 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTC65 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 65 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 2 feet and 3.25 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 5 ksi and 6 ksi, respectively.
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_f1a0.tmp\BTC65-0_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 =   2362463.00
 
SPAN DATA
---------
Precast length    , ft =     66.330
Bearing-to-bearing, ft =     65.000
Release span      , ft =     66.330
 
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      =      6.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4877.010        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      5.000 
Eci ,ksi      =   4592.230
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.40L
     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   65.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   65.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   65.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   65.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   65.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   65.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   65.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   65.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   65.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   65.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   65.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   32.500
   1    2        0.500   32.500
   1    3        0.500   32.500
   1    4        0.500   32.500
   1    5        0.250   32.500
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   65.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   65.00   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    0.066     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              5.00 ksi 
  Elasticity          4592.2 ksi 
  Max comp              3.25 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.54 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      6.00 ksi    4.00 ksi 
  Elasticity 4877.01 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.60 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.70 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.40 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.47 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    5.00        6.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 26.53 ft from member end )
 
END PATTERN (Ycg = 8.50 in):
 
  8 @  2.000 in 6 @  6.000 in 2 @ 42.000 in  
 
MID PATTERN (Ycg = 3.75 in):
(A) Draped:
 
  2 @  4.000 in    
 
(B) Straight:
 
  8 @  2.000 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    4.50  0.1250  2.0000 No        
       2 US#6[M19]  60.0  0.88    6.00  2.0000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  8.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.1667 15.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.1667 22.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 22.6670 43.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 43.6631 51.1634 Yes       
       2 US#5[M16]  60.0  0.62   12.00 51.1634 58.1634 Yes       
       2 US#5[M16]  60.0  0.62    9.00 58.1634 61.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 61.1634 61.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 61.8301 64.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 64.3301 66.2051 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 66.3300       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:
 16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 26.53 ft from member end )
 
END PATTERN (Ycg = 8.50 in):
 
  8 @  2.000 in 6 @  6.000 in 2 @ 42.000 in  
 
MID PATTERN (Ycg = 3.75 in):
(A) Draped:
 
  2 @  4.000 in    
 
(B) Straight:
 
  8 @  2.000 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    4.50  0.1250  2.0000 No        
       2 US#6[M19]  60.0  0.88    6.00  2.0000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  8.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.1667 15.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.1667 22.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 22.6670 43.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 43.6631 51.1634 Yes       
       2 US#5[M16]  60.0  0.62   12.00 51.1634 58.1634 Yes       
       2 US#5[M16]  60.0  0.62    9.00 58.1634 61.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 61.1634 61.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 61.8301 64.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 64.3301 66.2051 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 66.3300       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:
 16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 26.53 ft from member end )
 
END PATTERN (Ycg = 8.50 in):
 
  8 @  2.000 in 6 @  6.000 in 2 @ 42.000 in  
 
MID PATTERN (Ycg = 3.75 in):
(A) Draped:
 
  2 @  4.000 in    
 
(B) Straight:
 
  8 @  2.000 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    4.50  0.1250  2.0000 No        
       2 US#6[M19]  60.0  0.88    6.00  2.0000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  8.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.1667 15.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.1667 22.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 22.6670 43.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 43.6631 51.1634 Yes       
       2 US#5[M16]  60.0  0.62   12.00 51.1634 58.1634 Yes       
       2 US#5[M16]  60.0  0.62    9.00 58.1634 61.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 61.1634 61.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 61.8301 64.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 64.3301 66.2051 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 66.3300       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:
 16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 26.53 ft from member end )
 
END PATTERN (Ycg = 8.50 in):
 
  8 @  2.000 in 6 @  6.000 in 2 @ 42.000 in  
 
MID PATTERN (Ycg = 3.75 in):
(A) Draped:
 
  2 @  4.000 in    
 
(B) Straight:
 
  8 @  2.000 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    4.50  0.1250  2.0000 No        
       2 US#6[M19]  60.0  0.88    6.00  2.0000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  8.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.1667 15.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.1667 22.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 22.6670 43.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 43.6631 51.1634 Yes       
       2 US#5[M16]  60.0  0.62   12.00 51.1634 58.1634 Yes       
       2 US#5[M16]  60.0  0.62    9.00 58.1634 61.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 61.1634 61.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 61.8301 64.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 64.3301 66.2051 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 66.3300       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:
 16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 26.53 ft from member end )
 
END PATTERN (Ycg = 8.50 in):
 
  8 @  2.000 in 6 @  6.000 in 2 @ 42.000 in  
 
MID PATTERN (Ycg = 3.75 in):
(A) Draped:
 
  2 @  4.000 in    
 
(B) Straight:
 
  8 @  2.000 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    4.50  0.1250  2.0000 No        
       2 US#6[M19]  60.0  0.88    6.00  2.0000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  8.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.1667 15.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.1667 22.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 22.6670 43.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 43.6631 51.1634 Yes       
       2 US#5[M16]  60.0  0.62   12.00 51.1634 58.1634 Yes       
       2 US#5[M16]  60.0  0.62    9.00 58.1634 61.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 61.1634 61.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 61.8301 64.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 64.3301 66.2051 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 66.3300       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   65.00
     DC  Line       0.052      0.00       0.052   65.00
     DC  Line       0.076      0.00       0.076   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.330 ft
Release length = 66.330 ft
Design  length = 65.000 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)  : 0.783   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.921   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.015   (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           1367.7 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           461073 in4#
Ht. of c.g.           =        20.74 in             34.85 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 = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     5.97    12.60    19.23    25.87    32.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    695.8    709.9    709.2    709.9    709.9    709.9    709.9    709.9
  Yb      ,  in    20.67    20.41    20.43    20.40    20.37    20.34    20.31    20.31
  MI(Ixx) , in4   179579   181847   181729   182147   182734   183370   184056   184056
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1371.4   1384.5   1383.8   1384.5   1384.5   1384.5   1384.5   1384.5
  Yb      ,  in    34.77    34.52    34.53    34.51    34.50    34.48    34.47    34.47
  MI(Ixx) , in4   463677   473079   472602   473667   474777   475934   477137   477137

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  16 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 26.53 ft from member end )
END PATTERN (Ycg = 8.50 in):
     8 @  2.000 in     6 @  6.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.75 in):
(A) Draped:
     2 @  4.000 in
(B) Straight:
     8 @  2.000 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     =    3.47 in2      Initial Pull          =      680.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.848 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.810 ft
Holddown Force        =  10.082 kips     Beam Shrtng (PL/AE)   =      0.166 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)       
-------------------------------------------------------------------------------------
      1062.033         740 785.905     11.802 47799.160   675.250     419.865        
 
 
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       4.50       0.1250      2.0000     No
      2      US#6[M19]       60.00        0.88       6.00       2.0000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      8.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.1667     15.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.1667     22.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      22.6670     43.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      43.6631     51.1634    Yes
      2      US#5[M16]       60.00        0.62      12.00      51.1634     58.1634    Yes
      2      US#5[M16]       60.00        0.62       9.00      58.1634     61.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      61.1634     61.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      61.8301     64.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      64.3301     66.2051     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 66.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.4720 in2       Ycg =  3.75 in
         P_init    =      680.6 kips  Ecc = 16.99 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.89 ksi  (Eq 5.9.5.2.3a-1) 
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.25 ksi    0.00 ksi
    due to Composite Loads                                 -1.10 ksi    0.00 ksi
    due to Live Loads                                      -4.40 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.20 ksi (Eq 5.9.3.3-1)
                        ------------                    ------------ (fcgp= 1.469 ksi)
Sub-total                  9.89 ksi  ( 5.04 %)            11.86 ksi ( 6.05 %)
Total Prestress Losses                                    21.74 ksi (11.09 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.3 ksi < 0.80 fpy, OK 
 
ES computed using Alternate Eq. C5.9.5.2.3a
 
** 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    52.7    50.2   126.9   237.9   317.2   364.7   380.6
(Max)       V      23.4    21.7    21.8    19.1    14.3     9.6     4.8     0.0
DL-Prec.  : M       0.0    11.9    11.4    28.7    53.9    71.8    82.6    86.2
DC(Max)     V       5.3     4.9     4.9     4.3     3.2     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    58.9    56.1   141.8   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    24.4    21.4    16.0    10.7     5.3     0.0
Diaphragm : M       0.0     0.3     0.3     0.7     1.6     2.4     3.2     4.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.7    20.6    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.0     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9    11.4    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   182.6   173.8   436.0   802.7  1045.3  1187.9  1217.4
            V     104.3    99.0    99.3    90.7    76.7    62.7    44.8    30.8
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   104.3    99.0    99.3    90.7    77.3    64.4    51.9    39.9
            M       0.0   186.1   177.3   436.0   767.9   976.7  1059.4  1022.6
Total     : M+      0.0   340.0   323.7   815.2  1513.4  1993.0  2278.2  2355.9
            V     174.2   163.9   164.4   147.8   119.6    91.3    59.2    30.9
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   174.2   163.9   164.4   147.8   120.1    93.0    66.3    40.0
            M       0.0   343.5   327.2   815.2  1478.6  1924.5  2149.8  2161.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.78   62.67   65.00
Self wt.  : M     364.7   317.2   237.9   126.9    50.2    52.7     0.0
(Max)       V       4.8     9.6    14.3    19.1    21.8    21.7    23.4
DL-Prec.  : M      82.6    71.8    53.9    28.7    11.4    11.9     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.9     4.9     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.8    56.1    58.9     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.4    24.3    26.2
Diaphragm : M       3.2     2.4     1.6     0.7     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     149.8   130.3    97.7    52.1    20.6    21.7     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.0     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8    11.4    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
LL + I    : M+   1187.9  1045.3   802.7   436.0   173.8   182.6     0.0
            V      44.8    62.7    76.7    90.7    99.3    99.0   104.3
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    51.9    64.4    77.3    90.7    99.3    99.0   104.3
            M    1059.4   976.7   767.9   436.0   177.3   186.1     0.0
Total     : M+   2278.2  1993.0  1513.4   815.2   323.7   340.0     0.0
            V      59.2    91.3   119.6   147.8   164.4   163.9   174.2
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    66.3    93.0   120.1   147.8   164.4   163.9   174.2
            M    2149.8  1924.5  1478.6   815.2   327.2   343.5     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               23.4             23.4
Deck+Haunch            26.2             26.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           48.1             48.1
DL-Comp.(DW)           26.5             26.5
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
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, 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    52.7    50.2   126.9   237.9   317.2   364.7   380.6
(Max)       V      23.4    21.7    21.8    19.1    14.3     9.6     4.8     0.0
DL-Prec.  : M       0.0    11.9    11.4    28.7    53.9    71.8    82.6    86.2
DC(Max)     V       5.3     4.9     4.9     4.3     3.2     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    58.9    56.1   141.8   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    24.4    21.4    16.0    10.7     5.3     0.0
Diaphragm : M       0.0     0.3     0.3     0.7     1.6     2.4     3.2     4.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.7    20.6    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.0     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9    11.4    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   146.1   139.1   348.8   642.2   836.2   950.3   973.9
            V      83.4    79.2    79.4    72.6    61.4    50.1    35.9    24.6
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    83.4    79.2    79.4    72.6    61.8    51.5    41.6    31.9
            M       0.0   148.9   141.9   348.8   614.3   781.4   847.6   818.1
Total     : M+      0.0   303.5   289.0   727.9  1352.9  1784.0  2040.7  2112.4
            V     153.4   144.1   144.6   129.7   104.2    78.8    50.2    24.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   153.4   144.1   144.6   129.7   104.7    80.1    55.9    32.0
            M       0.0   306.3   291.7   727.9  1325.0  1729.2  1937.9  1956.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.78   62.67   65.00
Self wt.  : M     364.7   317.2   237.9   126.9    50.2    52.7     0.0
(Max)       V       4.8     9.6    14.3    19.1    21.8    21.7    23.4
DL-Prec.  : M      82.6    71.8    53.9    28.7    11.4    11.9     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.9     4.9     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.8    56.1    58.9     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.4    24.3    26.2
Diaphragm : M       3.2     2.4     1.6     0.7     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     149.8   130.3    97.7    52.1    20.6    21.7     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.0     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8    11.4    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
LL + I    : M+    950.3   836.2   642.2   348.8   139.1   146.1     0.0
            V      35.9    50.1    61.4    72.6    79.4    79.2    83.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    41.6    51.5    61.8    72.6    79.4    79.2    83.4
            M     847.6   781.4   614.3   348.8   141.9   148.9     0.0
Total     : M+   2040.7  1784.0  1352.9   727.9   289.0   303.5     0.0
            V      50.2    78.8   104.2   129.7   144.6   144.1   153.4
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    55.9    80.1   104.7   129.7   144.6   144.1   153.4
            M    1937.9  1729.2  1325.0   727.9   291.7   306.3     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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    65.9    62.7   158.7   297.4   396.5   455.9   475.7
(Max)       V      29.3    27.2    27.3    23.9    17.9    11.9     6.0     0.0
Self wt.  : M       0.0    47.4    45.2   114.2   214.1   285.5   328.3   342.5
(Min)       V      21.1    19.6    19.6    17.2    12.9     8.6     4.3     0.0
DL-Prec.  : M       0.0    14.9    14.2    35.9    67.3    89.8   103.2   107.7
DC(Max)     V       6.6     6.2     6.2     5.4     4.1     2.7     1.4     0.0
DL-Prec.  : M       0.0    10.7    10.2    25.9    48.5    64.6    74.3    77.6
DC(Min)     V       4.8     4.4     4.4     3.9     2.9     1.9     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
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    73.6    70.1   177.2   332.1   442.8   509.2   531.3
Haunch (Max)V      32.7    30.3    30.5    26.7    20.0    13.3     6.7     0.0
Deck +    : M       0.0    53.0    50.4   127.6   239.1   318.8   366.6   382.5
Haunch (Min)V      23.5    21.8    21.9    19.2    14.4     9.6     4.8     0.0
Diaphragm : M       0.0     0.4     0.3     0.9     2.0     3.0     4.0     5.1
(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     0.7     1.4     2.2     2.9     3.7
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    27.1    25.8    65.2   122.2   162.8   187.3   195.4
DC(Max)     V      12.0    11.2    11.2     9.8     7.4     4.9     2.5     0.0
DL-Comp   : M       0.0    19.5    18.6    46.9    87.9   117.3   134.8   140.7
DC(Min)     V       8.7     8.0     8.1     7.1     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    17.9    17.1    43.2    80.9   107.8   124.0   129.4
DW(Max)     V       8.0     7.4     7.4     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0     7.8     7.4    18.7    35.1    46.7    53.7    56.1
DW(Min)     V       3.5     3.2     3.2     2.8     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   319.5   304.2   763.1  1404.8  1829.2  2078.8  2130.5
            V     182.5   173.2   173.7   158.7   134.2   109.7    78.4    53.9
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   182.5   173.2   173.7   158.7   135.2   112.7    90.9    69.8
            M       0.0   325.7   310.3   763.1  1343.8  1709.3  1854.0  1789.6
Total     : M+      0.0   519.3   494.4  1244.2  2306.6  3031.9  3462.4  3575.1
            V     271.3   255.6   256.4   231.2   188.6   146.0    96.7    54.1
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   271.3   255.6   256.4   231.2   189.6   149.0   109.1    70.0
            M       0.0   525.5   500.5  1244.2  2245.7  2912.0  3237.7  3234.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.78   62.67   65.00
Self wt.  : M     455.9   396.5   297.4   158.7    62.7    65.9     0.0
(Max)       V       6.0    11.9    17.9    23.9    27.3    27.2    29.3
Self wt.  : M     328.3   285.5   214.1   114.2    45.2    47.4     0.0
(Min)       V       4.3     8.6    12.9    17.2    19.6    19.6    21.1
DL-Prec.  : M     103.2    89.8    67.3    35.9    14.2    14.9     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.2     6.2     6.6
DL-Prec.  : M      74.3    64.6    48.5    25.9    10.2    10.7     0.0
DC(Min)     V       1.0     1.9     2.9     3.9     4.4     4.4     4.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     509.2   442.8   332.1   177.2    70.1    73.6     0.0
Haunch (Max)V       6.7    13.3    20.0    26.7    30.5    30.3    32.7
Deck +    : M     366.6   318.8   239.1   127.6    50.4    53.0     0.0
Haunch (Min)V       4.8     9.6    14.4    19.2    21.9    21.8    23.5
Diaphragm : M       4.0     3.0     2.0     0.9     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.9     2.2     1.4     0.7     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     187.3   162.8   122.2    65.2    25.8    27.1     0.0
DC(Max)     V       2.5     4.9     7.4     9.8    11.2    11.2    12.0
DL-Comp   : M     134.8   117.3    87.9    46.9    18.6    19.5     0.0
DC(Min)     V       1.8     3.5     5.3     7.1     8.1     8.0     8.7
DL-Comp   : M     124.0   107.8    80.9    43.2    17.1    17.9     0.0
DW(Max)     V       1.6     3.3     4.9     6.5     7.4     7.4     8.0
DL-Comp   : M      53.7    46.7    35.1    18.7     7.4     7.8     0.0
DW(Min)     V       0.7     1.4     2.1     2.8     3.2     3.2     3.5
LL + I    : M+   2078.8  1829.2  1404.8   763.1   304.2   319.5     0.0
            V      78.4   109.7   134.2   158.7   173.7   173.2   182.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    90.9   112.7   135.2   158.7   173.7   173.2   182.5
            M    1854.0  1709.3  1343.8   763.1   310.3   325.7     0.0
Total     : M+   3462.4  3031.9  2306.6  1244.2   494.4   519.3     0.0
            V      96.7   146.0   188.6   231.2   256.4   255.6   271.3
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   109.1   149.0   189.6   231.2   256.4   255.6   271.3
            M    3237.7  2912.0  2245.7  1244.2   500.5   525.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.3             29.3
Deck+Haunch            32.7             32.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            6.6              6.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           60.1             60.1
DL-Comp.(DW)           39.8             39.8
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    52.7    50.2   126.9   237.9   317.2   364.7   380.6
(Max)       V      23.4    21.7    21.8    19.1    14.3     9.6     4.8     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    11.9    11.4    28.7    53.9    71.8    82.6    86.2
DC(Max)     V       5.3     4.9     4.9     4.3     3.2     2.2     1.1     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    58.9    56.1   141.8   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    24.4    21.4    16.0    10.7     5.3     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     0.7     1.6     2.4     3.2     4.1
(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    21.7    20.6    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.0     7.9     5.9     3.9     2.0     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    11.9    11.4    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     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   182.6   173.9   428.7   759.1   979.9  1077.2  1020.8
            V     105.8   100.0   100.3    91.1    76.4    59.9    45.2    34.8
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   105.8   100.0   100.3    91.1    76.4    61.7    48.2    37.3
            M       0.0   182.6   173.9   428.7   759.1   935.7   984.2   956.4
Total     : M+      0.0   340.0   323.8   807.8  1469.8  1927.7  2167.6  2159.2
            V     175.7   165.0   165.5   148.2   119.3    88.6    59.6    34.9
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   175.7   165.0   165.5   148.2   119.3    90.3    62.6    37.4
            M       0.0   340.0   323.8   807.8  1469.8  1883.5  2074.5  2094.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.78   62.67   65.00
Self wt.  : M     364.7   317.2   237.9   126.9    50.2    52.7     0.0
(Max)       V       4.8     9.6    14.3    19.1    21.8    21.7    23.4
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      82.6    71.8    53.9    28.7    11.4    11.9     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.9     4.9     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.8    56.1    58.9     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.4    24.3    26.2
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       3.2     2.4     1.6     0.7     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     149.8   130.3    97.7    52.1    20.6    21.7     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.0     8.9     9.6
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      82.7    71.9    53.9    28.8    11.4    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
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+   1077.2   979.9   759.1   428.7   173.9   182.6     0.0
            V      45.2    59.9    76.4    91.1   100.3   100.0   105.8
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    48.2    61.7    76.4    91.1   100.3   100.0   105.8
            M     984.2   935.7   759.1   428.7   173.9   182.6     0.0
Total     : M+   2167.6  1927.7  1469.8   807.8   323.8   340.0     0.0
            V      59.6    88.6   119.3   148.2   165.5   165.0   175.7
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    62.6    90.3   119.3   148.2   165.5   165.0   175.7
            M    2074.5  1883.5  1469.8   807.8   323.8   340.0     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    6.63   13.27   19.90   26.53   33.17
 
Beam-Self
Precast-top    0.111   0.231   0.410   0.537   0.613   0.638 
Bottom        -0.092  -0.192  -0.339  -0.443  -0.504  -0.525 
 
Prestress
Precast-top   -0.187  -0.244  -0.348  -0.451  -0.553  -0.553 
Bottom         1.910   1.956   2.039   2.121   2.202   2.202 
 
Total
Precast-top   -0.076  -0.013   0.062   0.086   0.059   0.085 
Bottom         1.818   1.764   1.700   1.678   1.698   1.677 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.51 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.031  -0.167  -0.160  -0.218  -0.311  -0.404  -0.495  -0.495
Bottom         0.385   1.709   1.644   1.751   1.825   1.898   1.971   1.971
 
Self wt.
Precast-top   -0.000   0.086   0.081   0.206   0.385   0.512   0.587   0.613
Bottom        -0.000  -0.071  -0.068  -0.171  -0.318  -0.422  -0.483  -0.504
 
DL-Prec (DC)
Precast-top   -0.000   0.019   0.018   0.047   0.087   0.116   0.133   0.139
Bottom        -0.000  -0.016  -0.015  -0.039  -0.072  -0.096  -0.109  -0.114
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.003   0.004   0.005   0.007
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.096   0.091   0.230   0.430   0.572   0.656   0.684
Bottom        -0.000  -0.079  -0.076  -0.191  -0.355  -0.471  -0.539  -0.563
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.009   0.022   0.041   0.054   0.062   0.065
Precast-top   -0.000   0.006   0.005   0.014   0.026   0.035   0.040   0.041
Bottom        -0.000  -0.019  -0.018  -0.046  -0.085  -0.113  -0.130  -0.136
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.005   0.012   0.022   0.030   0.034   0.036
Precast-top   -0.000   0.003   0.003   0.008   0.014   0.019   0.022   0.023
Bottom        -0.000  -0.010  -0.010  -0.025  -0.047  -0.063  -0.072  -0.075
 
LL+I(+)
Topping-top   -0.000   0.076   0.072   0.181   0.333   0.433   0.491   0.503
Precast-top   -0.000   0.049   0.046   0.116   0.213   0.277   0.315   0.322
Bottom        -0.000  -0.160  -0.152  -0.381  -0.700  -0.909  -1.030  -1.055
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.090   0.086   0.215   0.396   0.516   0.587   0.603 
Precast-top   -0.031   0.091   0.086   0.402   0.846   1.131   1.262   1.334 
Bottom         0.385   1.353   1.305   0.898   0.245  -0.179  -0.396  -0.481 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.014   0.013   0.034   0.063   0.084   0.096   0.100 
Precast-top   -0.031   0.042   0.040   0.286   0.633   0.853   0.948   1.012 
Bottom         0.385   1.513   1.457   1.279   0.945   0.730   0.633   0.574 
 

 
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    6.63   13.27   19.90   26.53   33.17
 
Beam-Self
Precast-top    0.111   0.231   0.410   0.537   0.613   0.638 
Bottom        -0.092  -0.192  -0.339  -0.443  -0.504  -0.525 
 
Prestress
Precast-top   -0.187  -0.244  -0.348  -0.451  -0.553  -0.553 
Bottom         1.910   1.956   2.039   2.121   2.202   2.202 
 
Total
Precast-top   -0.076  -0.013   0.062   0.086   0.059   0.085 
Bottom         1.818   1.764   1.700   1.678   1.698   1.677 
 
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 = 10.51 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.031  -0.167  -0.160  -0.218  -0.311  -0.404  -0.495  -0.495
Bottom         0.385   1.709   1.644   1.751   1.825   1.898   1.971   1.971
 
Self wt.
Precast-top   -0.000   0.086   0.081   0.206   0.385   0.512   0.587   0.613
Bottom        -0.000  -0.071  -0.068  -0.171  -0.318  -0.422  -0.483  -0.504
 
DL-Prec (DC)
Precast-top   -0.000   0.019   0.018   0.047   0.087   0.116   0.133   0.139
Bottom        -0.000  -0.016  -0.015  -0.039  -0.072  -0.096  -0.109  -0.114
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.003   0.004   0.005   0.007
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.096   0.091   0.230   0.430   0.572   0.656   0.684
Bottom        -0.000  -0.079  -0.076  -0.191  -0.355  -0.471  -0.539  -0.563
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.009   0.022   0.041   0.054   0.062   0.065
Precast-top   -0.000   0.006   0.005   0.014   0.026   0.035   0.040   0.041
Bottom        -0.000  -0.019  -0.018  -0.046  -0.085  -0.113  -0.130  -0.136
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.005   0.012   0.022   0.030   0.034   0.036
Precast-top   -0.000   0.003   0.003   0.008   0.014   0.019   0.022   0.023
Bottom        -0.000  -0.010  -0.010  -0.025  -0.047  -0.063  -0.072  -0.075
 
LL+I(+)
Topping-top   -0.000   0.061   0.058   0.145   0.266   0.346   0.393   0.402
Precast-top   -0.000   0.039   0.037   0.093   0.170   0.222   0.252   0.258
Bottom        -0.000  -0.128  -0.122  -0.305  -0.560  -0.727  -0.824  -0.844
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.075   0.071   0.178   0.329   0.430   0.489   0.503 
Precast-top   -0.031   0.081   0.077   0.379   0.804   1.075   1.199   1.270 
Bottom         0.385   1.385   1.335   0.974   0.385   0.003  -0.191  -0.270 
 

 
 
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    5.97   12.60   19.23   25.87   32.50
F_LL+I(+)
Topping-top   -0.000   0.076   0.072   0.178   0.315   0.406   0.445   0.422
Precast-top   -0.000   0.049   0.046   0.114   0.202   0.260   0.285   0.270
Bottom        -0.000  -0.160  -0.152  -0.375  -0.662  -0.852  -0.934  -0.885
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.083   0.079   0.195   0.346   0.447   0.493   0.472 
Precast-top   -0.015   0.070   0.066   0.257   0.518   0.687   0.759   0.776 
Bottom         0.192   0.597   0.576   0.265  -0.189  -0.487  -0.617  -0.598 
 

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
    271.3    6.5   49.5    0.446   2.0   6.00e-3 50.0    277.8     1.342    2.347      0.08
      0.0    0.4   49.3     41.9 0.156      21.7 0.87    12.00     0.101    1.602 
Transfer:   3.00
    255.6    6.5   49.5    2.011   9.0   1.97e-3 35.9    227.6     0.678    1.760      0.00
    525.5    1.8   48.6    189.0 0.145      47.4 1.94    12.00     0.101    1.701 
Critical:   4.71
    244.1    6.5   49.5    2.210   9.0   0.83e-3 31.9    189.9     0.487    1.320      0.00
    864.5    2.0   48.5    189.0 0.139      72.2 2.96    12.00     0.101    1.778 
0.1L    :   6.63
    231.2    6.5   49.5    2.433   9.0   1.02e-3 32.6    181.6     0.479    0.827      0.00
   1244.2    2.2   48.4    189.0 0.131      66.3 2.72    12.00     0.101    1.512 
0.2L    :  13.27
    189.6    6.5   47.1    3.472   9.0   1.15e-3 33.0    142.3     0.404    0.620      0.00
   2245.7    2.8   45.7    189.0 0.113      59.4 2.58    24.00     0.101    1.360 
0.3L    :  19.90
    149.0    6.5   48.3    3.472   9.0   2.31e-3 37.1    115.0     0.371    0.496      0.00
   2912.0    2.8   46.9    189.0 0.086      41.5 1.76    24.00     0.101    1.235 
0.4L    :  26.53
    109.1    6.5   49.5    3.472   0.0   2.63e-3 38.2     82.2     0.269    0.413      0.00
   3237.7    2.8   48.1    189.0 0.065      39.1 1.61    24.00     0.101    1.364 
0.5L    :  33.17
     70.0    6.5   49.5    3.472   0.0   2.23e-3 36.8     34.2     0.106    0.413      0.00
   3234.2    2.8   48.1    189.0 0.041      43.5 1.80    24.00     0.101    2.269 
0.6L    :  39.80
    109.1    6.5   49.5    3.472   0.0   2.63e-3 38.2     82.2     0.269    0.413      0.00
   3237.7    2.8   48.1    189.0 0.065      39.1 1.61    24.00     0.101    1.364 
0.7L    :  46.43
    149.0    6.5   48.3    3.472   9.0   2.31e-3 37.1    115.0     0.371    0.496      0.00
   2912.0    2.8   46.9    189.0 0.086      41.5 1.76    24.00     0.101    1.235 
0.8L    :  53.06
    189.6    6.5   47.1    3.472   9.0   1.15e-3 33.0    142.3     0.404    0.620      0.00
   2245.7    2.8   45.7    189.0 0.113      59.4 2.58    24.00     0.101    1.360 
0.9L    :  59.70
    231.2    6.5   49.5    2.433   9.0   1.02e-3 32.6    181.6     0.479    0.827      0.00
   1244.2    2.2   48.4    189.0 0.131      66.3 2.72    12.00     0.101    1.512 
Critical:  61.62
    244.1    6.5   49.5    2.210   9.0   0.83e-3 31.9    189.9     0.487    1.320      0.00
    864.5    2.0   48.5    189.0 0.139      72.2 2.96    12.00     0.101    1.778 
Transfer:  63.33
    255.6    6.5   49.5    2.011   9.0   1.97e-3 35.9    227.6     0.678    1.760      0.00
    525.5    1.8   48.6    189.0 0.145      47.4 1.94    12.00     0.101    1.701 
Bearing :  65.67
    271.3    6.5   49.5    0.446   2.0   6.00e-3 50.0    277.8     1.342    2.347      0.08
      0.0    0.4   49.3     41.9 0.156      21.7 0.87    12.00     0.101    1.602 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  680.58
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.36
 
 
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
    271.3      6.11     49.54    0.41       49.33    24.00      0.300      1.287      0.000      0.000*
Transfer:      2.33
    255.6      5.84     49.54    1.85       48.61    24.00      0.300      1.198      0.000      1.760 
Critical:      4.04
    244.1      5.59     49.54    2.03       48.52    24.00      0.300      1.114      0.000      1.320 
0.1L    :      5.97
    231.2      5.31     49.54    2.23       48.42    24.00      0.300      1.019      0.000      0.827 
0.2L    :     12.60
    189.6      4.61     47.12    2.77       45.74    24.00      0.300      0.786      0.000      0.620 
0.3L    :     19.23
    149.0      3.53     48.31    2.77       46.93    24.00      0.300      0.426      0.000      0.496 
0.4L    :     25.87
    109.1      2.52     49.50    2.78       48.11    24.00      0.300      0.090      0.000      0.413 
0.5L    :     32.50
     70.0      1.62     49.50    2.78       48.11    24.00      0.300      0.000      0.000      0.413 
0.6L    :     39.13
    109.1      2.52     49.50    2.78       48.11    24.00      0.300      0.090      0.000      0.413 
0.7L    :     45.77
    149.0      3.53     48.31    2.77       46.93    24.00      0.300      0.426      0.000      0.496 
0.8L    :     52.40
    189.6      4.61     47.12    2.77       45.74    24.00      0.300      0.786      0.000      0.620 
0.9L    :     59.03
    231.2      5.31     49.54    2.23       48.42    24.00      0.300      1.019      0.000      0.827 
Critical:     60.96
    244.1      5.59     49.54    2.03       48.52    24.00      0.300      1.114      0.000      1.320 
Transfer:     62.67
    255.6      5.84     49.54    1.85       48.61    24.00      0.300      1.198      0.000      1.760 
Bearing :     65.00
    271.3      6.11     49.54    0.41       49.33    24.00      0.300      1.287      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.97 ft
Prestress      :       0.345  1.80      0.622  2.20      0.760
Self Wt.       :      -0.118  1.85     -0.218  2.40     -0.283
Deck + Haunch  :                       -0.105  2.30     -0.242
DL-Prec. (DC)  :                       -0.021  3.00     -0.064
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.015  3.00     -0.045
DL-Comp. (DW)  :                       -0.008  3.00     -0.025
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 12.60 ft
Prestress      :       0.623  1.80      1.121  2.20      1.370
Self Wt.       :      -0.222  1.85     -0.411  2.40     -0.533
Deck + Haunch  :                       -0.210  2.30     -0.482
DL-Prec. (DC)  :                       -0.043  3.00     -0.128
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.030  3.00     -0.089
DL-Comp. (DW)  :                       -0.016  3.00     -0.049
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 19.23 ft
Prestress      :       0.824  1.80      1.484  2.20      1.813
Self Wt.       :      -0.303  1.85     -0.561  2.40     -0.727
Deck + Haunch  :                       -0.291  2.30     -0.670
DL-Prec. (DC)  :                       -0.059  3.00     -0.177
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.041  3.00     -0.124
DL-Comp. (DW)  :                       -0.023  3.00     -0.068
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 25.87 ft
Prestress      :       0.945  1.80      1.702  2.20      2.080
Self Wt.       :      -0.354  1.85     -0.654  2.40     -0.849
Deck + Haunch  :                       -0.342  2.30     -0.787
DL-Prec. (DC)  :                       -0.069  3.00     -0.208
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.049  3.00     -0.146
DL-Comp. (DW)  :                       -0.027  3.00     -0.080
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 32.50 ft
Prestress      :       0.988  1.80      1.778  2.20      2.173
Self Wt.       :      -0.371  1.85     -0.687  2.40     -0.891
Deck + Haunch  :                       -0.360  2.30     -0.828
DL-Prec. (DC)  :                       -0.073  3.00     -0.219
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.051  3.00     -0.153
DL-Comp. (DW)  :                       -0.028  3.00     -0.085
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 39.13 ft
Prestress      :       0.945  1.80      1.702  2.20      2.080
Self Wt.       :      -0.354  1.85     -0.654  2.40     -0.849
Deck + Haunch  :                       -0.342  2.30     -0.787
DL-Prec. (DC)  :                       -0.069  3.00     -0.208
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.049  3.00     -0.146
DL-Comp. (DW)  :                       -0.027  3.00     -0.080
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 45.77 ft
Prestress      :       0.824  1.80      1.484  2.20      1.813
Self Wt.       :      -0.303  1.85     -0.561  2.40     -0.727
Deck + Haunch  :                       -0.291  2.30     -0.670
DL-Prec. (DC)  :                       -0.059  3.00     -0.177
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.041  3.00     -0.124
DL-Comp. (DW)  :                       -0.023  3.00     -0.068
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 52.40 ft
Prestress      :       0.623  1.80      1.121  2.20      1.370
Self Wt.       :      -0.222  1.85     -0.411  2.40     -0.533
Deck + Haunch  :                       -0.210  2.30     -0.482
DL-Prec. (DC)  :                       -0.043  3.00     -0.128
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.030  3.00     -0.089
DL-Comp. (DW)  :                       -0.016  3.00     -0.049
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 59.03 ft
Prestress      :       0.345  1.80      0.622  2.20      0.760
Self Wt.       :      -0.118  1.85     -0.218  2.40     -0.283
Deck + Haunch  :                       -0.105  2.30     -0.242
DL-Prec. (DC)  :                       -0.021  3.00     -0.064
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.015  3.00     -0.045
DL-Comp. (DW)  :                       -0.008  3.00     -0.025
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
   519.3    45.3  2.298  266.4    2.2   1.85   2263.3  0.068T 1.00       -       -     -     -  
H/2     :   2.22
   494.4    45.3  2.209  266.5    2.1   1.78   2177.4  0.071T 1.00       -       -     -     -  
0.1L    :   5.97
  1244.2    45.9  2.780  265.7    2.6   2.23   2759.1  0.056T 1.00       -       -     -     -  
0.2L    :  12.60
  2306.6    47.1  3.472  264.8    3.3   2.77   3503.8  0.044T 1.00   3082.5  3067.8    1.14    -  
0.3L    :  19.23
  3031.9    48.3  3.472  264.9    3.3   2.77   3596.5  0.044T 1.00   3087.8  3087.8    1.16    -  
0.4L    :  25.87
  3462.4    49.5  3.472  265.0    3.3   2.78   3689.1  0.044T 1.00   3133.3  3133.3    1.18    -  
0.5L    :  32.50
  3575.1    49.5  3.472  265.0    3.3   2.78   3689.1  0.044T 1.00   3113.3  3113.3    1.18    -  
0.6L    :  39.13
  3462.4    49.5  3.472  265.0    3.3   2.78   3689.1  0.044T 1.00   3133.3  3133.3    1.18    -  
0.7L    :  45.77
  3031.9    48.3  3.472  264.9    3.3   2.77   3596.5  0.044T 1.00   3087.8  3087.8    1.16    -  
0.8L    :  52.40
  2306.6    47.1  3.472  264.8    3.3   2.77   3503.8  0.044T 1.00   3082.5  3067.8    1.14    -  
0.9L    :  59.03
  1244.2    45.9  2.780  265.7    2.6   2.23   2759.1  0.056T 1.00       -       -     -     -  
H/2     :  62.78
   494.4    45.3  2.209  266.5    2.1   1.78   2177.4  0.071T 1.00       -       -     -     -  
Transfer:  62.67
   519.3    45.3  2.298  266.4    2.2   1.85   2263.3  0.068T 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 1-8; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.019
        M   2.00 Fb     0.203
 
  2   2 E  42.00 Ft     0.338
        M   4.00 Fb     0.158
 
  3   2 E   6.00 Ft     0.292
        M   6.00 Fb     0.416
 
  4   2 E   6.00 Ft     0.246
        M   6.00 Fb     0.673
 
  5   2 E   6.00 Ft     0.200
        M   6.00 Fb     0.931
 
  6   2 E   2.00 Ft     0.108
        M   2.00 Fb     1.226
 
  7   2 E   2.00 Ft     0.016
        M   2.00 Fb     1.522
 
  8   2 E   2.00 Ft    -0.076
        M   2.00 Fb     1.818
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 66.33            Release Length, ft: 66.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  16
No. of strands, Draped:   2           No. of strands, Straight:  14
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.04 %               Final losses: 11.09 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       1.818     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.076       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3689.10     3575.12     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   0.603     Midspan    1.800   0.100     Midspan
    Pre.Top:   3.600   1.334     Midspan    2.700   1.012     Midspan
    Pre.Bot:   3.600   1.353    Transfer    2.700   1.513    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.031     Bearing
    Pre.Bot:  -0.465  -0.270     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.776     Midspan
    Pre.Bot:                                                             2.400   0.597    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.988  1.80      1.778  2.20      2.173
Self Wt.       :      -0.371  1.85     -0.687  2.40     -0.891
Deck + Haunch  :                       -0.360  2.30     -0.828
DL-Prec. (DC)  :                       -0.073  3.00     -0.219
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.051  3.00     -0.153
DL-Comp. (DW)  :                       -0.028  3.00     -0.085
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   65.00
     DC  Line       0.087      0.00       0.087   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.330 ft
Release length = 66.330 ft
Design  length = 65.000 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)  : 0.800   (Calculated)    
Live Moment (1  lane  loaded)  : 0.573   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.159   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.927   (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           1459.2 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           479640 in4#
Ht. of c.g.           =        20.74 in             35.76 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 = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     5.97    12.60    19.23    25.87    32.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    695.8    709.9    709.2    709.9    709.9    709.9    709.9    709.9
  Yb      ,  in    20.67    20.41    20.43    20.40    20.37    20.34    20.31    20.31
  MI(Ixx) , in4   179579   181847   181729   182147   182734   183370   184056   184056
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1462.9   1476.0   1475.4   1476.0   1476.0   1476.0   1476.0   1476.0
  Yb      ,  in    35.69    35.44    35.45    35.43    35.42    35.41    35.39    35.39
  MI(Ixx) , in4   482426   492483   491972   493091   494238   495431   496672   496672

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  16 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 26.53 ft from member end )
END PATTERN (Ycg = 8.50 in):
     8 @  2.000 in     6 @  6.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.75 in):
(A) Draped:
     2 @  4.000 in
(B) Straight:
     8 @  2.000 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     =    3.47 in2      Initial Pull          =      680.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.896 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.870 ft
Holddown Force        =  10.082 kips     Beam Shrtng (PL/AE)   =      0.166 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)       
-------------------------------------------------------------------------------------
      1062.033         740 785.905     11.802 47799.160   675.250     419.865        
 
 
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       4.50       0.1250      2.0000     No
      2      US#6[M19]       60.00        0.88       6.00       2.0000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      8.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.1667     15.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.1667     22.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      22.6670     43.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      43.6631     51.1634    Yes
      2      US#5[M16]       60.00        0.62      12.00      51.1634     58.1634    Yes
      2      US#5[M16]       60.00        0.62       9.00      58.1634     61.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      61.1634     61.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      61.8301     64.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      64.3301     66.2051     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 66.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.4720 in2       Ycg =  3.75 in
         P_init    =      680.6 kips  Ecc = 16.99 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.89 ksi  (Eq 5.9.5.2.3a-1) 
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.50 ksi    0.00 ksi
    due to Composite Loads                                 -1.08 ksi    0.00 ksi
    due to Live Loads                                      -4.35 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.20 ksi (Eq 5.9.3.3-1)
                        ------------                    ------------ (fcgp= 1.469 ksi)
Sub-total                  9.89 ksi  ( 5.04 %)            11.66 ksi ( 5.95 %)
Total Prestress Losses                                    21.55 ksi (10.99 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.5 ksi < 0.80 fpy, OK 
 
ES computed using Alternate Eq. C5.9.5.2.3a
 
** 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    52.7    50.2   126.9   237.9   317.2   364.7   380.6
(Max)       V      23.4    21.7    21.8    19.1    14.3     9.6     4.8     0.0
DL-Prec.  : M       0.0     8.9     8.5    21.4    40.2    53.6    61.6    64.3
DC(Max)     V       4.0     3.7     3.7     3.2     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
Deck +    : M       0.0    66.9    63.6   161.0   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.7    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    21.7    20.6    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.0     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9    11.4    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   182.6   173.9   436.1   802.8  1045.3  1188.0  1217.5
            V     119.1   113.1   113.4   103.6    87.6    71.6    51.2    35.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   119.1   113.1   113.4   103.6    88.3    73.5    59.3    45.6
            M       0.0   186.1   177.3   436.1   768.0   976.8  1059.5  1022.7
Total     : M+      0.0   345.3   328.7   827.8  1537.4  2025.3  2315.7  2395.7
            V     191.4   180.1   180.7   162.6   131.9   101.2    66.1    35.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   191.4   180.1   180.7   162.6   132.6   103.2    74.3    45.8
            M       0.0   348.8   332.2   827.8  1502.5  1956.7  2187.3  2200.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.78   62.67   65.00
Self wt.  : M     364.7   317.2   237.9   126.9    50.2    52.7     0.0
(Max)       V       4.8     9.6    14.3    19.1    21.8    21.7    23.4
DL-Prec.  : M      61.6    53.6    40.2    21.4     8.5     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     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
Deck +    : M     462.5   402.2   301.7   161.0    63.6    66.9     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.7    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     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     149.8   130.3    97.7    52.1    20.6    21.7     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.0     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8    11.4    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
LL + I    : M+   1188.0  1045.3   802.8   436.1   173.9   182.6     0.0
            V      51.2    71.6    87.6   103.6   113.4   113.1   119.1
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    59.3    73.5    88.3   103.6   113.4   113.1   119.1
            M    1059.5   976.8   768.0   436.1   177.3   186.1     0.0
Total     : M+   2315.7  2025.3  1537.4   827.8   328.7   345.3     0.0
            V      66.1   101.2   131.9   162.6   180.7   180.1   191.4
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    74.3   103.2   132.6   162.6   180.7   180.1   191.4
            M    2187.3  1956.7  1502.5   827.8   332.2   348.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               23.4             23.4
Deck+Haunch            29.7             29.7
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.0              4.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           48.1             48.1
DL-Comp.(DW)           26.5             26.5
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
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, 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    52.7    50.2   126.9   237.9   317.2   364.7   380.6
(Max)       V      23.4    21.7    21.8    19.1    14.3     9.6     4.8     0.0
DL-Prec.  : M       0.0     8.9     8.5    21.4    40.2    53.6    61.6    64.3
DC(Max)     V       4.0     3.7     3.7     3.2     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
Deck +    : M       0.0    66.9    63.6   161.0   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.7    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    21.7    20.6    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.0     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9    11.4    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   146.1   139.1   348.9   642.2   836.3   950.4   974.0
            V      95.3    90.4    90.7    82.9    70.1    57.3    41.0    28.1
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    95.3    90.4    90.7    82.9    70.6    58.8    47.5    36.5
            M       0.0   148.9   141.9   348.9   614.4   781.4   847.6   818.2
Total     : M+      0.0   308.7   293.9   740.6  1376.8  1816.2  2078.1  2152.2
            V     167.6   157.5   158.0   141.9   114.4    86.9    55.9    28.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   167.6   157.5   158.0   141.9   114.9    88.5    62.4    36.7
            M       0.0   311.6   296.7   740.6  1348.9  1761.4  1975.4  1996.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.78   62.67   65.00
Self wt.  : M     364.7   317.2   237.9   126.9    50.2    52.7     0.0
(Max)       V       4.8     9.6    14.3    19.1    21.8    21.7    23.4
DL-Prec.  : M      61.6    53.6    40.2    21.4     8.5     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     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
Deck +    : M     462.5   402.2   301.7   161.0    63.6    66.9     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.7    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     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     149.8   130.3    97.7    52.1    20.6    21.7     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.0     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8    11.4    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
LL + I    : M+    950.4   836.3   642.2   348.9   139.1   146.1     0.0
            V      41.0    57.3    70.1    82.9    90.7    90.4    95.3
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    47.5    58.8    70.6    82.9    90.7    90.4    95.3
            M     847.6   781.4   614.4   348.9   141.9   148.9     0.0
Total     : M+   2078.1  1816.2  1376.8   740.6   293.9   308.7     0.0
            V      55.9    86.9   114.4   141.9   158.0   157.5   167.6
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    62.4    88.5   114.9   141.9   158.0   157.5   167.6
            M    1975.4  1761.4  1348.9   740.6   296.7   311.6     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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    65.9    62.7   158.7   297.4   396.5   455.9   475.7
(Max)       V      29.3    27.2    27.3    23.9    17.9    11.9     6.0     0.0
Self wt.  : M       0.0    47.4    45.2   114.2   214.1   285.5   328.3   342.5
(Min)       V      21.1    19.6    19.6    17.2    12.9     8.6     4.3     0.0
DL-Prec.  : M       0.0    11.1    10.6    26.8    50.2    67.0    77.0    80.4
DC(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     8.0     7.6    19.3    36.2    48.2    55.4    57.9
DC(Min)     V       3.6     3.3     3.3     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    83.6    79.6   201.2   377.1   502.7   578.1   603.3
Haunch (Max)V      37.1    34.5    34.6    30.3    22.7    15.2     7.6     0.0
Deck +    : M       0.0    60.2    57.3   144.9   271.5   362.0   416.2   434.3
Haunch (Min)V      26.7    24.8    24.9    21.8    16.4    10.9     5.5     0.0
Diaphragm : M       0.0     0.7     0.7     1.9     3.9     6.0     8.1    10.2
(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     1.3     2.8     4.3     5.8     7.3
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    27.1    25.8    65.2   122.2   162.8   187.3   195.4
DC(Max)     V      12.0    11.2    11.2     9.8     7.4     4.9     2.5     0.0
DL-Comp   : M       0.0    19.5    18.6    46.9    87.9   117.3   134.8   140.7
DC(Min)     V       8.7     8.0     8.1     7.1     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    17.9    17.1    43.2    80.9   107.8   124.0   129.4
DW(Max)     V       8.0     7.4     7.4     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0     7.8     7.4    18.7    35.1    46.7    53.7    56.1
DW(Min)     V       3.5     3.2     3.2     2.8     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   319.5   304.3   763.1  1404.9  1829.3  2078.9  2130.7
            V     208.5   197.8   198.4   181.3   153.3   125.3    89.6    61.6
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   208.5   197.8   198.4   181.3   154.5   128.7   103.8    79.8
            M       0.0   325.7   310.3   763.1  1343.9  1709.4  1854.2  1789.7
Total     : M+      0.0   525.9   500.7  1260.0  2336.6  3072.2  3509.3  3624.9
            V     300.1   282.9   283.8   256.2   209.5   162.9   108.6    61.9
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   300.1   282.9   283.8   256.2   210.7   166.3   122.8    80.1
            M       0.0   532.0   506.7  1260.0  2275.6  2952.3  3284.6  3284.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.78   62.67   65.00
Self wt.  : M     455.9   396.5   297.4   158.7    62.7    65.9     0.0
(Max)       V       6.0    11.9    17.9    23.9    27.3    27.2    29.3
Self wt.  : M     328.3   285.5   214.1   114.2    45.2    47.4     0.0
(Min)       V       4.3     8.6    12.9    17.2    19.6    19.6    21.1
DL-Prec.  : M      77.0    67.0    50.2    26.8    10.6    11.1     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
DL-Prec.  : M      55.4    48.2    36.2    19.3     7.6     8.0     0.0
DC(Min)     V       0.7     1.5     2.2     2.9     3.3     3.3     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     578.1   502.7   377.1   201.2    79.6    83.6     0.0
Haunch (Max)V       7.6    15.2    22.7    30.3    34.6    34.5    37.1
Deck +    : M     416.2   362.0   271.5   144.9    57.3    60.2     0.0
Haunch (Min)V       5.5    10.9    16.4    21.8    24.9    24.8    26.7
Diaphragm : M       8.1     6.0     3.9     1.9     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       5.8     4.3     2.8     1.3     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     187.3   162.8   122.2    65.2    25.8    27.1     0.0
DC(Max)     V       2.5     4.9     7.4     9.8    11.2    11.2    12.0
DL-Comp   : M     134.8   117.3    87.9    46.9    18.6    19.5     0.0
DC(Min)     V       1.8     3.5     5.3     7.1     8.1     8.0     8.7
DL-Comp   : M     124.0   107.8    80.9    43.2    17.1    17.9     0.0
DW(Max)     V       1.6     3.3     4.9     6.5     7.4     7.4     8.0
DL-Comp   : M      53.7    46.7    35.1    18.7     7.4     7.8     0.0
DW(Min)     V       0.7     1.4     2.1     2.8     3.2     3.2     3.5
LL + I    : M+   2078.9  1829.3  1404.9   763.1   304.3   319.5     0.0
            V      89.6   125.3   153.3   181.3   198.4   197.8   208.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   103.8   128.7   154.5   181.3   198.4   197.8   208.5
            M    1854.2  1709.4  1343.9   763.1   310.3   325.7     0.0
Total     : M+   3509.3  3072.2  2336.6  1260.0   500.7   525.9     0.0
            V     108.6   162.9   209.5   256.2   283.8   282.9   300.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   122.8   166.3   210.7   256.2   283.8   282.9   300.1
            M    3284.6  2952.3  2275.6  1260.0   506.7   532.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.3             29.3
Deck+Haunch            37.1             37.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           60.1             60.1
DL-Comp.(DW)           39.8             39.8
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    52.7    50.2   126.9   237.9   317.2   364.7   380.6
(Max)       V      23.4    21.7    21.8    19.1    14.3     9.6     4.8     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     8.9     8.5    21.4    40.2    53.6    61.6    64.3
DC(Max)     V       4.0     3.7     3.7     3.2     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
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    66.9    63.6   161.0   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.7    24.2    18.2    12.1     6.1     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     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    21.7    20.6    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.0     7.9     5.9     3.9     2.0     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    11.9    11.4    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     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   130.7   124.5   306.8   543.3   701.3   770.9   730.5
            V      96.7    91.4    91.7    83.2    69.8    54.8    41.3    31.8
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    96.7    91.4    91.7    83.2    69.8    56.4    44.1    34.1
            M       0.0   130.7   124.5   306.8   543.3   669.7   704.3   684.4
Total     : M+      0.0   293.3   279.3   698.6  1277.8  1681.2  1898.7  1908.7
            V     168.9   158.5   159.0   142.3   114.1    84.4    56.3    32.0
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   168.9   158.5   159.0   142.3   114.1    86.0    59.0    34.3
            M       0.0   293.3   279.3   698.6  1277.8  1649.6  1832.1  1862.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.78   62.67   65.00
Self wt.  : M     364.7   317.2   237.9   126.9    50.2    52.7     0.0
(Max)       V       4.8     9.6    14.3    19.1    21.8    21.7    23.4
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      61.6    53.6    40.2    21.4     8.5     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     462.5   402.2   301.7   161.0    63.6    66.9     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.7    27.6    29.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       6.5     4.8     3.2     1.5     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     149.8   130.3    97.7    52.1    20.6    21.7     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.0     8.9     9.6
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      82.7    71.9    53.9    28.8    11.4    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
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+    770.9   701.3   543.3   306.8   124.5   130.7     0.0
            V      41.3    54.8    69.8    83.2    91.7    91.4    96.7
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    44.1    56.4    69.8    83.2    91.7    91.4    96.7
            M     704.3   669.7   543.3   306.8   124.5   130.7     0.0
Total     : M+   1898.7  1681.2  1277.8   698.6   279.3   293.3     0.0
            V      56.3    84.4   114.1   142.3   159.0   158.5   168.9
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    59.0    86.0   114.1   142.3   159.0   158.5   168.9
            M    1832.1  1649.6  1277.8   698.6   279.3   293.3     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17
 
Beam-Self
Precast-top    0.111   0.231   0.410   0.537   0.613   0.638 
Bottom        -0.092  -0.192  -0.339  -0.443  -0.504  -0.525 
 
Prestress
Precast-top   -0.187  -0.244  -0.348  -0.451  -0.553  -0.553 
Bottom         1.910   1.956   2.039   2.121   2.202   2.202 
 
Total
Precast-top   -0.076  -0.013   0.062   0.086   0.059   0.085 
Bottom         1.818   1.764   1.700   1.678   1.698   1.677 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.51 %)
             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    5.97   12.60   19.23   25.87   32.50
 
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   0.013   0.012   0.031   0.057   0.076   0.088   0.092 
Precast-top   -0.031   0.050   0.047   0.304   0.667   0.899   1.000   1.068 
Bottom         0.385   1.506   1.451   1.263   0.915   0.690   0.586   0.524 
 

 
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    6.63   13.27   19.90   26.53   33.17
 
Beam-Self
Precast-top    0.111   0.231   0.410   0.537   0.613   0.638 
Bottom        -0.092  -0.192  -0.339  -0.443  -0.504  -0.525 
 
Prestress
Precast-top   -0.187  -0.244  -0.348  -0.451  -0.553  -0.553 
Bottom         1.910   1.956   2.039   2.121   2.202   2.202 
 
Total
Precast-top   -0.076  -0.013   0.062   0.086   0.059   0.085 
Bottom         1.818   1.764   1.700   1.678   1.698   1.677 
 
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 = 10.51 %)
             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    5.97   12.60   19.23   25.87   32.50
 
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    5.97   12.60   19.23   25.87   32.50
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   0.056   0.053   0.132   0.234   0.303   0.335   0.321 
Precast-top   -0.015   0.055   0.053   0.224   0.460   0.612   0.679   0.703 
Bottom         0.192   0.640   0.618   0.367  -0.010  -0.256  -0.366  -0.362 
 

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
    300.1    6.5   49.5    0.445   2.0   6.00e-3 50.0    309.8     1.496    2.347      0.31
      0.0    0.4   49.4     41.9 0.172      21.7 0.87    12.00     0.101    1.449 
Transfer:   3.00
    282.9    6.5   49.5    2.006   9.0   2.95e-3 39.3    268.7     0.903    1.760      0.00
    532.0    1.6   48.7    189.0 0.161      36.7 1.49    12.00     0.101    1.540 
Critical:   4.72
    270.2    6.5   49.5    2.207   9.0   1.67e-3 34.9    239.1     0.685    1.320      0.00
    877.3    1.8   48.6    189.0 0.153      52.1 2.13    12.00     0.101    1.610 
0.1L    :   6.63
    256.2    6.5   49.5    2.428   9.0   1.44e-3 34.0    219.2     0.610    0.827      0.00
   1260.0    2.0   48.6    189.0 0.146      56.4 2.31    12.00     0.101    1.273 
0.2L    :  13.27
    210.7    6.5   47.1    3.472   9.0   1.42e-3 34.0    171.3     0.503    0.620      0.00
   2275.6    2.4   45.9    189.0 0.126      53.7 2.33    12.00     0.101    1.171 
0.3L    :  19.90
    166.3    6.5   48.3    3.472   9.0   2.56e-3 38.0    136.8     0.453    0.496      0.00
   2952.3    2.4   47.1    189.0 0.096      39.0 1.64    24.00     0.101    1.070 
0.4L    :  26.53
    122.8    6.5   49.5    3.472   0.0   2.86e-3 39.0     99.3     0.333    0.413      0.00
   3284.6    2.4   48.3    189.0 0.072      37.1 1.53    24.00     0.101    1.175 
0.5L    :  33.17
     80.1    6.5   49.5    3.472   0.0   2.43e-3 37.5     47.6     0.151    0.413      0.00
   3284.0    2.4   48.3    189.0 0.047      41.4 1.70    24.00     0.101    1.927 
0.6L    :  39.80
    122.8    6.5   49.5    3.472   0.0   2.86e-3 39.0     99.3     0.333    0.413      0.00
   3284.6    2.4   48.3    189.0 0.072      37.1 1.53    24.00     0.101    1.175 
0.7L    :  46.43
    166.3    6.5   48.3    3.472   9.0   2.56e-3 38.0    136.8     0.453    0.496      0.00
   2952.3    2.4   47.1    189.0 0.096      39.0 1.64    24.00     0.101    1.070 
0.8L    :  53.06
    210.7    6.5   47.1    3.472   9.0   1.42e-3 34.0    171.3     0.503    0.620      0.00
   2275.6    2.4   45.9    189.0 0.126      53.7 2.33    12.00     0.101    1.171 
0.9L    :  59.70
    256.2    6.5   49.5    2.428   9.0   1.44e-3 34.0    219.2     0.610    0.827      0.00
   1260.0    2.0   48.6    189.0 0.146      56.4 2.31    12.00     0.101    1.273 
Critical:  61.61
    270.2    6.5   49.5    2.207   9.0   1.67e-3 34.9    239.1     0.685    1.320      0.00
    877.3    1.8   48.6    189.0 0.153      52.1 2.13    12.00     0.101    1.610 
Transfer:  63.33
    282.9    6.5   49.5    2.006   9.0   2.95e-3 39.3    268.7     0.903    1.760      0.00
    532.0    1.6   48.7    189.0 0.161      36.7 1.49    12.00     0.101    1.540 
Bearing :  65.67
    300.1    6.5   49.5    0.445   2.0   6.00e-3 50.0    309.8     1.496    2.347      0.31
      0.0    0.4   49.4     41.9 0.172      21.7 0.87    12.00     0.101    1.449 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  680.58
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.36
 
 
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
    300.1      6.76     49.54    0.36       49.35    24.00      0.300      1.502      0.000      0.000*
Transfer:      2.33
    282.9      6.45     49.54    1.62       48.73    24.00      0.300      1.401      0.000      1.760 
Critical:      4.05
    270.3      6.17     49.54    1.78       48.65    24.00      0.300      1.308      0.000      1.320 
0.1L    :      5.97
    256.2      5.86     49.54    1.96       48.56    24.00      0.300      1.204      0.000      0.827 
0.2L    :     12.60
    210.7      5.10     47.12    2.44       45.90    24.00      0.300      0.950      0.000      0.620 
0.3L    :     19.23
    166.3      3.92     48.31    2.44       47.09    24.00      0.300      0.558      0.000      0.496 
0.4L    :     25.87
    122.8      2.83     49.50    2.44       48.28    24.00      0.300      0.192      0.000      0.413 
0.5L    :     32.50
     80.1      1.84     49.50    2.44       48.28    24.00      0.300      0.000      0.000      0.413 
0.6L    :     39.13
    122.8      2.83     49.50    2.44       48.28    24.00      0.300      0.192      0.000      0.413 
0.7L    :     45.77
    166.3      3.92     48.31    2.44       47.09    24.00      0.300      0.558      0.000      0.496 
0.8L    :     52.40
    210.7      5.10     47.12    2.44       45.90    24.00      0.300      0.950      0.000      0.620 
0.9L    :     59.03
    256.2      5.86     49.54    1.96       48.56    24.00      0.300      1.204      0.000      0.827 
Critical:     60.95
    270.3      6.17     49.54    1.78       48.65    24.00      0.300      1.308      0.000      1.320 
Transfer:     62.67
    282.9      6.45     49.54    1.62       48.73    24.00      0.300      1.401      0.000      1.760 
Bearing :     65.00
    300.1      6.76     49.54    0.36       49.35    24.00      0.300      1.502      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.97 ft
Prestress      :       0.345  1.80      0.622  2.20      0.760
Self Wt.       :      -0.118  1.85     -0.218  2.40     -0.283
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          :       0.228            0.404            0.477
 
At 0.2 x L = 12.60 ft
Prestress      :       0.623  1.80      1.121  2.20      1.370
Self Wt.       :      -0.222  1.85     -0.411  2.40     -0.533
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          :       0.401            0.710            0.837
 
At 0.3 x L = 19.23 ft
Prestress      :       0.824  1.80      1.484  2.20      1.813
Self Wt.       :      -0.303  1.85     -0.561  2.40     -0.727
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          :       0.521            0.923            1.086
 
At 0.4 x L = 25.87 ft
Prestress      :       0.945  1.80      1.702  2.20      2.080
Self Wt.       :      -0.354  1.85     -0.654  2.40     -0.849
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          :       0.592            1.047            1.231
 
At 0.5 x L = 32.50 ft
Prestress      :       0.988  1.80      1.778  2.20      2.173
Self Wt.       :      -0.371  1.85     -0.687  2.40     -0.891
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          :       0.616            1.091            1.281
 
At 0.6 x L = 39.13 ft
Prestress      :       0.945  1.80      1.702  2.20      2.080
Self Wt.       :      -0.354  1.85     -0.654  2.40     -0.849
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          :       0.592            1.047            1.231
 
At 0.7 x L = 45.77 ft
Prestress      :       0.824  1.80      1.484  2.20      1.813
Self Wt.       :      -0.303  1.85     -0.561  2.40     -0.727
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          :       0.521            0.923            1.086
 
At 0.8 x L = 52.40 ft
Prestress      :       0.623  1.80      1.121  2.20      1.370
Self Wt.       :      -0.222  1.85     -0.411  2.40     -0.533
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          :       0.401            0.710            0.837
 
At 0.9 x L = 59.03 ft
Prestress      :       0.345  1.80      0.622  2.20      0.760
Self Wt.       :      -0.118  1.85     -0.218  2.40     -0.283
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          :       0.228            0.404            0.477
 

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
   525.9    45.3  2.293  266.8    1.9   1.62   2267.7  0.078T 1.00       -       -     -     -  
H/2     :   2.22
   500.7    45.3  2.204  266.9    1.8   1.56   2181.3  0.081T 1.00       -       -     -     -  
0.1L    :   5.97
  1260.0    45.9  2.775  266.2    2.3   1.96   2767.3  0.064T 1.00       -       -     -     -  
0.2L    :  12.60
  2336.6    47.1  3.472  265.4    2.9   2.44   3524.8  0.051T 1.00    770.0   770.0    4.58    -  
0.3L    :  19.23
  3072.2    48.3  3.472  265.5    2.9   2.44   3617.5  0.051T 1.00    667.5   667.5    5.42    -  
0.4L    :  25.87
  3509.3    49.5  3.472  265.6    2.9   2.44   3710.2  0.050T 1.00    609.1   609.1    6.09    -  
0.5L    :  32.50
  3624.9    49.5  3.472  265.6    2.9   2.44   3710.2  0.050T 1.00    587.0   587.0    6.32    -  
0.6L    :  39.13
  3509.3    49.5  3.472  265.6    2.9   2.44   3710.2  0.050T 1.00    609.1   609.1    6.09    -  
0.7L    :  45.77
  3072.2    48.3  3.472  265.5    2.9   2.44   3617.5  0.051T 1.00    667.5   667.5    5.42    -  
0.8L    :  52.40
  2336.6    47.1  3.472  265.4    2.9   2.44   3524.8  0.051T 1.00    770.0   770.0    4.58    -  
0.9L    :  59.03
  1260.0    45.9  2.775  266.2    2.3   1.96   2767.3  0.064T 1.00       -       -     -     -  
H/2     :  62.78
   500.7    45.3  2.204  266.9    1.8   1.56   2181.3  0.081T 1.00       -       -     -     -  
Transfer:  62.67
   525.9    45.3  2.293  266.8    1.9   1.62   2267.7  0.078T 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 1-8; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.019
        M   2.00 Fb     0.203
 
  2   2 E  42.00 Ft     0.338
        M   4.00 Fb     0.158
 
  3   2 E   6.00 Ft     0.292
        M   6.00 Fb     0.416
 
  4   2 E   6.00 Ft     0.246
        M   6.00 Fb     0.673
 
  5   2 E   6.00 Ft     0.200
        M   6.00 Fb     0.931
 
  6   2 E   2.00 Ft     0.108
        M   2.00 Fb     1.226
 
  7   2 E   2.00 Ft     0.016
        M   2.00 Fb     1.522
 
  8   2 E   2.00 Ft    -0.076
        M   2.00 Fb     1.818
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 66.33            Release Length, ft: 66.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  16
No. of strands, Draped:   2           No. of strands, Straight:  14
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.04 %               Final losses: 10.99 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       1.818     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.076       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3710.17     3624.94     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.092     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   1.068     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.506    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.703     Midspan
    Pre.Bot:                                                             2.400   0.640    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.988  1.80      1.778  2.20      2.173
Self Wt.       :      -0.371  1.85     -0.687  2.40     -0.891
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          :       0.616            1.091            1.281
 
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   65.00
     DC  Line       0.087      0.00       0.087   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.330 ft
Release length = 66.330 ft
Design  length = 65.000 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)  : 0.800   (Calculated)    
Live Moment (1  lane  loaded)  : 0.573   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.159   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.927   (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           1459.2 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           479640 in4#
Ht. of c.g.           =        20.74 in             35.76 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 = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     5.97    12.60    19.23    25.87    32.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    695.8    709.9    709.2    709.9    709.9    709.9    709.9    709.9
  Yb      ,  in    20.67    20.41    20.43    20.40    20.37    20.34    20.31    20.31
  MI(Ixx) , in4   179579   181847   181729   182147   182734   183370   184056   184056
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1462.9   1476.0   1475.4   1476.0   1476.0   1476.0   1476.0   1476.0
  Yb      ,  in    35.69    35.44    35.45    35.43    35.42    35.41    35.39    35.39
  MI(Ixx) , in4   482426   492483   491972   493091   494238   495431   496672   496672

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  16 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 26.53 ft from member end )
END PATTERN (Ycg = 8.50 in):
     8 @  2.000 in     6 @  6.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.75 in):
(A) Draped:
     2 @  4.000 in
(B) Straight:
     8 @  2.000 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     =    3.47 in2      Initial Pull          =      680.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.896 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.870 ft
Holddown Force        =  10.082 kips     Beam Shrtng (PL/AE)   =      0.166 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)       
-------------------------------------------------------------------------------------
      1062.033         740 785.905     11.802 47799.160   675.250     419.865        
 
 
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       4.50       0.1250      2.0000     No
      2      US#6[M19]       60.00        0.88       6.00       2.0000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      8.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.1667     15.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.1667     22.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      22.6670     43.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      43.6631     51.1634    Yes
      2      US#5[M16]       60.00        0.62      12.00      51.1634     58.1634    Yes
      2      US#5[M16]       60.00        0.62       9.00      58.1634     61.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      61.1634     61.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      61.8301     64.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      64.3301     66.2051     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 66.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.4720 in2       Ycg =  3.75 in
         P_init    =      680.6 kips  Ecc = 16.99 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.89 ksi  (Eq 5.9.5.2.3a-1) 
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.50 ksi    0.00 ksi
    due to Composite Loads                                 -1.08 ksi    0.00 ksi
    due to Live Loads                                      -4.35 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.20 ksi (Eq 5.9.3.3-1)
                        ------------                    ------------ (fcgp= 1.469 ksi)
Sub-total                  9.89 ksi  ( 5.04 %)            11.66 ksi ( 5.95 %)
Total Prestress Losses                                    21.55 ksi (10.99 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.5 ksi < 0.80 fpy, OK 
 
ES computed using Alternate Eq. C5.9.5.2.3a
 
** 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    52.7    50.2   126.9   237.9   317.2   364.7   380.6
(Max)       V      23.4    21.7    21.8    19.1    14.3     9.6     4.8     0.0
DL-Prec.  : M       0.0     8.9     8.5    21.4    40.2    53.6    61.6    64.3
DC(Max)     V       4.0     3.7     3.7     3.2     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
Deck +    : M       0.0    66.9    63.6   161.0   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.7    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    21.7    20.6    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.0     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9    11.4    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   182.6   173.9   436.1   802.8  1045.3  1188.0  1217.5
            V     119.1   113.1   113.4   103.6    87.6    71.6    51.2    35.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   119.1   113.1   113.4   103.6    88.3    73.5    59.3    45.6
            M       0.0   186.1   177.3   436.1   768.0   976.8  1059.5  1022.7
Total     : M+      0.0   345.3   328.7   827.8  1537.4  2025.3  2315.7  2395.7
            V     191.4   180.1   180.7   162.6   131.9   101.2    66.1    35.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   191.4   180.1   180.7   162.6   132.6   103.2    74.3    45.8
            M       0.0   348.8   332.2   827.8  1502.5  1956.7  2187.3  2200.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.78   62.67   65.00
Self wt.  : M     364.7   317.2   237.9   126.9    50.2    52.7     0.0
(Max)       V       4.8     9.6    14.3    19.1    21.8    21.7    23.4
DL-Prec.  : M      61.6    53.6    40.2    21.4     8.5     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     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
Deck +    : M     462.5   402.2   301.7   161.0    63.6    66.9     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.7    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     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     149.8   130.3    97.7    52.1    20.6    21.7     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.0     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8    11.4    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
LL + I    : M+   1188.0  1045.3   802.8   436.1   173.9   182.6     0.0
            V      51.2    71.6    87.6   103.6   113.4   113.1   119.1
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    59.3    73.5    88.3   103.6   113.4   113.1   119.1
            M    1059.5   976.8   768.0   436.1   177.3   186.1     0.0
Total     : M+   2315.7  2025.3  1537.4   827.8   328.7   345.3     0.0
            V      66.1   101.2   131.9   162.6   180.7   180.1   191.4
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    74.3   103.2   132.6   162.6   180.7   180.1   191.4
            M    2187.3  1956.7  1502.5   827.8   332.2   348.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               23.4             23.4
Deck+Haunch            29.7             29.7
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.0              4.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           48.1             48.1
DL-Comp.(DW)           26.5             26.5
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
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, 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    52.7    50.2   126.9   237.9   317.2   364.7   380.6
(Max)       V      23.4    21.7    21.8    19.1    14.3     9.6     4.8     0.0
DL-Prec.  : M       0.0     8.9     8.5    21.4    40.2    53.6    61.6    64.3
DC(Max)     V       4.0     3.7     3.7     3.2     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
Deck +    : M       0.0    66.9    63.6   161.0   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.7    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    21.7    20.6    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.0     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9    11.4    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   146.1   139.1   348.9   642.2   836.3   950.4   974.0
            V      95.3    90.4    90.7    82.9    70.1    57.3    41.0    28.1
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    95.3    90.4    90.7    82.9    70.6    58.8    47.5    36.5
            M       0.0   148.9   141.9   348.9   614.4   781.4   847.6   818.2
Total     : M+      0.0   308.7   293.9   740.6  1376.8  1816.2  2078.1  2152.2
            V     167.6   157.5   158.0   141.9   114.4    86.9    55.9    28.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   167.6   157.5   158.0   141.9   114.9    88.5    62.4    36.7
            M       0.0   311.6   296.7   740.6  1348.9  1761.4  1975.4  1996.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.78   62.67   65.00
Self wt.  : M     364.7   317.2   237.9   126.9    50.2    52.7     0.0
(Max)       V       4.8     9.6    14.3    19.1    21.8    21.7    23.4
DL-Prec.  : M      61.6    53.6    40.2    21.4     8.5     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     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
Deck +    : M     462.5   402.2   301.7   161.0    63.6    66.9     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.7    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     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     149.8   130.3    97.7    52.1    20.6    21.7     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.0     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8    11.4    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
LL + I    : M+    950.4   836.3   642.2   348.9   139.1   146.1     0.0
            V      41.0    57.3    70.1    82.9    90.7    90.4    95.3
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    47.5    58.8    70.6    82.9    90.7    90.4    95.3
            M     847.6   781.4   614.4   348.9   141.9   148.9     0.0
Total     : M+   2078.1  1816.2  1376.8   740.6   293.9   308.7     0.0
            V      55.9    86.9   114.4   141.9   158.0   157.5   167.6
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    62.4    88.5   114.9   141.9   158.0   157.5   167.6
            M    1975.4  1761.4  1348.9   740.6   296.7   311.6     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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    65.9    62.7   158.7   297.4   396.5   455.9   475.7
(Max)       V      29.3    27.2    27.3    23.9    17.9    11.9     6.0     0.0
Self wt.  : M       0.0    47.4    45.2   114.2   214.1   285.5   328.3   342.5
(Min)       V      21.1    19.6    19.6    17.2    12.9     8.6     4.3     0.0
DL-Prec.  : M       0.0    11.1    10.6    26.8    50.2    67.0    77.0    80.4
DC(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     8.0     7.6    19.3    36.2    48.2    55.4    57.9
DC(Min)     V       3.6     3.3     3.3     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    83.6    79.6   201.2   377.1   502.7   578.1   603.3
Haunch (Max)V      37.1    34.5    34.6    30.3    22.7    15.2     7.6     0.0
Deck +    : M       0.0    60.2    57.3   144.9   271.5   362.0   416.2   434.3
Haunch (Min)V      26.7    24.8    24.9    21.8    16.4    10.9     5.5     0.0
Diaphragm : M       0.0     0.7     0.7     1.9     3.9     6.0     8.1    10.2
(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     1.3     2.8     4.3     5.8     7.3
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    27.1    25.8    65.2   122.2   162.8   187.3   195.4
DC(Max)     V      12.0    11.2    11.2     9.8     7.4     4.9     2.5     0.0
DL-Comp   : M       0.0    19.5    18.6    46.9    87.9   117.3   134.8   140.7
DC(Min)     V       8.7     8.0     8.1     7.1     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    17.9    17.1    43.2    80.9   107.8   124.0   129.4
DW(Max)     V       8.0     7.4     7.4     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0     7.8     7.4    18.7    35.1    46.7    53.7    56.1
DW(Min)     V       3.5     3.2     3.2     2.8     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   319.5   304.3   763.1  1404.9  1829.3  2078.9  2130.7
            V     208.5   197.8   198.4   181.3   153.3   125.3    89.6    61.6
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   208.5   197.8   198.4   181.3   154.5   128.7   103.8    79.8
            M       0.0   325.7   310.3   763.1  1343.9  1709.4  1854.2  1789.7
Total     : M+      0.0   525.9   500.7  1260.0  2336.6  3072.2  3509.3  3624.9
            V     300.1   282.9   283.8   256.2   209.5   162.9   108.6    61.9
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   300.1   282.9   283.8   256.2   210.7   166.3   122.8    80.1
            M       0.0   532.0   506.7  1260.0  2275.6  2952.3  3284.6  3284.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.78   62.67   65.00
Self wt.  : M     455.9   396.5   297.4   158.7    62.7    65.9     0.0
(Max)       V       6.0    11.9    17.9    23.9    27.3    27.2    29.3
Self wt.  : M     328.3   285.5   214.1   114.2    45.2    47.4     0.0
(Min)       V       4.3     8.6    12.9    17.2    19.6    19.6    21.1
DL-Prec.  : M      77.0    67.0    50.2    26.8    10.6    11.1     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
DL-Prec.  : M      55.4    48.2    36.2    19.3     7.6     8.0     0.0
DC(Min)     V       0.7     1.5     2.2     2.9     3.3     3.3     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     578.1   502.7   377.1   201.2    79.6    83.6     0.0
Haunch (Max)V       7.6    15.2    22.7    30.3    34.6    34.5    37.1
Deck +    : M     416.2   362.0   271.5   144.9    57.3    60.2     0.0
Haunch (Min)V       5.5    10.9    16.4    21.8    24.9    24.8    26.7
Diaphragm : M       8.1     6.0     3.9     1.9     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       5.8     4.3     2.8     1.3     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     187.3   162.8   122.2    65.2    25.8    27.1     0.0
DC(Max)     V       2.5     4.9     7.4     9.8    11.2    11.2    12.0
DL-Comp   : M     134.8   117.3    87.9    46.9    18.6    19.5     0.0
DC(Min)     V       1.8     3.5     5.3     7.1     8.1     8.0     8.7
DL-Comp   : M     124.0   107.8    80.9    43.2    17.1    17.9     0.0
DW(Max)     V       1.6     3.3     4.9     6.5     7.4     7.4     8.0
DL-Comp   : M      53.7    46.7    35.1    18.7     7.4     7.8     0.0
DW(Min)     V       0.7     1.4     2.1     2.8     3.2     3.2     3.5
LL + I    : M+   2078.9  1829.3  1404.9   763.1   304.3   319.5     0.0
            V      89.6   125.3   153.3   181.3   198.4   197.8   208.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   103.8   128.7   154.5   181.3   198.4   197.8   208.5
            M    1854.2  1709.4  1343.9   763.1   310.3   325.7     0.0
Total     : M+   3509.3  3072.2  2336.6  1260.0   500.7   525.9     0.0
            V     108.6   162.9   209.5   256.2   283.8   282.9   300.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   122.8   166.3   210.7   256.2   283.8   282.9   300.1
            M    3284.6  2952.3  2275.6  1260.0   506.7   532.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.3             29.3
Deck+Haunch            37.1             37.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           60.1             60.1
DL-Comp.(DW)           39.8             39.8
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    52.7    50.2   126.9   237.9   317.2   364.7   380.6
(Max)       V      23.4    21.7    21.8    19.1    14.3     9.6     4.8     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     8.9     8.5    21.4    40.2    53.6    61.6    64.3
DC(Max)     V       4.0     3.7     3.7     3.2     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
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    66.9    63.6   161.0   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.7    24.2    18.2    12.1     6.1     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     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    21.7    20.6    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.0     7.9     5.9     3.9     2.0     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    11.9    11.4    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     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   130.7   124.5   306.8   543.3   701.3   770.9   730.5
            V      96.7    91.4    91.7    83.2    69.8    54.8    41.3    31.8
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    96.7    91.4    91.7    83.2    69.8    56.4    44.1    34.1
            M       0.0   130.7   124.5   306.8   543.3   669.7   704.3   684.4
Total     : M+      0.0   293.3   279.3   698.6  1277.8  1681.2  1898.7  1908.7
            V     168.9   158.5   159.0   142.3   114.1    84.4    56.3    32.0
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   168.9   158.5   159.0   142.3   114.1    86.0    59.0    34.3
            M       0.0   293.3   279.3   698.6  1277.8  1649.6  1832.1  1862.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.78   62.67   65.00
Self wt.  : M     364.7   317.2   237.9   126.9    50.2    52.7     0.0
(Max)       V       4.8     9.6    14.3    19.1    21.8    21.7    23.4
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      61.6    53.6    40.2    21.4     8.5     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     462.5   402.2   301.7   161.0    63.6    66.9     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.7    27.6    29.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       6.5     4.8     3.2     1.5     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     149.8   130.3    97.7    52.1    20.6    21.7     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.0     8.9     9.6
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      82.7    71.9    53.9    28.8    11.4    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
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+    770.9   701.3   543.3   306.8   124.5   130.7     0.0
            V      41.3    54.8    69.8    83.2    91.7    91.4    96.7
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    44.1    56.4    69.8    83.2    91.7    91.4    96.7
            M     704.3   669.7   543.3   306.8   124.5   130.7     0.0
Total     : M+   1898.7  1681.2  1277.8   698.6   279.3   293.3     0.0
            V      56.3    84.4   114.1   142.3   159.0   158.5   168.9
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    59.0    86.0   114.1   142.3   159.0   158.5   168.9
            M    1832.1  1649.6  1277.8   698.6   279.3   293.3     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17
 
Beam-Self
Precast-top    0.111   0.231   0.410   0.537   0.613   0.638 
Bottom        -0.092  -0.192  -0.339  -0.443  -0.504  -0.525 
 
Prestress
Precast-top   -0.187  -0.244  -0.348  -0.451  -0.553  -0.553 
Bottom         1.910   1.956   2.039   2.121   2.202   2.202 
 
Total
Precast-top   -0.076  -0.013   0.062   0.086   0.059   0.085 
Bottom         1.818   1.764   1.700   1.678   1.698   1.677 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.51 %)
             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    5.97   12.60   19.23   25.87   32.50
 
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   0.013   0.012   0.031   0.057   0.076   0.088   0.092 
Precast-top   -0.031   0.050   0.047   0.304   0.667   0.899   1.000   1.068 
Bottom         0.385   1.506   1.451   1.263   0.915   0.690   0.586   0.524 
 

 
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    6.63   13.27   19.90   26.53   33.17
 
Beam-Self
Precast-top    0.111   0.231   0.410   0.537   0.613   0.638 
Bottom        -0.092  -0.192  -0.339  -0.443  -0.504  -0.525 
 
Prestress
Precast-top   -0.187  -0.244  -0.348  -0.451  -0.553  -0.553 
Bottom         1.910   1.956   2.039   2.121   2.202   2.202 
 
Total
Precast-top   -0.076  -0.013   0.062   0.086   0.059   0.085 
Bottom         1.818   1.764   1.700   1.678   1.698   1.677 
 
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 = 10.51 %)
             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    5.97   12.60   19.23   25.87   32.50
 
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    5.97   12.60   19.23   25.87   32.50
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   0.056   0.053   0.132   0.234   0.303   0.335   0.321 
Precast-top   -0.015   0.055   0.053   0.224   0.460   0.612   0.679   0.703 
Bottom         0.192   0.640   0.618   0.367  -0.010  -0.256  -0.366  -0.362 
 

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
    300.1    6.5   49.5    0.445   2.0   6.00e-3 50.0    309.8     1.496    2.347      0.31
      0.0    0.4   49.4     41.9 0.172      21.7 0.87    12.00     0.101    1.449 
Transfer:   3.00
    282.9    6.5   49.5    2.006   9.0   2.95e-3 39.3    268.7     0.903    1.760      0.00
    532.0    1.6   48.7    189.0 0.161      36.7 1.49    12.00     0.101    1.540 
Critical:   4.72
    270.2    6.5   49.5    2.207   9.0   1.67e-3 34.9    239.1     0.685    1.320      0.00
    877.3    1.8   48.6    189.0 0.153      52.1 2.13    12.00     0.101    1.610 
0.1L    :   6.63
    256.2    6.5   49.5    2.428   9.0   1.44e-3 34.0    219.2     0.610    0.827      0.00
   1260.0    2.0   48.6    189.0 0.146      56.4 2.31    12.00     0.101    1.273 
0.2L    :  13.27
    210.7    6.5   47.1    3.472   9.0   1.42e-3 34.0    171.3     0.503    0.620      0.00
   2275.6    2.4   45.9    189.0 0.126      53.7 2.33    12.00     0.101    1.171 
0.3L    :  19.90
    166.3    6.5   48.3    3.472   9.0   2.56e-3 38.0    136.8     0.453    0.496      0.00
   2952.3    2.4   47.1    189.0 0.096      39.0 1.64    24.00     0.101    1.070 
0.4L    :  26.53
    122.8    6.5   49.5    3.472   0.0   2.86e-3 39.0     99.3     0.333    0.413      0.00
   3284.6    2.4   48.3    189.0 0.072      37.1 1.53    24.00     0.101    1.175 
0.5L    :  33.17
     80.1    6.5   49.5    3.472   0.0   2.43e-3 37.5     47.6     0.151    0.413      0.00
   3284.0    2.4   48.3    189.0 0.047      41.4 1.70    24.00     0.101    1.927 
0.6L    :  39.80
    122.8    6.5   49.5    3.472   0.0   2.86e-3 39.0     99.3     0.333    0.413      0.00
   3284.6    2.4   48.3    189.0 0.072      37.1 1.53    24.00     0.101    1.175 
0.7L    :  46.43
    166.3    6.5   48.3    3.472   9.0   2.56e-3 38.0    136.8     0.453    0.496      0.00
   2952.3    2.4   47.1    189.0 0.096      39.0 1.64    24.00     0.101    1.070 
0.8L    :  53.06
    210.7    6.5   47.1    3.472   9.0   1.42e-3 34.0    171.3     0.503    0.620      0.00
   2275.6    2.4   45.9    189.0 0.126      53.7 2.33    12.00     0.101    1.171 
0.9L    :  59.70
    256.2    6.5   49.5    2.428   9.0   1.44e-3 34.0    219.2     0.610    0.827      0.00
   1260.0    2.0   48.6    189.0 0.146      56.4 2.31    12.00     0.101    1.273 
Critical:  61.61
    270.2    6.5   49.5    2.207   9.0   1.67e-3 34.9    239.1     0.685    1.320      0.00
    877.3    1.8   48.6    189.0 0.153      52.1 2.13    12.00     0.101    1.610 
Transfer:  63.33
    282.9    6.5   49.5    2.006   9.0   2.95e-3 39.3    268.7     0.903    1.760      0.00
    532.0    1.6   48.7    189.0 0.161      36.7 1.49    12.00     0.101    1.540 
Bearing :  65.67
    300.1    6.5   49.5    0.445   2.0   6.00e-3 50.0    309.8     1.496    2.347      0.31
      0.0    0.4   49.4     41.9 0.172      21.7 0.87    12.00     0.101    1.449 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  680.58
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.36
 
 
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
    300.1      6.76     49.54    0.36       49.35    24.00      0.300      1.502      0.000      0.000*
Transfer:      2.33
    282.9      6.45     49.54    1.62       48.73    24.00      0.300      1.401      0.000      1.760 
Critical:      4.05
    270.3      6.17     49.54    1.78       48.65    24.00      0.300      1.308      0.000      1.320 
0.1L    :      5.97
    256.2      5.86     49.54    1.96       48.56    24.00      0.300      1.204      0.000      0.827 
0.2L    :     12.60
    210.7      5.10     47.12    2.44       45.90    24.00      0.300      0.950      0.000      0.620 
0.3L    :     19.23
    166.3      3.92     48.31    2.44       47.09    24.00      0.300      0.558      0.000      0.496 
0.4L    :     25.87
    122.8      2.83     49.50    2.44       48.28    24.00      0.300      0.192      0.000      0.413 
0.5L    :     32.50
     80.1      1.84     49.50    2.44       48.28    24.00      0.300      0.000      0.000      0.413 
0.6L    :     39.13
    122.8      2.83     49.50    2.44       48.28    24.00      0.300      0.192      0.000      0.413 
0.7L    :     45.77
    166.3      3.92     48.31    2.44       47.09    24.00      0.300      0.558      0.000      0.496 
0.8L    :     52.40
    210.7      5.10     47.12    2.44       45.90    24.00      0.300      0.950      0.000      0.620 
0.9L    :     59.03
    256.2      5.86     49.54    1.96       48.56    24.00      0.300      1.204      0.000      0.827 
Critical:     60.95
    270.3      6.17     49.54    1.78       48.65    24.00      0.300      1.308      0.000      1.320 
Transfer:     62.67
    282.9      6.45     49.54    1.62       48.73    24.00      0.300      1.401      0.000      1.760 
Bearing :     65.00
    300.1      6.76     49.54    0.36       49.35    24.00      0.300      1.502      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.97 ft
Prestress      :       0.345  1.80      0.622  2.20      0.760
Self Wt.       :      -0.118  1.85     -0.218  2.40     -0.283
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          :       0.228            0.404            0.477
 
At 0.2 x L = 12.60 ft
Prestress      :       0.623  1.80      1.121  2.20      1.370
Self Wt.       :      -0.222  1.85     -0.411  2.40     -0.533
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          :       0.401            0.710            0.837
 
At 0.3 x L = 19.23 ft
Prestress      :       0.824  1.80      1.484  2.20      1.813
Self Wt.       :      -0.303  1.85     -0.561  2.40     -0.727
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          :       0.521            0.923            1.086
 
At 0.4 x L = 25.87 ft
Prestress      :       0.945  1.80      1.702  2.20      2.080
Self Wt.       :      -0.354  1.85     -0.654  2.40     -0.849
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          :       0.592            1.047            1.231
 
At 0.5 x L = 32.50 ft
Prestress      :       0.988  1.80      1.778  2.20      2.173
Self Wt.       :      -0.371  1.85     -0.687  2.40     -0.891
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          :       0.616            1.091            1.281
 
At 0.6 x L = 39.13 ft
Prestress      :       0.945  1.80      1.702  2.20      2.080
Self Wt.       :      -0.354  1.85     -0.654  2.40     -0.849
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          :       0.592            1.047            1.231
 
At 0.7 x L = 45.77 ft
Prestress      :       0.824  1.80      1.484  2.20      1.813
Self Wt.       :      -0.303  1.85     -0.561  2.40     -0.727
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          :       0.521            0.923            1.086
 
At 0.8 x L = 52.40 ft
Prestress      :       0.623  1.80      1.121  2.20      1.370
Self Wt.       :      -0.222  1.85     -0.411  2.40     -0.533
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          :       0.401            0.710            0.837
 
At 0.9 x L = 59.03 ft
Prestress      :       0.345  1.80      0.622  2.20      0.760
Self Wt.       :      -0.118  1.85     -0.218  2.40     -0.283
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          :       0.228            0.404            0.477
 

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
   525.9    45.3  2.293  266.8    1.9   1.62   2267.7  0.078T 1.00       -       -     -     -  
H/2     :   2.22
   500.7    45.3  2.204  266.9    1.8   1.56   2181.3  0.081T 1.00       -       -     -     -  
0.1L    :   5.97
  1260.0    45.9  2.775  266.2    2.3   1.96   2767.3  0.064T 1.00       -       -     -     -  
0.2L    :  12.60
  2336.6    47.1  3.472  265.4    2.9   2.44   3524.8  0.051T 1.00    770.0   770.0    4.58    -  
0.3L    :  19.23
  3072.2    48.3  3.472  265.5    2.9   2.44   3617.5  0.051T 1.00    667.5   667.5    5.42    -  
0.4L    :  25.87
  3509.3    49.5  3.472  265.6    2.9   2.44   3710.2  0.050T 1.00    609.1   609.1    6.09    -  
0.5L    :  32.50
  3624.9    49.5  3.472  265.6    2.9   2.44   3710.2  0.050T 1.00    587.0   587.0    6.32    -  
0.6L    :  39.13
  3509.3    49.5  3.472  265.6    2.9   2.44   3710.2  0.050T 1.00    609.1   609.1    6.09    -  
0.7L    :  45.77
  3072.2    48.3  3.472  265.5    2.9   2.44   3617.5  0.051T 1.00    667.5   667.5    5.42    -  
0.8L    :  52.40
  2336.6    47.1  3.472  265.4    2.9   2.44   3524.8  0.051T 1.00    770.0   770.0    4.58    -  
0.9L    :  59.03
  1260.0    45.9  2.775  266.2    2.3   1.96   2767.3  0.064T 1.00       -       -     -     -  
H/2     :  62.78
   500.7    45.3  2.204  266.9    1.8   1.56   2181.3  0.081T 1.00       -       -     -     -  
Transfer:  62.67
   525.9    45.3  2.293  266.8    1.9   1.62   2267.7  0.078T 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 1-8; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.019
        M   2.00 Fb     0.203
 
  2   2 E  42.00 Ft     0.338
        M   4.00 Fb     0.158
 
  3   2 E   6.00 Ft     0.292
        M   6.00 Fb     0.416
 
  4   2 E   6.00 Ft     0.246
        M   6.00 Fb     0.673
 
  5   2 E   6.00 Ft     0.200
        M   6.00 Fb     0.931
 
  6   2 E   2.00 Ft     0.108
        M   2.00 Fb     1.226
 
  7   2 E   2.00 Ft     0.016
        M   2.00 Fb     1.522
 
  8   2 E   2.00 Ft    -0.076
        M   2.00 Fb     1.818
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 66.33            Release Length, ft: 66.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  16
No. of strands, Draped:   2           No. of strands, Straight:  14
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.04 %               Final losses: 10.99 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       1.818     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.076       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3710.17     3624.94     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.092     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   1.068     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.506    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.703     Midspan
    Pre.Bot:                                                             2.400   0.640    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.988  1.80      1.778  2.20      2.173
Self Wt.       :      -0.371  1.85     -0.687  2.40     -0.891
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          :       0.616            1.091            1.281
 
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   65.00
     DC  Line       0.087      0.00       0.087   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.330 ft
Release length = 66.330 ft
Design  length = 65.000 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)  : 0.800   (Calculated)    
Live Moment (1  lane  loaded)  : 0.573   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.159   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.927   (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           1459.2 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           479640 in4#
Ht. of c.g.           =        20.74 in             35.76 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 = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     5.97    12.60    19.23    25.87    32.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    695.8    709.9    709.2    709.9    709.9    709.9    709.9    709.9
  Yb      ,  in    20.67    20.41    20.43    20.40    20.37    20.34    20.31    20.31
  MI(Ixx) , in4   179579   181847   181729   182147   182734   183370   184056   184056
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1462.9   1476.0   1475.4   1476.0   1476.0   1476.0   1476.0   1476.0
  Yb      ,  in    35.69    35.44    35.45    35.43    35.42    35.41    35.39    35.39
  MI(Ixx) , in4   482426   492483   491972   493091   494238   495431   496672   496672

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  16 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 26.53 ft from member end )
END PATTERN (Ycg = 8.50 in):
     8 @  2.000 in     6 @  6.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.75 in):
(A) Draped:
     2 @  4.000 in
(B) Straight:
     8 @  2.000 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     =    3.47 in2      Initial Pull          =      680.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.896 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.870 ft
Holddown Force        =  10.082 kips     Beam Shrtng (PL/AE)   =      0.166 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)       
-------------------------------------------------------------------------------------
      1062.033         740 785.905     11.802 47799.160   675.250     419.865        
 
 
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       4.50       0.1250      2.0000     No
      2      US#6[M19]       60.00        0.88       6.00       2.0000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      8.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.1667     15.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.1667     22.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      22.6670     43.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      43.6631     51.1634    Yes
      2      US#5[M16]       60.00        0.62      12.00      51.1634     58.1634    Yes
      2      US#5[M16]       60.00        0.62       9.00      58.1634     61.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      61.1634     61.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      61.8301     64.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      64.3301     66.2051     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 66.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.4720 in2       Ycg =  3.75 in
         P_init    =      680.6 kips  Ecc = 16.99 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.89 ksi  (Eq 5.9.5.2.3a-1) 
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.50 ksi    0.00 ksi
    due to Composite Loads                                 -1.08 ksi    0.00 ksi
    due to Live Loads                                      -4.35 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.20 ksi (Eq 5.9.3.3-1)
                        ------------                    ------------ (fcgp= 1.469 ksi)
Sub-total                  9.89 ksi  ( 5.04 %)            11.66 ksi ( 5.95 %)
Total Prestress Losses                                    21.55 ksi (10.99 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.5 ksi < 0.80 fpy, OK 
 
ES computed using Alternate Eq. C5.9.5.2.3a
 
** 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    52.7    50.2   126.9   237.9   317.2   364.7   380.6
(Max)       V      23.4    21.7    21.8    19.1    14.3     9.6     4.8     0.0
DL-Prec.  : M       0.0     8.9     8.5    21.4    40.2    53.6    61.6    64.3
DC(Max)     V       4.0     3.7     3.7     3.2     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
Deck +    : M       0.0    66.9    63.6   161.0   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.7    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    21.7    20.6    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.0     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9    11.4    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   182.6   173.9   436.1   802.8  1045.3  1188.0  1217.5
            V     119.1   113.1   113.4   103.6    87.6    71.6    51.2    35.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   119.1   113.1   113.4   103.6    88.3    73.5    59.3    45.6
            M       0.0   186.1   177.3   436.1   768.0   976.8  1059.5  1022.7
Total     : M+      0.0   345.3   328.7   827.8  1537.4  2025.3  2315.7  2395.7
            V     191.4   180.1   180.7   162.6   131.9   101.2    66.1    35.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   191.4   180.1   180.7   162.6   132.6   103.2    74.3    45.8
            M       0.0   348.8   332.2   827.8  1502.5  1956.7  2187.3  2200.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.78   62.67   65.00
Self wt.  : M     364.7   317.2   237.9   126.9    50.2    52.7     0.0
(Max)       V       4.8     9.6    14.3    19.1    21.8    21.7    23.4
DL-Prec.  : M      61.6    53.6    40.2    21.4     8.5     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     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
Deck +    : M     462.5   402.2   301.7   161.0    63.6    66.9     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.7    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     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     149.8   130.3    97.7    52.1    20.6    21.7     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.0     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8    11.4    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
LL + I    : M+   1188.0  1045.3   802.8   436.1   173.9   182.6     0.0
            V      51.2    71.6    87.6   103.6   113.4   113.1   119.1
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    59.3    73.5    88.3   103.6   113.4   113.1   119.1
            M    1059.5   976.8   768.0   436.1   177.3   186.1     0.0
Total     : M+   2315.7  2025.3  1537.4   827.8   328.7   345.3     0.0
            V      66.1   101.2   131.9   162.6   180.7   180.1   191.4
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    74.3   103.2   132.6   162.6   180.7   180.1   191.4
            M    2187.3  1956.7  1502.5   827.8   332.2   348.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               23.4             23.4
Deck+Haunch            29.7             29.7
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.0              4.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           48.1             48.1
DL-Comp.(DW)           26.5             26.5
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
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, 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    52.7    50.2   126.9   237.9   317.2   364.7   380.6
(Max)       V      23.4    21.7    21.8    19.1    14.3     9.6     4.8     0.0
DL-Prec.  : M       0.0     8.9     8.5    21.4    40.2    53.6    61.6    64.3
DC(Max)     V       4.0     3.7     3.7     3.2     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
Deck +    : M       0.0    66.9    63.6   161.0   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.7    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    21.7    20.6    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.0     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9    11.4    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   146.1   139.1   348.9   642.2   836.3   950.4   974.0
            V      95.3    90.4    90.7    82.9    70.1    57.3    41.0    28.1
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    95.3    90.4    90.7    82.9    70.6    58.8    47.5    36.5
            M       0.0   148.9   141.9   348.9   614.4   781.4   847.6   818.2
Total     : M+      0.0   308.7   293.9   740.6  1376.8  1816.2  2078.1  2152.2
            V     167.6   157.5   158.0   141.9   114.4    86.9    55.9    28.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   167.6   157.5   158.0   141.9   114.9    88.5    62.4    36.7
            M       0.0   311.6   296.7   740.6  1348.9  1761.4  1975.4  1996.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.78   62.67   65.00
Self wt.  : M     364.7   317.2   237.9   126.9    50.2    52.7     0.0
(Max)       V       4.8     9.6    14.3    19.1    21.8    21.7    23.4
DL-Prec.  : M      61.6    53.6    40.2    21.4     8.5     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     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
Deck +    : M     462.5   402.2   301.7   161.0    63.6    66.9     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.7    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     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     149.8   130.3    97.7    52.1    20.6    21.7     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.0     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8    11.4    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
LL + I    : M+    950.4   836.3   642.2   348.9   139.1   146.1     0.0
            V      41.0    57.3    70.1    82.9    90.7    90.4    95.3
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    47.5    58.8    70.6    82.9    90.7    90.4    95.3
            M     847.6   781.4   614.4   348.9   141.9   148.9     0.0
Total     : M+   2078.1  1816.2  1376.8   740.6   293.9   308.7     0.0
            V      55.9    86.9   114.4   141.9   158.0   157.5   167.6
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    62.4    88.5   114.9   141.9   158.0   157.5   167.6
            M    1975.4  1761.4  1348.9   740.6   296.7   311.6     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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    65.9    62.7   158.7   297.4   396.5   455.9   475.7
(Max)       V      29.3    27.2    27.3    23.9    17.9    11.9     6.0     0.0
Self wt.  : M       0.0    47.4    45.2   114.2   214.1   285.5   328.3   342.5
(Min)       V      21.1    19.6    19.6    17.2    12.9     8.6     4.3     0.0
DL-Prec.  : M       0.0    11.1    10.6    26.8    50.2    67.0    77.0    80.4
DC(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     8.0     7.6    19.3    36.2    48.2    55.4    57.9
DC(Min)     V       3.6     3.3     3.3     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    83.6    79.6   201.2   377.1   502.7   578.1   603.3
Haunch (Max)V      37.1    34.5    34.6    30.3    22.7    15.2     7.6     0.0
Deck +    : M       0.0    60.2    57.3   144.9   271.5   362.0   416.2   434.3
Haunch (Min)V      26.7    24.8    24.9    21.8    16.4    10.9     5.5     0.0
Diaphragm : M       0.0     0.7     0.7     1.9     3.9     6.0     8.1    10.2
(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     1.3     2.8     4.3     5.8     7.3
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    27.1    25.8    65.2   122.2   162.8   187.3   195.4
DC(Max)     V      12.0    11.2    11.2     9.8     7.4     4.9     2.5     0.0
DL-Comp   : M       0.0    19.5    18.6    46.9    87.9   117.3   134.8   140.7
DC(Min)     V       8.7     8.0     8.1     7.1     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    17.9    17.1    43.2    80.9   107.8   124.0   129.4
DW(Max)     V       8.0     7.4     7.4     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0     7.8     7.4    18.7    35.1    46.7    53.7    56.1
DW(Min)     V       3.5     3.2     3.2     2.8     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   319.5   304.3   763.1  1404.9  1829.3  2078.9  2130.7
            V     208.5   197.8   198.4   181.3   153.3   125.3    89.6    61.6
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   208.5   197.8   198.4   181.3   154.5   128.7   103.8    79.8
            M       0.0   325.7   310.3   763.1  1343.9  1709.4  1854.2  1789.7
Total     : M+      0.0   525.9   500.7  1260.0  2336.6  3072.2  3509.3  3624.9
            V     300.1   282.9   283.8   256.2   209.5   162.9   108.6    61.9
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   300.1   282.9   283.8   256.2   210.7   166.3   122.8    80.1
            M       0.0   532.0   506.7  1260.0  2275.6  2952.3  3284.6  3284.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.78   62.67   65.00
Self wt.  : M     455.9   396.5   297.4   158.7    62.7    65.9     0.0
(Max)       V       6.0    11.9    17.9    23.9    27.3    27.2    29.3
Self wt.  : M     328.3   285.5   214.1   114.2    45.2    47.4     0.0
(Min)       V       4.3     8.6    12.9    17.2    19.6    19.6    21.1
DL-Prec.  : M      77.0    67.0    50.2    26.8    10.6    11.1     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
DL-Prec.  : M      55.4    48.2    36.2    19.3     7.6     8.0     0.0
DC(Min)     V       0.7     1.5     2.2     2.9     3.3     3.3     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     578.1   502.7   377.1   201.2    79.6    83.6     0.0
Haunch (Max)V       7.6    15.2    22.7    30.3    34.6    34.5    37.1
Deck +    : M     416.2   362.0   271.5   144.9    57.3    60.2     0.0
Haunch (Min)V       5.5    10.9    16.4    21.8    24.9    24.8    26.7
Diaphragm : M       8.1     6.0     3.9     1.9     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       5.8     4.3     2.8     1.3     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     187.3   162.8   122.2    65.2    25.8    27.1     0.0
DC(Max)     V       2.5     4.9     7.4     9.8    11.2    11.2    12.0
DL-Comp   : M     134.8   117.3    87.9    46.9    18.6    19.5     0.0
DC(Min)     V       1.8     3.5     5.3     7.1     8.1     8.0     8.7
DL-Comp   : M     124.0   107.8    80.9    43.2    17.1    17.9     0.0
DW(Max)     V       1.6     3.3     4.9     6.5     7.4     7.4     8.0
DL-Comp   : M      53.7    46.7    35.1    18.7     7.4     7.8     0.0
DW(Min)     V       0.7     1.4     2.1     2.8     3.2     3.2     3.5
LL + I    : M+   2078.9  1829.3  1404.9   763.1   304.3   319.5     0.0
            V      89.6   125.3   153.3   181.3   198.4   197.8   208.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   103.8   128.7   154.5   181.3   198.4   197.8   208.5
            M    1854.2  1709.4  1343.9   763.1   310.3   325.7     0.0
Total     : M+   3509.3  3072.2  2336.6  1260.0   500.7   525.9     0.0
            V     108.6   162.9   209.5   256.2   283.8   282.9   300.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   122.8   166.3   210.7   256.2   283.8   282.9   300.1
            M    3284.6  2952.3  2275.6  1260.0   506.7   532.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.3             29.3
Deck+Haunch            37.1             37.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           60.1             60.1
DL-Comp.(DW)           39.8             39.8
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    52.7    50.2   126.9   237.9   317.2   364.7   380.6
(Max)       V      23.4    21.7    21.8    19.1    14.3     9.6     4.8     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     8.9     8.5    21.4    40.2    53.6    61.6    64.3
DC(Max)     V       4.0     3.7     3.7     3.2     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
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    66.9    63.6   161.0   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.7    24.2    18.2    12.1     6.1     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     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    21.7    20.6    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.0     7.9     5.9     3.9     2.0     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    11.9    11.4    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     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   130.7   124.5   306.8   543.3   701.3   770.9   730.5
            V      96.7    91.4    91.7    83.2    69.8    54.8    41.3    31.8
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    96.7    91.4    91.7    83.2    69.8    56.4    44.1    34.1
            M       0.0   130.7   124.5   306.8   543.3   669.7   704.3   684.4
Total     : M+      0.0   293.3   279.3   698.6  1277.8  1681.2  1898.7  1908.7
            V     168.9   158.5   159.0   142.3   114.1    84.4    56.3    32.0
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   168.9   158.5   159.0   142.3   114.1    86.0    59.0    34.3
            M       0.0   293.3   279.3   698.6  1277.8  1649.6  1832.1  1862.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.78   62.67   65.00
Self wt.  : M     364.7   317.2   237.9   126.9    50.2    52.7     0.0
(Max)       V       4.8     9.6    14.3    19.1    21.8    21.7    23.4
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      61.6    53.6    40.2    21.4     8.5     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     462.5   402.2   301.7   161.0    63.6    66.9     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.7    27.6    29.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       6.5     4.8     3.2     1.5     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     149.8   130.3    97.7    52.1    20.6    21.7     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.0     8.9     9.6
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      82.7    71.9    53.9    28.8    11.4    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
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+    770.9   701.3   543.3   306.8   124.5   130.7     0.0
            V      41.3    54.8    69.8    83.2    91.7    91.4    96.7
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    44.1    56.4    69.8    83.2    91.7    91.4    96.7
            M     704.3   669.7   543.3   306.8   124.5   130.7     0.0
Total     : M+   1898.7  1681.2  1277.8   698.6   279.3   293.3     0.0
            V      56.3    84.4   114.1   142.3   159.0   158.5   168.9
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    59.0    86.0   114.1   142.3   159.0   158.5   168.9
            M    1832.1  1649.6  1277.8   698.6   279.3   293.3     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17
 
Beam-Self
Precast-top    0.111   0.231   0.410   0.537   0.613   0.638 
Bottom        -0.092  -0.192  -0.339  -0.443  -0.504  -0.525 
 
Prestress
Precast-top   -0.187  -0.244  -0.348  -0.451  -0.553  -0.553 
Bottom         1.910   1.956   2.039   2.121   2.202   2.202 
 
Total
Precast-top   -0.076  -0.013   0.062   0.086   0.059   0.085 
Bottom         1.818   1.764   1.700   1.678   1.698   1.677 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.51 %)
             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    5.97   12.60   19.23   25.87   32.50
 
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   0.013   0.012   0.031   0.057   0.076   0.088   0.092 
Precast-top   -0.031   0.050   0.047   0.304   0.667   0.899   1.000   1.068 
Bottom         0.385   1.506   1.451   1.263   0.915   0.690   0.586   0.524 
 

 
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    6.63   13.27   19.90   26.53   33.17
 
Beam-Self
Precast-top    0.111   0.231   0.410   0.537   0.613   0.638 
Bottom        -0.092  -0.192  -0.339  -0.443  -0.504  -0.525 
 
Prestress
Precast-top   -0.187  -0.244  -0.348  -0.451  -0.553  -0.553 
Bottom         1.910   1.956   2.039   2.121   2.202   2.202 
 
Total
Precast-top   -0.076  -0.013   0.062   0.086   0.059   0.085 
Bottom         1.818   1.764   1.700   1.678   1.698   1.677 
 
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 = 10.51 %)
             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    5.97   12.60   19.23   25.87   32.50
 
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    5.97   12.60   19.23   25.87   32.50
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   0.056   0.053   0.132   0.234   0.303   0.335   0.321 
Precast-top   -0.015   0.055   0.053   0.224   0.460   0.612   0.679   0.703 
Bottom         0.192   0.640   0.618   0.367  -0.010  -0.256  -0.366  -0.362 
 

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
    300.1    6.5   49.5    0.445   2.0   6.00e-3 50.0    309.8     1.496    2.347      0.31
      0.0    0.4   49.4     41.9 0.172      21.7 0.87    12.00     0.101    1.449 
Transfer:   3.00
    282.9    6.5   49.5    2.006   9.0   2.95e-3 39.3    268.7     0.903    1.760      0.00
    532.0    1.6   48.7    189.0 0.161      36.7 1.49    12.00     0.101    1.540 
Critical:   4.72
    270.2    6.5   49.5    2.207   9.0   1.67e-3 34.9    239.1     0.685    1.320      0.00
    877.3    1.8   48.6    189.0 0.153      52.1 2.13    12.00     0.101    1.610 
0.1L    :   6.63
    256.2    6.5   49.5    2.428   9.0   1.44e-3 34.0    219.2     0.610    0.827      0.00
   1260.0    2.0   48.6    189.0 0.146      56.4 2.31    12.00     0.101    1.273 
0.2L    :  13.27
    210.7    6.5   47.1    3.472   9.0   1.42e-3 34.0    171.3     0.503    0.620      0.00
   2275.6    2.4   45.9    189.0 0.126      53.7 2.33    12.00     0.101    1.171 
0.3L    :  19.90
    166.3    6.5   48.3    3.472   9.0   2.56e-3 38.0    136.8     0.453    0.496      0.00
   2952.3    2.4   47.1    189.0 0.096      39.0 1.64    24.00     0.101    1.070 
0.4L    :  26.53
    122.8    6.5   49.5    3.472   0.0   2.86e-3 39.0     99.3     0.333    0.413      0.00
   3284.6    2.4   48.3    189.0 0.072      37.1 1.53    24.00     0.101    1.175 
0.5L    :  33.17
     80.1    6.5   49.5    3.472   0.0   2.43e-3 37.5     47.6     0.151    0.413      0.00
   3284.0    2.4   48.3    189.0 0.047      41.4 1.70    24.00     0.101    1.927 
0.6L    :  39.80
    122.8    6.5   49.5    3.472   0.0   2.86e-3 39.0     99.3     0.333    0.413      0.00
   3284.6    2.4   48.3    189.0 0.072      37.1 1.53    24.00     0.101    1.175 
0.7L    :  46.43
    166.3    6.5   48.3    3.472   9.0   2.56e-3 38.0    136.8     0.453    0.496      0.00
   2952.3    2.4   47.1    189.0 0.096      39.0 1.64    24.00     0.101    1.070 
0.8L    :  53.06
    210.7    6.5   47.1    3.472   9.0   1.42e-3 34.0    171.3     0.503    0.620      0.00
   2275.6    2.4   45.9    189.0 0.126      53.7 2.33    12.00     0.101    1.171 
0.9L    :  59.70
    256.2    6.5   49.5    2.428   9.0   1.44e-3 34.0    219.2     0.610    0.827      0.00
   1260.0    2.0   48.6    189.0 0.146      56.4 2.31    12.00     0.101    1.273 
Critical:  61.61
    270.2    6.5   49.5    2.207   9.0   1.67e-3 34.9    239.1     0.685    1.320      0.00
    877.3    1.8   48.6    189.0 0.153      52.1 2.13    12.00     0.101    1.610 
Transfer:  63.33
    282.9    6.5   49.5    2.006   9.0   2.95e-3 39.3    268.7     0.903    1.760      0.00
    532.0    1.6   48.7    189.0 0.161      36.7 1.49    12.00     0.101    1.540 
Bearing :  65.67
    300.1    6.5   49.5    0.445   2.0   6.00e-3 50.0    309.8     1.496    2.347      0.31
      0.0    0.4   49.4     41.9 0.172      21.7 0.87    12.00     0.101    1.449 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  680.58
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.36
 
 
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
    300.1      6.76     49.54    0.36       49.35    24.00      0.300      1.502      0.000      0.000*
Transfer:      2.33
    282.9      6.45     49.54    1.62       48.73    24.00      0.300      1.401      0.000      1.760 
Critical:      4.05
    270.3      6.17     49.54    1.78       48.65    24.00      0.300      1.308      0.000      1.320 
0.1L    :      5.97
    256.2      5.86     49.54    1.96       48.56    24.00      0.300      1.204      0.000      0.827 
0.2L    :     12.60
    210.7      5.10     47.12    2.44       45.90    24.00      0.300      0.950      0.000      0.620 
0.3L    :     19.23
    166.3      3.92     48.31    2.44       47.09    24.00      0.300      0.558      0.000      0.496 
0.4L    :     25.87
    122.8      2.83     49.50    2.44       48.28    24.00      0.300      0.192      0.000      0.413 
0.5L    :     32.50
     80.1      1.84     49.50    2.44       48.28    24.00      0.300      0.000      0.000      0.413 
0.6L    :     39.13
    122.8      2.83     49.50    2.44       48.28    24.00      0.300      0.192      0.000      0.413 
0.7L    :     45.77
    166.3      3.92     48.31    2.44       47.09    24.00      0.300      0.558      0.000      0.496 
0.8L    :     52.40
    210.7      5.10     47.12    2.44       45.90    24.00      0.300      0.950      0.000      0.620 
0.9L    :     59.03
    256.2      5.86     49.54    1.96       48.56    24.00      0.300      1.204      0.000      0.827 
Critical:     60.95
    270.3      6.17     49.54    1.78       48.65    24.00      0.300      1.308      0.000      1.320 
Transfer:     62.67
    282.9      6.45     49.54    1.62       48.73    24.00      0.300      1.401      0.000      1.760 
Bearing :     65.00
    300.1      6.76     49.54    0.36       49.35    24.00      0.300      1.502      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.97 ft
Prestress      :       0.345  1.80      0.622  2.20      0.760
Self Wt.       :      -0.118  1.85     -0.218  2.40     -0.283
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          :       0.228            0.404            0.477
 
At 0.2 x L = 12.60 ft
Prestress      :       0.623  1.80      1.121  2.20      1.370
Self Wt.       :      -0.222  1.85     -0.411  2.40     -0.533
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          :       0.401            0.710            0.837
 
At 0.3 x L = 19.23 ft
Prestress      :       0.824  1.80      1.484  2.20      1.813
Self Wt.       :      -0.303  1.85     -0.561  2.40     -0.727
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          :       0.521            0.923            1.086
 
At 0.4 x L = 25.87 ft
Prestress      :       0.945  1.80      1.702  2.20      2.080
Self Wt.       :      -0.354  1.85     -0.654  2.40     -0.849
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          :       0.592            1.047            1.231
 
At 0.5 x L = 32.50 ft
Prestress      :       0.988  1.80      1.778  2.20      2.173
Self Wt.       :      -0.371  1.85     -0.687  2.40     -0.891
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          :       0.616            1.091            1.281
 
At 0.6 x L = 39.13 ft
Prestress      :       0.945  1.80      1.702  2.20      2.080
Self Wt.       :      -0.354  1.85     -0.654  2.40     -0.849
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          :       0.592            1.047            1.231
 
At 0.7 x L = 45.77 ft
Prestress      :       0.824  1.80      1.484  2.20      1.813
Self Wt.       :      -0.303  1.85     -0.561  2.40     -0.727
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          :       0.521            0.923            1.086
 
At 0.8 x L = 52.40 ft
Prestress      :       0.623  1.80      1.121  2.20      1.370
Self Wt.       :      -0.222  1.85     -0.411  2.40     -0.533
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          :       0.401            0.710            0.837
 
At 0.9 x L = 59.03 ft
Prestress      :       0.345  1.80      0.622  2.20      0.760
Self Wt.       :      -0.118  1.85     -0.218  2.40     -0.283
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          :       0.228            0.404            0.477
 

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
   525.9    45.3  2.293  266.8    1.9   1.62   2267.7  0.078T 1.00       -       -     -     -  
H/2     :   2.22
   500.7    45.3  2.204  266.9    1.8   1.56   2181.3  0.081T 1.00       -       -     -     -  
0.1L    :   5.97
  1260.0    45.9  2.775  266.2    2.3   1.96   2767.3  0.064T 1.00       -       -     -     -  
0.2L    :  12.60
  2336.6    47.1  3.472  265.4    2.9   2.44   3524.8  0.051T 1.00    770.0   770.0    4.58    -  
0.3L    :  19.23
  3072.2    48.3  3.472  265.5    2.9   2.44   3617.5  0.051T 1.00    667.5   667.5    5.42    -  
0.4L    :  25.87
  3509.3    49.5  3.472  265.6    2.9   2.44   3710.2  0.050T 1.00    609.1   609.1    6.09    -  
0.5L    :  32.50
  3624.9    49.5  3.472  265.6    2.9   2.44   3710.2  0.050T 1.00    587.0   587.0    6.32    -  
0.6L    :  39.13
  3509.3    49.5  3.472  265.6    2.9   2.44   3710.2  0.050T 1.00    609.1   609.1    6.09    -  
0.7L    :  45.77
  3072.2    48.3  3.472  265.5    2.9   2.44   3617.5  0.051T 1.00    667.5   667.5    5.42    -  
0.8L    :  52.40
  2336.6    47.1  3.472  265.4    2.9   2.44   3524.8  0.051T 1.00    770.0   770.0    4.58    -  
0.9L    :  59.03
  1260.0    45.9  2.775  266.2    2.3   1.96   2767.3  0.064T 1.00       -       -     -     -  
H/2     :  62.78
   500.7    45.3  2.204  266.9    1.8   1.56   2181.3  0.081T 1.00       -       -     -     -  
Transfer:  62.67
   525.9    45.3  2.293  266.8    1.9   1.62   2267.7  0.078T 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 1-8; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.019
        M   2.00 Fb     0.203
 
  2   2 E  42.00 Ft     0.338
        M   4.00 Fb     0.158
 
  3   2 E   6.00 Ft     0.292
        M   6.00 Fb     0.416
 
  4   2 E   6.00 Ft     0.246
        M   6.00 Fb     0.673
 
  5   2 E   6.00 Ft     0.200
        M   6.00 Fb     0.931
 
  6   2 E   2.00 Ft     0.108
        M   2.00 Fb     1.226
 
  7   2 E   2.00 Ft     0.016
        M   2.00 Fb     1.522
 
  8   2 E   2.00 Ft    -0.076
        M   2.00 Fb     1.818
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 66.33            Release Length, ft: 66.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  16
No. of strands, Draped:   2           No. of strands, Straight:  14
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.04 %               Final losses: 10.99 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       1.818     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.076       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3710.17     3624.94     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.092     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   1.068     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.506    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.703     Midspan
    Pre.Bot:                                                             2.400   0.640    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.988  1.80      1.778  2.20      2.173
Self Wt.       :      -0.371  1.85     -0.687  2.40     -0.891
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          :       0.616            1.091            1.281
 
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   65.00
     DC  Line       0.076      0.00       0.076   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.330 ft
Release length = 66.330 ft
Design  length = 65.000 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)  : 0.783   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.921   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.015   (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           1367.7 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           461073 in4#
Ht. of c.g.           =        20.74 in             34.85 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 = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     5.97    12.60    19.23    25.87    32.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    695.8    709.9    709.2    709.9    709.9    709.9    709.9    709.9
  Yb      ,  in    20.67    20.41    20.43    20.40    20.37    20.34    20.31    20.31
  MI(Ixx) , in4   179579   181847   181729   182147   182734   183370   184056   184056
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1371.4   1384.5   1383.8   1384.5   1384.5   1384.5   1384.5   1384.5
  Yb      ,  in    34.77    34.52    34.53    34.51    34.50    34.48    34.47    34.47
  MI(Ixx) , in4   463677   473079   472602   473667   474777   475934   477137   477137

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  16 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 26.53 ft from member end )
END PATTERN (Ycg = 8.50 in):
     8 @  2.000 in     6 @  6.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.75 in):
(A) Draped:
     2 @  4.000 in
(B) Straight:
     8 @  2.000 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     =    3.47 in2      Initial Pull          =      680.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.848 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.810 ft
Holddown Force        =  10.082 kips     Beam Shrtng (PL/AE)   =      0.166 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)       
-------------------------------------------------------------------------------------
      1062.033         740 785.905     11.802 47799.160   675.250     419.865        
 
 
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       4.50       0.1250      2.0000     No
      2      US#6[M19]       60.00        0.88       6.00       2.0000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      8.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.1667     15.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.1667     22.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      22.6670     43.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      43.6631     51.1634    Yes
      2      US#5[M16]       60.00        0.62      12.00      51.1634     58.1634    Yes
      2      US#5[M16]       60.00        0.62       9.00      58.1634     61.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      61.1634     61.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      61.8301     64.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      64.3301     66.2051     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 66.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.4720 in2       Ycg =  3.75 in
         P_init    =      680.6 kips  Ecc = 16.99 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.89 ksi  (Eq 5.9.5.2.3a-1) 
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.08 ksi    0.00 ksi
    due to Composite Loads                                 -1.10 ksi    0.00 ksi
    due to Live Loads                                      -4.40 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.20 ksi (Eq 5.9.3.3-1)
                        ------------                    ------------ (fcgp= 1.469 ksi)
Sub-total                  9.89 ksi  ( 5.04 %)            12.03 ksi ( 6.14 %)
Total Prestress Losses                                    21.92 ksi (11.18 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.1 ksi < 0.80 fpy, OK 
 
ES computed using Alternate Eq. C5.9.5.2.3a
 
** 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    52.7    50.2   126.9   237.9   317.2   364.7   380.6
(Max)       V      23.4    21.7    21.8    19.1    14.3     9.6     4.8     0.0
DL-Prec.  : M       0.0     8.1     7.7    19.6    36.7    48.9    56.3    58.7
DC(Max)     V       3.6     3.4     3.4     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    58.9    56.1   141.8   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    24.4    21.4    16.0    10.7     5.3     0.0
Diaphragm : M       0.0     0.3     0.3     0.7     1.6     2.4     3.2     4.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.7    20.6    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.0     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9    11.4    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   182.6   173.8   436.0   802.7  1045.3  1187.9  1217.4
            V     104.3    99.0    99.3    90.7    76.7    62.7    44.8    30.8
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   104.3    99.0    99.3    90.7    77.3    64.4    51.9    39.9
            M       0.0   186.1   177.3   436.0   767.9   976.7  1059.4  1022.6
Total     : M+      0.0   336.2   320.1   806.0  1496.3  1970.2  2251.9  2328.4
            V     172.5   162.3   162.8   146.4   118.5    90.6    58.9    30.9
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   172.5   162.3   162.8   146.4   119.1    92.3    66.0    40.0
            M       0.0   339.7   323.6   806.0  1461.4  1901.6  2123.5  2133.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.78   62.67   65.00
Self wt.  : M     364.7   317.2   237.9   126.9    50.2    52.7     0.0
(Max)       V       4.8     9.6    14.3    19.1    21.8    21.7    23.4
DL-Prec.  : M      56.3    48.9    36.7    19.6     7.7     8.1     0.0
DC(Max)     V       0.7     1.5     2.2     2.9     3.4     3.4     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.8    56.1    58.9     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.4    24.3    26.2
Diaphragm : M       3.2     2.4     1.6     0.7     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     149.8   130.3    97.7    52.1    20.6    21.7     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.0     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8    11.4    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
LL + I    : M+   1187.9  1045.3   802.7   436.0   173.8   182.6     0.0
            V      44.8    62.7    76.7    90.7    99.3    99.0   104.3
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    51.9    64.4    77.3    90.7    99.3    99.0   104.3
            M    1059.4   976.7   767.9   436.0   177.3   186.1     0.0
Total     : M+   2251.9  1970.2  1496.3   806.0   320.1   336.2     0.0
            V      58.9    90.6   118.5   146.4   162.8   162.3   172.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    66.0    92.3   119.1   146.4   162.8   162.3   172.5
            M    2123.5  1901.6  1461.4   806.0   323.6   339.7     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               23.4             23.4
Deck+Haunch            26.2             26.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.6              3.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           48.1             48.1
DL-Comp.(DW)           26.5             26.5
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
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, 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    52.7    50.2   126.9   237.9   317.2   364.7   380.6
(Max)       V      23.4    21.7    21.8    19.1    14.3     9.6     4.8     0.0
DL-Prec.  : M       0.0     8.1     7.7    19.6    36.7    48.9    56.3    58.7
DC(Max)     V       3.6     3.4     3.4     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    58.9    56.1   141.8   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    24.4    21.4    16.0    10.7     5.3     0.0
Diaphragm : M       0.0     0.3     0.3     0.7     1.6     2.4     3.2     4.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.7    20.6    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.0     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9    11.4    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   146.1   139.1   348.8   642.2   836.2   950.3   973.9
            V      83.4    79.2    79.4    72.6    61.4    50.1    35.9    24.6
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    83.4    79.2    79.4    72.6    61.8    51.5    41.6    31.9
            M       0.0   148.9   141.9   348.8   614.3   781.4   847.6   818.1
Total     : M+      0.0   299.7   285.3   718.8  1335.7  1761.1  2014.3  2084.9
            V     151.7   142.5   143.0   128.3   103.2    78.1    49.9    24.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   151.7   142.5   143.0   128.3   103.7    79.4    55.6    32.0
            M       0.0   302.5   288.1   718.8  1307.8  1706.3  1911.6  1929.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.78   62.67   65.00
Self wt.  : M     364.7   317.2   237.9   126.9    50.2    52.7     0.0
(Max)       V       4.8     9.6    14.3    19.1    21.8    21.7    23.4
DL-Prec.  : M      56.3    48.9    36.7    19.6     7.7     8.1     0.0
DC(Max)     V       0.7     1.5     2.2     2.9     3.4     3.4     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.8    56.1    58.9     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.4    24.3    26.2
Diaphragm : M       3.2     2.4     1.6     0.7     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     149.8   130.3    97.7    52.1    20.6    21.7     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.0     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8    11.4    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
LL + I    : M+    950.3   836.2   642.2   348.8   139.1   146.1     0.0
            V      35.9    50.1    61.4    72.6    79.4    79.2    83.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    41.6    51.5    61.8    72.6    79.4    79.2    83.4
            M     847.6   781.4   614.3   348.8   141.9   148.9     0.0
Total     : M+   2014.3  1761.1  1335.7   718.8   285.3   299.7     0.0
            V      49.9    78.1   103.2   128.3   143.0   142.5   151.7
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    55.6    79.4   103.7   128.3   143.0   142.5   151.7
            M    1911.6  1706.3  1307.8   718.8   288.1   302.5     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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    65.9    62.7   158.7   297.4   396.5   455.9   475.7
(Max)       V      29.3    27.2    27.3    23.9    17.9    11.9     6.0     0.0
Self wt.  : M       0.0    47.4    45.2   114.2   214.1   285.5   328.3   342.5
(Min)       V      21.1    19.6    19.6    17.2    12.9     8.6     4.3     0.0
DL-Prec.  : M       0.0    10.2     9.7    24.5    45.9    61.2    70.3    73.4
DC(Max)     V       4.5     4.2     4.2     3.7     2.8     1.8     0.9     0.0
DL-Prec.  : M       0.0     7.3     7.0    17.6    33.0    44.0    50.6    52.8
DC(Min)     V       3.3     3.0     3.0     2.7     2.0     1.3     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    73.6    70.1   177.2   332.1   442.8   509.2   531.3
Haunch (Max)V      32.7    30.3    30.5    26.7    20.0    13.3     6.7     0.0
Deck +    : M       0.0    53.0    50.4   127.6   239.1   318.8   366.6   382.5
Haunch (Min)V      23.5    21.8    21.9    19.2    14.4     9.6     4.8     0.0
Diaphragm : M       0.0     0.4     0.3     0.9     2.0     3.0     4.0     5.1
(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     0.7     1.4     2.2     2.9     3.7
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    27.1    25.8    65.2   122.2   162.8   187.3   195.4
DC(Max)     V      12.0    11.2    11.2     9.8     7.4     4.9     2.5     0.0
DL-Comp   : M       0.0    19.5    18.6    46.9    87.9   117.3   134.8   140.7
DC(Min)     V       8.7     8.0     8.1     7.1     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    17.9    17.1    43.2    80.9   107.8   124.0   129.4
DW(Max)     V       8.0     7.4     7.4     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0     7.8     7.4    18.7    35.1    46.7    53.7    56.1
DW(Min)     V       3.5     3.2     3.2     2.8     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   319.5   304.2   763.1  1404.8  1829.2  2078.8  2130.5
            V     182.5   173.2   173.7   158.7   134.2   109.7    78.4    53.9
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   182.5   173.2   173.7   158.7   135.2   112.7    90.9    69.8
            M       0.0   325.7   310.3   763.1  1343.8  1709.3  1854.0  1789.6
Total     : M+      0.0   514.5   489.9  1232.7  2285.2  3003.3  3429.5  3540.8
            V     269.2   253.6   254.4   229.5   187.3   145.1    96.3    54.1
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   269.2   253.6   254.4   229.5   188.3   148.1   108.7    70.0
            M       0.0   520.7   496.0  1232.7  2224.2  2883.4  3204.8  3199.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.78   62.67   65.00
Self wt.  : M     455.9   396.5   297.4   158.7    62.7    65.9     0.0
(Max)       V       6.0    11.9    17.9    23.9    27.3    27.2    29.3
Self wt.  : M     328.3   285.5   214.1   114.2    45.2    47.4     0.0
(Min)       V       4.3     8.6    12.9    17.2    19.6    19.6    21.1
DL-Prec.  : M      70.3    61.2    45.9    24.5     9.7    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.2     4.2     4.5
DL-Prec.  : M      50.6    44.0    33.0    17.6     7.0     7.3     0.0
DC(Min)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     509.2   442.8   332.1   177.2    70.1    73.6     0.0
Haunch (Max)V       6.7    13.3    20.0    26.7    30.5    30.3    32.7
Deck +    : M     366.6   318.8   239.1   127.6    50.4    53.0     0.0
Haunch (Min)V       4.8     9.6    14.4    19.2    21.9    21.8    23.5
Diaphragm : M       4.0     3.0     2.0     0.9     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.9     2.2     1.4     0.7     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     187.3   162.8   122.2    65.2    25.8    27.1     0.0
DC(Max)     V       2.5     4.9     7.4     9.8    11.2    11.2    12.0
DL-Comp   : M     134.8   117.3    87.9    46.9    18.6    19.5     0.0
DC(Min)     V       1.8     3.5     5.3     7.1     8.1     8.0     8.7
DL-Comp   : M     124.0   107.8    80.9    43.2    17.1    17.9     0.0
DW(Max)     V       1.6     3.3     4.9     6.5     7.4     7.4     8.0
DL-Comp   : M      53.7    46.7    35.1    18.7     7.4     7.8     0.0
DW(Min)     V       0.7     1.4     2.1     2.8     3.2     3.2     3.5
LL + I    : M+   2078.8  1829.2  1404.8   763.1   304.2   319.5     0.0
            V      78.4   109.7   134.2   158.7   173.7   173.2   182.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    90.9   112.7   135.2   158.7   173.7   173.2   182.5
            M    1854.0  1709.3  1343.8   763.1   310.3   325.7     0.0
Total     : M+   3429.5  3003.3  2285.2  1232.7   489.9   514.5     0.0
            V      96.3   145.1   187.3   229.5   254.4   253.6   269.2
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   108.7   148.1   188.3   229.5   254.4   253.6   269.2
            M    3204.8  2883.4  2224.2  1232.7   496.0   520.7     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.3             29.3
Deck+Haunch            32.7             32.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            4.5              4.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           60.1             60.1
DL-Comp.(DW)           39.8             39.8
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    52.7    50.2   126.9   237.9   317.2   364.7   380.6
(Max)       V      23.4    21.7    21.8    19.1    14.3     9.6     4.8     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     8.1     7.7    19.6    36.7    48.9    56.3    58.7
DC(Max)     V       3.6     3.4     3.4     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    58.9    56.1   141.8   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    24.4    21.4    16.0    10.7     5.3     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     0.7     1.6     2.4     3.2     4.1
(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    21.7    20.6    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.0     7.9     5.9     3.9     2.0     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    11.9    11.4    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     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   182.6   173.9   428.7   759.1   979.9  1077.2  1020.8
            V     105.8   100.0   100.3    91.1    76.4    59.9    45.2    34.8
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   105.8   100.0   100.3    91.1    76.4    61.7    48.2    37.3
            M       0.0   182.6   173.9   428.7   759.1   935.7   984.2   956.4
Total     : M+      0.0   336.2   320.2   798.7  1452.6  1904.8  2141.3  2131.8
            V     174.0   163.4   163.9   146.8   118.2    87.9    59.3    34.9
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   174.0   163.4   163.9   146.8   118.2    89.6    62.3    37.4
            M       0.0   336.2   320.2   798.7  1452.6  1860.6  2048.2  2067.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.78   62.67   65.00
Self wt.  : M     364.7   317.2   237.9   126.9    50.2    52.7     0.0
(Max)       V       4.8     9.6    14.3    19.1    21.8    21.7    23.4
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      56.3    48.9    36.7    19.6     7.7     8.1     0.0
DC(Max)     V       0.7     1.5     2.2     2.9     3.4     3.4     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.8    56.1    58.9     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.4    24.3    26.2
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       3.2     2.4     1.6     0.7     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     149.8   130.3    97.7    52.1    20.6    21.7     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.0     8.9     9.6
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      82.7    71.9    53.9    28.8    11.4    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
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+   1077.2   979.9   759.1   428.7   173.9   182.6     0.0
            V      45.2    59.9    76.4    91.1   100.3   100.0   105.8
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    48.2    61.7    76.4    91.1   100.3   100.0   105.8
            M     984.2   935.7   759.1   428.7   173.9   182.6     0.0
Total     : M+   2141.3  1904.8  1452.6   798.7   320.2   336.2     0.0
            V      59.3    87.9   118.2   146.8   163.9   163.4   174.0
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    62.3    89.6   118.2   146.8   163.9   163.4   174.0
            M    2048.2  1860.6  1452.6   798.7   320.2   336.2     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    6.63   13.27   19.90   26.53   33.17
 
Beam-Self
Precast-top    0.111   0.231   0.410   0.537   0.613   0.638 
Bottom        -0.092  -0.192  -0.339  -0.443  -0.504  -0.525 
 
Prestress
Precast-top   -0.187  -0.244  -0.348  -0.451  -0.553  -0.553 
Bottom         1.910   1.956   2.039   2.121   2.202   2.202 
 
Total
Precast-top   -0.076  -0.013   0.062   0.086   0.059   0.085 
Bottom         1.818   1.764   1.700   1.678   1.698   1.677 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.51 %)
             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    5.97   12.60   19.23   25.87   32.50
 
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   0.014   0.013   0.034   0.063   0.084   0.096   0.100 
Precast-top   -0.031   0.036   0.034   0.271   0.605   0.817   0.905   0.967 
Bottom         0.385   1.518   1.462   1.291   0.968   0.761   0.668   0.611 
 

 
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    6.63   13.27   19.90   26.53   33.17
 
Beam-Self
Precast-top    0.111   0.231   0.410   0.537   0.613   0.638 
Bottom        -0.092  -0.192  -0.339  -0.443  -0.504  -0.525 
 
Prestress
Precast-top   -0.187  -0.244  -0.348  -0.451  -0.553  -0.553 
Bottom         1.910   1.956   2.039   2.121   2.202   2.202 
 
Total
Precast-top   -0.076  -0.013   0.062   0.086   0.059   0.085 
Bottom         1.818   1.764   1.700   1.678   1.698   1.677 
 
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 = 10.51 %)
             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    5.97   12.60   19.23   25.87   32.50
 
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    5.97   12.60   19.23   25.87   32.50
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   0.083   0.079   0.195   0.346   0.447   0.493   0.472 
Precast-top   -0.015   0.067   0.063   0.250   0.504   0.668   0.738   0.754 
Bottom         0.192   0.599   0.579   0.271  -0.178  -0.472  -0.600  -0.580 
 

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
    269.2    6.5   49.5    0.446   2.0   6.00e-3 50.0    275.4     1.331    2.347      0.06
      0.0    0.4   49.3     41.9 0.154      21.7 0.87    12.00     0.101    1.615 
Transfer:   3.00
    253.6    6.5   49.5    2.011   9.0   1.90e-3 35.7    224.5     0.663    1.760      0.00
    520.7    1.8   48.6    189.0 0.144      48.4 1.98    12.00     0.101    1.714 
Critical:   4.71
    242.2    6.5   49.5    2.210   9.0   0.77e-3 31.7    185.9     0.473    1.320      0.00
    856.6    2.0   48.5    189.0 0.137      74.2 3.04    12.00     0.101    1.791 
0.1L    :   6.63
    229.5    6.5   49.5    2.433   9.0   0.95e-3 32.3    177.8     0.465    0.827      0.00
   1232.7    2.2   48.4    189.0 0.130      68.2 2.80    12.00     0.101    1.542 
0.2L    :  13.27
    188.3    6.5   47.1    3.472   9.0   1.08e-3 32.8    139.1     0.392    0.620      0.00
   2224.2    2.8   45.7    189.0 0.112      61.1 2.65    24.00     0.101    1.388 
0.3L    :  19.90
    148.1    6.5   48.3    3.472   9.0   2.23e-3 36.8    113.1     0.361    0.496      0.00
   2883.4    2.8   46.9    189.0 0.085      42.5 1.80    24.00     0.101    1.258 
0.4L    :  26.53
    108.7    6.5   49.5    3.472   0.0   2.54e-3 37.9     80.8     0.262    0.413      0.00
   3204.8    2.8   48.1    189.0 0.064      40.0 1.65    24.00     0.101    1.388 
0.5L    :  33.17
     70.0    6.5   49.5    3.472   0.0   2.14e-3 36.5     33.2     0.102    0.413      0.00
   3199.9    2.8   48.1    189.0 0.041      44.6 1.84    24.00     0.101    2.302 
0.6L    :  39.80
    108.7    6.5   49.5    3.472   0.0   2.54e-3 37.9     80.8     0.262    0.413      0.00
   3204.8    2.8   48.1    189.0 0.064      40.0 1.65    24.00     0.101    1.388 
0.7L    :  46.43
    148.1    6.5   48.3    3.472   9.0   2.23e-3 36.8    113.1     0.361    0.496      0.00
   2883.4    2.8   46.9    189.0 0.085      42.5 1.80    24.00     0.101    1.258 
0.8L    :  53.06
    188.3    6.5   47.1    3.472   9.0   1.08e-3 32.8    139.1     0.392    0.620      0.00
   2224.2    2.8   45.7    189.0 0.112      61.1 2.65    24.00     0.101    1.388 
0.9L    :  59.70
    229.5    6.5   49.5    2.433   9.0   0.95e-3 32.3    177.8     0.465    0.827      0.00
   1232.7    2.2   48.4    189.0 0.130      68.2 2.80    12.00     0.101    1.542 
Critical:  61.62
    242.2    6.5   49.5    2.210   9.0   0.77e-3 31.7    185.9     0.473    1.320      0.00
    856.6    2.0   48.5    189.0 0.137      74.2 3.04    12.00     0.101    1.791 
Transfer:  63.33
    253.6    6.5   49.5    2.011   9.0   1.90e-3 35.7    224.5     0.663    1.760      0.00
    520.7    1.8   48.6    189.0 0.144      48.4 1.98    12.00     0.101    1.714 
Bearing :  65.67
    269.2    6.5   49.5    0.446   2.0   6.00e-3 50.0    275.4     1.331    2.347      0.06
      0.0    0.4   49.3     41.9 0.154      21.7 0.87    12.00     0.101    1.615 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  680.58
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.36
 
 
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
    269.2      6.06     49.54    0.41       49.33    24.00      0.300      1.271      0.000      0.000*
Transfer:      2.33
    253.6      5.80     49.54    1.85       48.61    24.00      0.300      1.183      0.000      1.760 
Critical:      4.04
    242.3      5.55     49.54    2.03       48.52    24.00      0.300      1.100      0.000      1.320 
0.1L    :      5.97
    229.5      5.27     49.54    2.23       48.42    24.00      0.300      1.006      0.000      0.827 
0.2L    :     12.60
    188.3      4.58     47.12    2.77       45.74    24.00      0.300      0.775      0.000      0.620 
0.3L    :     19.23
    148.1      3.51     48.31    2.77       46.93    24.00      0.300      0.419      0.000      0.496 
0.4L    :     25.87
    108.7      2.51     49.50    2.78       48.11    24.00      0.300      0.087      0.000      0.413 
0.5L    :     32.50
     70.0      1.62     49.50    2.78       48.11    24.00      0.300      0.000      0.000      0.413 
0.6L    :     39.13
    108.7      2.51     49.50    2.78       48.11    24.00      0.300      0.087      0.000      0.413 
0.7L    :     45.77
    148.1      3.51     48.31    2.77       46.93    24.00      0.300      0.419      0.000      0.496 
0.8L    :     52.40
    188.3      4.58     47.12    2.77       45.74    24.00      0.300      0.775      0.000      0.620 
0.9L    :     59.03
    229.5      5.27     49.54    2.23       48.42    24.00      0.300      1.006      0.000      0.827 
Critical:     60.96
    242.3      5.55     49.54    2.03       48.52    24.00      0.300      1.100      0.000      1.320 
Transfer:     62.67
    253.6      5.80     49.54    1.85       48.61    24.00      0.300      1.183      0.000      1.760 
Bearing :     65.00
    269.2      6.06     49.54    0.41       49.33    24.00      0.300      1.271      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.97 ft
Prestress      :       0.345  1.80      0.622  2.20      0.760
Self Wt.       :      -0.118  1.85     -0.218  2.40     -0.283
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          :       0.228            0.404            0.477
 
At 0.2 x L = 12.60 ft
Prestress      :       0.623  1.80      1.121  2.20      1.370
Self Wt.       :      -0.222  1.85     -0.411  2.40     -0.533
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          :       0.401            0.710            0.837
 
At 0.3 x L = 19.23 ft
Prestress      :       0.824  1.80      1.484  2.20      1.813
Self Wt.       :      -0.303  1.85     -0.561  2.40     -0.727
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          :       0.521            0.923            1.086
 
At 0.4 x L = 25.87 ft
Prestress      :       0.945  1.80      1.702  2.20      2.080
Self Wt.       :      -0.354  1.85     -0.654  2.40     -0.849
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          :       0.592            1.047            1.231
 
At 0.5 x L = 32.50 ft
Prestress      :       0.988  1.80      1.778  2.20      2.173
Self Wt.       :      -0.371  1.85     -0.687  2.40     -0.891
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          :       0.616            1.091            1.281
 
At 0.6 x L = 39.13 ft
Prestress      :       0.945  1.80      1.702  2.20      2.080
Self Wt.       :      -0.354  1.85     -0.654  2.40     -0.849
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          :       0.592            1.047            1.231
 
At 0.7 x L = 45.77 ft
Prestress      :       0.824  1.80      1.484  2.20      1.813
Self Wt.       :      -0.303  1.85     -0.561  2.40     -0.727
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          :       0.521            0.923            1.086
 
At 0.8 x L = 52.40 ft
Prestress      :       0.623  1.80      1.121  2.20      1.370
Self Wt.       :      -0.222  1.85     -0.411  2.40     -0.533
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          :       0.401            0.710            0.837
 
At 0.9 x L = 59.03 ft
Prestress      :       0.345  1.80      0.622  2.20      0.760
Self Wt.       :      -0.118  1.85     -0.218  2.40     -0.283
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          :       0.228            0.404            0.477
 

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
   514.5    45.3  2.298  266.4    2.2   1.85   2263.3  0.068T 1.00       -       -     -     -  
H/2     :   2.22
   489.9    45.3  2.209  266.5    2.1   1.78   2177.4  0.071T 1.00       -       -     -     -  
0.1L    :   5.97
  1232.7    45.9  2.780  265.7    2.6   2.23   2759.1  0.056T 1.00       -       -     -     -  
0.2L    :  12.60
  2285.2    47.1  3.472  264.8    3.3   2.77   3503.8  0.044T 1.00    789.4   789.4    4.44    -  
0.3L    :  19.23
  3003.3    48.3  3.472  264.9    3.3   2.77   3596.5  0.044T 1.00    698.2   698.2    5.15    -  
0.4L    :  25.87
  3429.5    49.5  3.472  265.0    3.3   2.78   3689.1  0.044T 1.00    646.6   646.6    5.71    -  
0.5L    :  32.50
  3540.8    49.5  3.472  265.0    3.3   2.78   3689.1  0.044T 1.00    627.1   627.1    5.88    -  
0.6L    :  39.13
  3429.5    49.5  3.472  265.0    3.3   2.78   3689.1  0.044T 1.00    646.6   646.6    5.71    -  
0.7L    :  45.77
  3003.3    48.3  3.472  264.9    3.3   2.77   3596.5  0.044T 1.00    698.2   698.2    5.15    -  
0.8L    :  52.40
  2285.2    47.1  3.472  264.8    3.3   2.77   3503.8  0.044T 1.00    789.4   789.4    4.44    -  
0.9L    :  59.03
  1232.7    45.9  2.780  265.7    2.6   2.23   2759.1  0.056T 1.00       -       -     -     -  
H/2     :  62.78
   489.9    45.3  2.209  266.5    2.1   1.78   2177.4  0.071T 1.00       -       -     -     -  
Transfer:  62.67
   514.5    45.3  2.298  266.4    2.2   1.85   2263.3  0.068T 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 1-8; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.019
        M   2.00 Fb     0.203
 
  2   2 E  42.00 Ft     0.338
        M   4.00 Fb     0.158
 
  3   2 E   6.00 Ft     0.292
        M   6.00 Fb     0.416
 
  4   2 E   6.00 Ft     0.246
        M   6.00 Fb     0.673
 
  5   2 E   6.00 Ft     0.200
        M   6.00 Fb     0.931
 
  6   2 E   2.00 Ft     0.108
        M   2.00 Fb     1.226
 
  7   2 E   2.00 Ft     0.016
        M   2.00 Fb     1.522
 
  8   2 E   2.00 Ft    -0.076
        M   2.00 Fb     1.818
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 66.33            Release Length, ft: 66.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  16
No. of strands, Draped:   2           No. of strands, Straight:  14
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.04 %               Final losses: 11.18 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       1.818     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.076       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3689.10     3540.79     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   0.100     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   0.967     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.518    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.754     Midspan
    Pre.Bot:                                                             2.400   0.599    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.988  1.80      1.778  2.20      2.173
Self Wt.       :      -0.371  1.85     -0.687  2.40     -0.891
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          :       0.616            1.091            1.281
 
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

