38.0    32.7    24.5    16.4     8.2     0.0
Deck +    : M       0.0    65.7    62.5   196.2   363.9   483.6   555.5   579.5
Haunch (Min)V      29.0    27.3    27.4    23.6    17.7    11.8     5.9     0.0
Diaphragm : M       0.0     0.4     0.3     1.2     2.4     3.7     5.0     6.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.8     1.8     2.7     3.6     4.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.5    31.9   100.2   185.9   247.1   283.8   296.0
DC(Max)     V      14.8    13.9    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    24.2    23.0    72.2   133.8   177.9   204.3   213.1
DC(Min)     V      10.7    10.0    10.1     8.7     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0    22.2    21.1    66.4   123.1   163.6   187.9   196.0
DW(Max)     V       9.8     9.2     9.3     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0     9.6     9.2    28.8    53.3    70.9    81.4    84.9
DW(Min)     V       4.2     4.0     4.0     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   346.2   329.5  1027.0  1879.4  2454.5  2794.9  2876.9
            V     197.6   189.6   190.0   171.9   145.4   118.9    83.3    56.8
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   197.6   189.6   190.0   171.9   146.7   122.7    99.5    77.3
            M      -0.0   354.9   338.0  1027.0  1787.2  2273.0  2476.2  2414.2
Total     : M+      0.0   587.9   559.5  1748.8  3218.5  4234.8  4840.5  5011.7
            V     304.2   289.9   290.7   258.6   210.4   162.3   105.1    56.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   304.2   289.9   290.7   258.6   211.8   166.1   121.3    77.5
            M      -0.0   596.6   567.9  1748.8  3126.2  4053.4  4521.8  4549.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.78   77.67   80.00
Self wt.  : M     690.8   601.5   452.5   244.0    77.7    81.7     0.0
(Max)       V       7.3    14.7    22.0    29.3    34.0    33.9    36.0
Self wt.  : M     497.4   433.1   325.8   175.7    56.0    58.8     0.0
(Min)       V       5.3    10.5    15.8    21.1    24.5    24.4    25.9
DL-Prec.  : M     106.6    92.8    69.8    37.6    12.0    12.6     0.0
DC(Max)     V       1.1     2.3     3.4     4.5     5.3     5.2     5.6
DL-Prec.  : M      76.7    66.8    50.3    27.1     8.6     9.1     0.0
DC(Min)     V       0.8     1.6     2.4     3.3     3.8     3.8     4.0
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     771.5   671.7   505.4   272.5    86.8    91.2     0.0
Haunch (Max)V       8.2    16.4    24.5    32.7    38.0    37.9    40.2
Deck +    : M     555.5   483.6   363.9   196.2    62.5    65.7     0.0
Haunch (Min)V       5.9    11.8    17.7    23.6    27.4    27.3    29.0
Diaphragm : M       5.0     3.7     2.4     1.2     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.6     2.7     1.8     0.8     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     283.8   247.1   185.9   100.2    31.9    33.5     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    13.9    14.8
DL-Comp   : M     204.3   177.9   133.8    72.2    23.0    24.2     0.0
DC(Min)     V       2.2     4.3     6.5     8.7    10.1    10.0    10.7
DL-Comp   : M     187.9   163.6   123.1    66.4    21.1    22.2     0.0
DW(Max)     V       2.0     4.0     6.0     8.0     9.3     9.2     9.8
DL-Comp   : M      81.4    70.9    53.3    28.8     9.2     9.6     0.0
DW(Min)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.2
LL + I    : M+   2794.9  2454.5  1879.4  1027.0   329.5   346.2     0.0
            V      83.3   118.9   145.4   171.9   190.0   189.6   197.6
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    99.5   122.7   146.7   171.9   190.0   189.6   197.6
            M    2476.2  2273.0  1787.2  1027.0   338.0   354.9    -0.0
Total     : M+   4840.5  4234.8  3218.5  1748.8   559.5   587.9     0.0
            V     105.1   162.3   210.4   258.6   290.7   289.9   304.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   121.3   166.1   211.8   258.6   290.7   289.9   304.2
            M    4521.8  4053.4  3126.2  1748.8   567.9   596.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.0             36.0
Deck+Haunch            40.2             40.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.6              5.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           49.0             49.0
Live                  156.1            156.1
        Truck         111.3            111.3
        Lane           44.8             44.8
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    2.22    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    65.3    62.2   195.2   362.0   481.2   552.7   576.5
(Max)       V      28.8    27.1    27.2    23.4    17.6    11.7     5.9     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    10.1     9.6    30.1    55.8    74.2    85.3    88.9
DC(Max)     V       4.4     4.2     4.2     3.6     2.7     1.8     0.9     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    73.0    69.4   218.0   404.3   537.4   617.2   643.9
Haunch (Max)V      32.2    30.3    30.4    26.2    19.6    13.1     6.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     0.9     2.0     3.0     4.0     5.0
(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    26.8    25.5    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.2     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    14.8    14.1    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     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   199.0   189.5   582.0  1034.9  1344.0  1494.0  1455.5
            V     114.7   110.0   110.3    99.8    85.0    65.6    50.7    35.9
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   114.7   110.0   110.3    99.8    85.0    70.1    55.3    41.3
            M       0.0   199.0   189.5   582.0  1034.9  1299.3  1375.1  1288.1
Total     : M+      0.0   389.4   370.6  1150.6  2089.7  2746.5  3105.5  3137.3
            V     198.6   189.1   189.6   168.1   136.2    99.8    67.9    36.0
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   198.6   189.1   189.6   168.1   136.2   104.3    72.4    41.4
            M       0.0   389.4   370.6  1150.6  2089.7  2701.7  2986.5  2969.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.78   77.67   80.00
Self wt.  : M     552.7   481.2   362.0   195.2    62.2    65.3     0.0
(Max)       V       5.9    11.7    17.6    23.4    27.2    27.1    28.8
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      85.3    74.2    55.8    30.1     9.6    10.1     0.0
DC(Max)     V       0.9     1.8     2.7     3.6     4.2     4.2     4.4
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     617.2   537.4   404.3   218.0    69.4    73.0     0.0
Haunch (Max)V       6.5    13.1    19.6    26.2    30.4    30.3    32.2
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       4.0     3.0     2.0     0.9     0.3     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     227.0   197.6   148.7    80.2    25.5    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.2    11.1    11.8
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     125.3   109.1    82.1    44.2    14.1    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
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+   1494.0  1344.0  1034.9   582.0   189.5   199.0     0.0
            V      50.7    65.6    85.0    99.8   110.3   110.0   114.7
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    55.3    70.1    85.0    99.8   110.3   110.0   114.7
            M    1375.1  1299.3  1034.9   582.0   189.5   199.0     0.0
Total     : M+   3105.5  2746.5  2089.7  1150.6   370.6   389.4     0.0
            V      67.9    99.8   136.2   168.1   189.6   189.1   198.6
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    72.4   104.3   136.2   168.1   189.6   189.1   198.6
            M    2986.5  2701.7  2089.7  1150.6   370.6   389.4     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67
 
Beam-Self
Precast-top    0.138   0.348   0.616   0.806   0.917   0.955 
Bottom        -0.113  -0.286  -0.504  -0.656  -0.742  -0.773 
 
Prestress
Precast-top   -0.108  -0.239  -0.443  -0.645  -0.844  -0.844 
Bottom         2.687   2.790   2.951   3.107   3.260   3.260 
 
Total
Precast-top    0.029   0.109   0.173   0.161   0.073   0.111 
Bottom         2.574   2.504   2.447   2.452   2.518   2.487 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.97 %)
             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    2.22    7.47   15.60   23.73   31.87   40.00
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.016   0.051   0.094   0.124   0.143   0.149 
Precast-top   -0.010   0.157   0.151   0.543   1.002   1.275   1.365   1.457 
Bottom         0.542   2.157   2.078   1.784   1.338   1.067   0.967   0.882 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67
 
Beam-Self
Precast-top    0.138   0.348   0.616   0.806   0.917   0.955 
Bottom        -0.113  -0.286  -0.504  -0.656  -0.742  -0.773 
 
Prestress
Precast-top   -0.108  -0.239  -0.443  -0.645  -0.844  -0.844 
Bottom         2.687   2.790   2.951   3.107   3.260   3.260 
 
Total
Precast-top    0.029   0.109   0.173   0.161   0.073   0.111 
Bottom         2.574   2.504   2.447   2.452   2.518   2.487 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.97 %)
             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    2.22    7.47   15.60   23.73   31.87   40.00
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 

 
 
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    2.22    7.47   15.60   23.73   31.87   40.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.090   0.086   0.263   0.468   0.608   0.676   0.663 
Precast-top   -0.005   0.134   0.128   0.434   0.791   1.013   1.099   1.134 
Bottom         0.271   0.905   0.873   0.386  -0.226  -0.623  -0.795  -0.804 
 

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
    304.2    6.5   49.6    0.639   3.3   6.00e-3 50.0    311.4     1.504    3.017      0.00
      0.0    0.6   49.3     41.9 0.149      23.4 0.87    12.00     0.109    1.670 
Transfer:   3.00
    289.9    6.5   49.6    2.884  14.7   0.07e-3 29.2    187.6     0.435    1.760      0.00
    596.6    2.8   48.3    189.0 0.140     119.9 4.57    12.00     0.109    1.750 
Critical:   4.68
    279.6    6.5   49.6    3.167  14.7  -0.02e-3 28.9    168.5     0.387    0.930      0.00
    974.7    3.0   48.1    189.0 0.135     127.5 4.87    12.00     0.109    1.761 
0.1L    :   8.13
    258.6    6.5   49.6    3.742  14.7  -0.01e-3 29.0    147.1     0.340    0.827      0.00
   1748.8    3.6   47.9    189.0 0.125     125.6 4.83    12.00     0.109    1.732 
0.2L    :  16.27
    211.8    6.5   46.6    5.208  14.7   0.37e-3 30.3    129.9     0.341    0.620      0.00
   3126.2    4.1   44.5    189.0 0.109      90.8 3.75    24.00     0.109    1.451 
0.3L    :  24.40
    166.1    6.5   48.2    5.208  14.7   1.50e-3 34.2    113.2     0.334    0.413      0.00
   4053.4    4.1   46.1    189.0 0.081      56.7 2.26    24.00     0.109    1.145 
0.4L    :  32.53
    121.3    6.5   49.7    5.208   0.0   1.85e-3 35.5     82.7     0.247    0.413      0.00
   4521.8    4.1   47.7    189.0 0.062      52.1 2.01    24.00     0.109    1.412 
0.5L    :  40.67
     77.5    6.5   49.7    5.208   0.0   1.60e-3 34.6     29.6     0.109    0.413      0.00
   4549.0    4.1   47.7    189.0 0.040      56.5 2.18    24.00     0.109    2.316 
0.6L    :  48.80
    121.3    6.5   49.7    5.208   0.0   1.85e-3 35.5     82.7     0.247    0.413      0.00
   4521.8    4.1   47.7    189.0 0.062      52.1 2.01    24.00     0.109    1.412 
0.7L    :  56.93
    166.1    6.5   48.2    5.208  14.7   1.50e-3 34.2    113.2     0.334    0.413      0.00
   4053.4    4.1   46.1    189.0 0.081      56.7 2.26    24.00     0.109    1.145 
0.8L    :  65.06
    211.8    6.5   46.6    5.208  14.7   0.37e-3 30.3    129.9     0.341    0.620      0.00
   3126.2    4.1   44.5    189.0 0.109      90.8 3.75    24.00     0.109    1.451 
0.9L    :  73.20
    258.6    6.5   49.6    3.742  14.7  -0.01e-3 29.0    147.1     0.340    0.827      0.00
   1748.8    3.6   47.9    189.0 0.125     125.6 4.83    12.00     0.109    1.732 
Critical:  76.65
    279.6    6.5   49.6    3.167  14.7  -0.02e-3 28.9    168.5     0.387    0.930      0.00
    974.7    3.0   48.1    189.0 0.135     127.5 4.87    12.00     0.109    1.761 
Transfer:  78.33
    289.9    6.5   49.6    2.884  14.7   0.07e-3 29.2    187.6     0.435    1.760      0.00
    596.6    2.8   48.3    189.0 0.140     119.9 4.57    12.00     0.109    1.750 
Bearing :  80.67
    304.2    6.5   49.6    0.639   3.3   6.00e-3 50.0    311.4     1.504    3.017      0.00
      0.0    0.6   49.3     41.9 0.149      23.4 0.87    12.00     0.109    1.670 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    2.04
 
 
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
    304.2      6.85     49.65    0.62       49.34    24.00      0.300      1.534      0.000      3.017 
Transfer:      2.33
    289.9      6.67     49.65    2.76       48.27    24.00      0.300      1.475      0.000      1.760 
Critical:      4.01
    279.7      6.46     49.65    3.02       48.14    24.00      0.300      1.402      0.000      0.930 
0.1L    :      7.47
    258.6      6.00     49.65    3.56       47.87    24.00      0.300      1.251      0.000      0.827 
0.2L    :     15.60
    211.8      5.29     46.58    4.12       44.52    24.00      0.300      1.012      0.000      0.620 
0.3L    :     23.73
    166.1      4.00     48.17    4.12       46.11    24.00      0.300      0.585      0.000      0.413 
0.4L    :     31.87
    121.3      2.83     49.75    4.13       47.69    24.00      0.300      0.192      0.000      0.413 
0.5L    :     40.00
     77.5      1.81     49.75    4.13       47.69    24.00      0.300      0.000      0.000      0.413 
0.6L    :     48.13
    121.3      2.83     49.75    4.13       47.69    24.00      0.300      0.192      0.000      0.413 
0.7L    :     56.27
    166.1      4.00     48.17    4.12       46.11    24.00      0.300      0.585      0.000      0.413 
0.8L    :     64.40
    211.8      5.29     46.58    4.12       44.52    24.00      0.300      1.012      0.000      0.620 
0.9L    :     72.53
    258.6      6.00     49.65    3.56       47.87    24.00      0.300      1.251      0.000      0.827 
Critical:     75.99
    279.7      6.46     49.65    3.02       48.14    24.00      0.300      1.402      0.000      0.930 
Transfer:     77.67
    289.9      6.67     49.65    2.76       48.27    24.00      0.300      1.475      0.000      1.760 
Bearing :     80.00
    304.2      6.85     49.65    0.62       49.34    24.00      0.300      1.534      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.47 ft
Prestress      :       0.714  1.80      1.284  2.20      1.570
Self Wt.       :      -0.250  1.85     -0.462  2.40     -0.600
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          :       0.464            0.822            0.970
 
At 0.2 x L = 15.60 ft
Prestress      :       1.287  1.80      2.317  2.20      2.832
Self Wt.       :      -0.470  1.85     -0.870  2.40     -1.128
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          :       0.817            1.447            1.704
 
At 0.3 x L = 23.73 ft
Prestress      :       1.704  1.80      3.067  2.20      3.748
Self Wt.       :      -0.640  1.85     -1.183  2.40     -1.535
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          :       1.064            1.884            2.214
 
At 0.4 x L = 31.87 ft
Prestress      :       1.950  1.80      3.510  2.20      4.291
Self Wt.       :      -0.744  1.85     -1.376  2.40     -1.785
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          :       1.206            2.134            2.505
 
At 0.5 x L = 40.00 ft
Prestress      :       2.039  1.80      3.671  2.20      4.486
Self Wt.       :      -0.781  1.85     -1.445  2.40     -1.875
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          :       1.258            2.226            2.612
 
At 0.6 x L = 48.13 ft
Prestress      :       1.950  1.80      3.510  2.20      4.291
Self Wt.       :      -0.744  1.85     -1.376  2.40     -1.785
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          :       1.206            2.134            2.505
 
At 0.7 x L = 56.27 ft
Prestress      :       1.704  1.80      3.067  2.20      3.748
Self Wt.       :      -0.640  1.85     -1.183  2.40     -1.535
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          :       1.064            1.884            2.214
 
At 0.8 x L = 64.40 ft
Prestress      :       1.287  1.80      2.317  2.20      2.832
Self Wt.       :      -0.470  1.85     -0.870  2.40     -1.128
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          :       0.817            1.447            1.704
 
At 0.9 x L = 72.53 ft
Prestress      :       0.714  1.80      1.284  2.20      1.570
Self Wt.       :      -0.250  1.85     -0.462  2.40     -0.600
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          :       0.464            0.822            0.970
 

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
   587.9    44.0  3.461  264.4    3.2   2.76   3250.0  0.044T 1.00       -       -     -     -  
H/2     :   2.22
   559.5    44.0  3.327  264.6    3.1   2.66   3128.7  0.046T 1.00       -       -     -     -  
0.1L    :   7.47
  1748.8    45.0  4.491  263.0    4.2   3.56   4253.0  0.034T 1.00       -       -     -     -  
0.2L    :  15.60
  3218.5    46.6  5.208  262.1    4.8   4.12   5065.4  0.029T 1.00    739.3   739.3    6.85    -  
0.3L    :  23.73
  4234.8    48.2  5.208  262.4    4.8   4.12   5250.3  0.029T 1.00    608.1   608.1    8.63    -  
0.4L    :  31.87
  4840.5    49.7  5.208  262.6    4.9   4.13   5435.3  0.029T 1.00    537.0   537.0   10.12    -  
0.5L    :  40.00
  5011.7    49.7  5.208  262.6    4.9   4.13   5435.3  0.029T 1.00    508.5   508.5   10.69    -  
0.6L    :  48.13
  4840.5    49.7  5.208  262.6    4.9   4.13   5435.3  0.029T 1.00    537.0   537.0   10.12    -  
0.7L    :  56.27
  4234.8    48.2  5.208  262.4    4.8   4.12   5250.3  0.029T 1.00    608.1   608.1    8.63    -  
0.8L    :  64.40
  3218.5    46.6  5.208  262.1    4.8   4.12   5065.4  0.029T 1.00    739.3   739.3    6.85    -  
0.9L    :  72.53
  1748.8    45.0  4.491  263.0    4.2   3.56   4253.0  0.034T 1.00       -       -     -     -  
H/2     :  77.78
   559.5    44.0  3.327  264.6    3.1   2.66   3128.7  0.046T 1.00       -       -     -     -  
Transfer:  77.67
   587.9    44.0  3.461  264.4    3.2   2.76   3250.0  0.044T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.045
        M   2.00 Fb     0.179
 
  2   2 E  42.00 Ft     0.373
        M   4.00 Fb     0.125
 
  3   2 E  40.00 Ft     0.678
        M   2.00 Fb     0.091
 
  4   2 E   6.00 Ft     0.631
        M   6.00 Fb     0.345
 
  5   2 E   6.00 Ft     0.585
        M   6.00 Fb     0.600
 
  6   2 E   6.00 Ft     0.538
        M   6.00 Fb     0.855
 
  7   2 E   4.00 Ft     0.469
        M   4.00 Fb     1.129
 
  8   2 E   4.00 Ft     0.399
        M   4.00 Fb     1.402
 
  9   2 E   2.00 Ft     0.307
        M   2.00 Fb     1.695
 
 10   2 E   2.00 Ft     0.214
        M   2.00 Fb     1.988
 
 11   2 E   2.00 Ft     0.122
        M   2.00 Fb     2.281
 
 12   2 E   2.00 Ft     0.029
        M   2.00 Fb     2.574
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 81.33            Release Length, ft: 81.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   4           No. of strands, Straight:  20
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  6.36 %               Final losses: 11.44 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       2.574     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.029       Trans
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5435.31     5011.74     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  -0.000     Bearing    1.800   0.149     Midspan
    Pre.Top:   4.200  -0.000     Bearing    3.150   1.457     Midspan
    Pre.Bot:   4.200  -0.000     Bearing    3.150   2.157    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503  -0.000     Bearing
    Pre.Bot:  -0.503  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.134     Midspan
    Pre.Bot:                                                             2.800   0.905    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  40.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.039  1.80      3.671  2.20      4.486
Self Wt.       :      -0.781  1.85     -1.445  2.40     -1.875
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          :       1.258            2.226            2.612
 
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

