 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTC85 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 85 feet, girder spacing is 9.25 feet, and deck overhang width is 3 feet 
                     and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) Hold-down points are at 0.4*(total length of beam)
                     (9) The beam lifting and supporting points are both assumed are 1.375 feet and 11 feet from 
                     the girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 6 ksi and 7 ksi, respectively.
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_e5f.tmp\BTC85-0_40\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       44.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.834
Number of spans         =            1
Number of lanes         =            3
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       34.000
Bridge c/s,MI(Ixx), in4 =   2325663.75
 
SPAN DATA
---------
Precast length    , ft =     86.330
Bearing-to-bearing, ft =     85.000
Release span      , ft =     86.330
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTC    3.500    691.8   178971.0  45.00  20.74  34.00   8.125
 2               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 3               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 4               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 5               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   8.125
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      7.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5131.520        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      6.000 
Eci ,ksi      =   4877.010
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.40L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: YES
------------------------------------------------
Left Barrier Weight, klf                 0.650
Right Barrier Weight, klf                0.650
Left Curb Weight, klf                    0.000
Right Curb Weight, klf                   0.000
Left Sidewalk, klf                       0.000
Right Sidewalk, klf                      0.000
Future Wearing Surface, ksf              0.020
Sacrificial Wearing Surface, in          0.750
Stay in Place Deck Forms, klf            0.000
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.035    0.00       0.035   85.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   85.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   85.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   85.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   85.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   85.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   85.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   85.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   85.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   85.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   85.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   42.500
   1    2        0.500   42.500
   1    3        0.500   42.500
   1    4        0.500   42.500
   1    5        0.250   42.500
 
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   85.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   85.00   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    0.051     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              6.00 ksi 
  Elasticity          4877.0 ksi 
  Max comp              3.90 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.59 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      7.00 ksi    4.00 ksi 
  Elasticity 5131.52 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.20 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.15 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.80 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.50 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    6.00        7.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    6.00        7.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    6.00        7.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    6.00        7.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    6.00        7.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 26 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 34.53 ft from member end )
 
END PATTERN (Ycg = 9.38 in):
 
  10 @  2.000 in 6 @  4.000 in 6 @  6.000 in 2 @ 40.000 in 
  2 @ 42.000 in                                            
 
MID PATTERN (Ycg = 3.54 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 6 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75  0.1250  0.5833 No        
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  1.7500  2.5000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.5000  4.5000 Yes       
       2 US#5[M16]  60.0  0.62    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  8.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.9167 20.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 20.9167 29.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 29.6670 56.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 56.6631 65.4134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 65.4134 77.4134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 77.4134 81.1634 Yes       
       2 US#5[M16]  60.0  0.62    8.00 81.1634 81.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 81.8301 83.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 83.8301 84.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 84.5801 85.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 85.7467 86.2051 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 86.3300       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:
 26 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 34.53 ft from member end )
 
END PATTERN (Ycg = 9.38 in):
 
  10 @  2.000 in 6 @  4.000 in 6 @  6.000 in 2 @ 40.000 in 
  2 @ 42.000 in                                            
 
MID PATTERN (Ycg = 3.54 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 6 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75  0.1250  0.5833 No        
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  1.7500  2.5000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.5000  4.5000 Yes       
       2 US#5[M16]  60.0  0.62    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  8.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.9167 20.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 20.9167 29.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 29.6670 56.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 56.6631 65.4134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 65.4134 77.4134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 77.4134 81.1634 Yes       
       2 US#5[M16]  60.0  0.62    8.00 81.1634 81.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 81.8301 83.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 83.8301 84.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 84.5801 85.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 85.7467 86.2051 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 86.3300       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:
 26 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 34.53 ft from member end )
 
END PATTERN (Ycg = 9.38 in):
 
  10 @  2.000 in 6 @  4.000 in 6 @  6.000 in 2 @ 40.000 in 
  2 @ 42.000 in                                            
 
MID PATTERN (Ycg = 3.54 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 6 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75  0.1250  0.5833 No        
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  1.7500  2.5000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.5000  4.5000 Yes       
       2 US#5[M16]  60.0  0.62    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  8.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.9167 20.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 20.9167 29.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 29.6670 56.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 56.6631 65.4134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 65.4134 77.4134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 77.4134 81.1634 Yes       
       2 US#5[M16]  60.0  0.62    8.00 81.1634 81.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 81.8301 83.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 83.8301 84.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 84.5801 85.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 85.7467 86.2051 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 86.3300       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:
 26 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 34.53 ft from member end )
 
END PATTERN (Ycg = 9.38 in):
 
  10 @  2.000 in 6 @  4.000 in 6 @  6.000 in 2 @ 40.000 in 
  2 @ 42.000 in                                            
 
MID PATTERN (Ycg = 3.54 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 6 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75  0.1250  0.5833 No        
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  1.7500  2.5000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.5000  4.5000 Yes       
       2 US#5[M16]  60.0  0.62    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  8.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.9167 20.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 20.9167 29.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 29.6670 56.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 56.6631 65.4134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 65.4134 77.4134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 77.4134 81.1634 Yes       
       2 US#5[M16]  60.0  0.62    8.00 81.1634 81.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 81.8301 83.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 83.8301 84.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 84.5801 85.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 85.7467 86.2051 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 86.3300       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:
 26 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 34.53 ft from member end )
 
END PATTERN (Ycg = 9.38 in):
 
  10 @  2.000 in 6 @  4.000 in 6 @  6.000 in 2 @ 40.000 in 
  2 @ 42.000 in                                            
 
MID PATTERN (Ycg = 3.54 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 6 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75  0.1250  0.5833 No        
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  1.7500  2.5000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.5000  4.5000 Yes       
       2 US#5[M16]  60.0  0.62    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  8.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.9167 20.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 20.9167 29.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 29.6670 56.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 56.6631 65.4134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 65.4134 77.4134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 77.4134 81.1634 Yes       
       2 US#5[M16]  60.0  0.62    8.00 81.1634 81.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 81.8301 83.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 83.8301 84.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 84.5801 85.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 85.7467 86.2051 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 86.3300       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   85.00
     DC  Line       0.052      0.00       0.052   85.00
     DC  Line       0.076      0.00       0.076   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.330 ft
Release length = 86.330 ft
Design  length = 85.000 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)  : 0.732   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.934   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.029   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 1
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        691.8 in2           1334.1 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           453733 in4#
Ht. of c.g.           =        20.74 in             34.48 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1525.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8314

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     7.97    16.60    25.23    33.87    42.50
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    697.9    719.1    718.1    719.1    719.1    719.1    719.1    719.1
  Yb      ,  in    20.64    20.29    20.31    20.25    20.20    20.14    20.09    20.09
  MI(Ixx) , in4   179761   182671   182521   183290   184331   185484   186750   186750
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1339.8   1359.8   1358.8   1359.8   1359.8   1359.8   1359.8   1359.8
  Yb      ,  in    34.38    34.00    34.02    33.98    33.95    33.93    33.90    33.90
  MI(Ixx) , in4   457338   470261   469608   471515   473526   475645   477871   477871

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  26 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 34.53 ft from member end )
END PATTERN (Ycg = 9.38 in):
    10 @  2.000 in     6 @  4.000 in     6 @  6.000 in     2 @ 40.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.54 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     6 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    5.64 in2      Initial Pull          =     1105.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.706 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.633 ft
Holddown Force        =  15.538 kips     Beam Shrtng (PL/AE)   =      0.327 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)       
--------------------------------------------------------------------------------------
      2245.740         740 1661.847     15.361 62211.688   883.525     546.463        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      0.5833     No
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       4.50       1.7500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.5000      4.5000    Yes
      2      US#5[M16]       60.00        0.62       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      8.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.9167     20.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.9167     29.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      29.6670     56.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      56.6631     65.4134    Yes
      2      US#5[M16]       60.00        0.62      12.00      65.4134     77.4134    Yes
      2      US#5[M16]       60.00        0.62       9.00      77.4134     81.1634    Yes
      2      US#5[M16]       60.00        0.62       8.00      81.1634     81.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      81.8301     83.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      83.8301     84.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      84.5801     85.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      85.7467     86.2051     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 86.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.6420 in2       Ycg =  3.54 in
         P_init    =     1105.9 kips  Ecc = 17.20 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    13.17 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.254 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.19 ksi    0.00 ksi
    due to Composite Loads                                 -1.76 ksi    0.00 ksi
    due to Live Loads                                      -6.07 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        11.42 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 13.17 ksi  ( 6.72 %)             9.37 ksi ( 4.78 %)
Total Prestress Losses                                    22.54 ksi (11.50 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    69.5    66.2   221.2   409.1   543.4   624.0   650.8
(Max)       V      30.6    28.9    29.0    24.9    18.7    12.4     6.2     0.0
DL-Prec.  : M       0.0    15.7    15.0    50.1    92.6   123.0   141.3   147.4
DC(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.7    73.9   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    32.4    27.8    20.8    13.9     6.9     0.0
Diaphragm : M       0.0     0.3     0.3     1.0     2.1     3.2     4.2     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.6    27.2    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.9    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    15.0    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   202.4   192.7   639.5  1168.5  1527.1  1739.6  1792.5
            V     115.7   111.3   111.5   100.6    85.1    69.5    48.4    32.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   115.7   111.3   111.5   100.6    85.9    71.9    58.4    45.4
            M      -0.0   207.9   198.0   639.5  1109.0  1410.1  1537.2  1501.7
Total     : M+      0.0   410.0   390.2  1299.7  2390.1  3149.9  3603.7  3737.7
            V     207.1   197.7   198.1   174.9   140.8   106.7    67.1    33.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   207.1   197.7   198.1   174.9   141.7   109.1    77.0    45.6
            M      -0.0   415.5   395.5  1299.7  2330.6  3032.9  3401.2  3446.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.78   82.67   85.00
Self wt.  : M     624.0   543.4   409.1   221.2    66.2    69.5     0.0
(Max)       V       6.2    12.4    18.7    24.9    29.0    28.9    30.6
DL-Prec.  : M     141.3   123.0    92.6    50.1    15.0    15.7     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     696.9   606.9   456.9   247.0    73.9    77.7     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    32.4    32.3    34.2
Diaphragm : M       4.2     3.2     2.1     1.0     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     256.3   223.2   168.1    90.8    27.2    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.9    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    15.0    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1739.6  1527.1  1168.5   639.5   192.7   202.4     0.0
            V      48.4    69.5    85.1   100.6   111.5   111.3   115.7
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    58.4    71.9    85.9   100.6   111.5   111.3   115.7
            M    1537.2  1410.1  1109.0   639.5   198.0   207.9    -0.0
Total     : M+   3603.7  3149.9  2390.1  1299.7   390.2   410.0     0.0
            V      67.1   106.7   140.8   174.9   198.1   197.7   207.1
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    77.0   109.1   141.7   174.9   198.1   197.7   207.1
            M    3401.2  3032.9  2330.6  1299.7   395.5   415.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               30.6             30.6
Deck+Haunch            34.2             34.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.9              6.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           34.7             34.7
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    69.5    66.2   221.2   409.1   543.4   624.0   650.8
(Max)       V      30.6    28.9    29.0    24.9    18.7    12.4     6.2     0.0
DL-Prec.  : M       0.0    15.7    15.0    50.1    92.6   123.0   141.3   147.4
DC(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.7    73.9   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    32.4    27.8    20.8    13.9     6.9     0.0
Diaphragm : M       0.0     0.3     0.3     1.0     2.1     3.2     4.2     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.6    27.2    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.9    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    15.0    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   162.0   154.1   511.6   934.8  1221.7  1391.7  1434.0
            V      92.6    89.0    89.2    80.5    68.1    55.6    38.8    26.3
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    92.6    89.0    89.2    80.5    68.7    57.5    46.7    36.4
            M      -0.0   166.3   158.4   511.6   887.2  1128.0  1229.8  1201.4
Total     : M+      0.0   369.6   351.7  1171.8  2156.4  2844.5  3255.8  3379.2
            V     184.0   175.4   175.8   154.8   123.8    92.8    57.4    26.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   184.0   175.4   175.8   154.8   124.5    94.7    65.4    36.5
            M      -0.0   373.9   355.9  1171.8  2108.8  2750.9  3093.8  3146.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.78   82.67   85.00
Self wt.  : M     624.0   543.4   409.1   221.2    66.2    69.5     0.0
(Max)       V       6.2    12.4    18.7    24.9    29.0    28.9    30.6
DL-Prec.  : M     141.3   123.0    92.6    50.1    15.0    15.7     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     696.9   606.9   456.9   247.0    73.9    77.7     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    32.4    32.3    34.2
Diaphragm : M       4.2     3.2     2.1     1.0     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     256.3   223.2   168.1    90.8    27.2    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.9    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    15.0    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1391.7  1221.7   934.8   511.6   154.1   162.0     0.0
            V      38.8    55.6    68.1    80.5    89.2    89.0    92.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    46.7    57.5    68.7    80.5    89.2    89.0    92.6
            M    1229.8  1128.0   887.2   511.6   158.4   166.3    -0.0
Total     : M+   3255.8  2844.5  2156.4  1171.8   351.7   369.6     0.0
            V      57.4    92.8   123.8   154.8   175.8   175.4   184.0
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    65.4    94.7   124.5   154.8   175.8   175.4   184.0
            M    3093.8  2750.9  2108.8  1171.8   355.9   373.9    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    86.9    82.7   276.4   511.4   679.2   780.0   813.5
(Max)       V      38.3    36.2    36.3    31.1    23.3    15.6     7.8     0.0
Self wt.  : M       0.0    62.6    59.6   199.0   368.2   489.1   561.6   585.7
(Min)       V      27.6    26.0    26.1    22.4    16.8    11.2     5.6     0.0
DL-Prec.  : M       0.0    19.7    18.7    62.6   115.8   153.8   176.6   184.2
DC(Max)     V       8.7     8.2     8.2     7.0     5.3     3.5     1.8     0.0
DL-Prec.  : M       0.0    14.2    13.5    45.1    83.4   110.7   127.2   132.6
DC(Min)     V       6.2     5.9     5.9     5.1     3.8     2.5     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    97.1    92.4   308.7   571.2   758.6   871.1   908.6
Haunch (Max)V      42.8    40.4    40.5    34.7    26.1    17.4     8.7     0.0
Deck +    : M       0.0    69.9    66.5   222.3   411.2   546.2   627.2   654.2
Haunch (Min)V      30.8    29.1    29.2    25.0    18.8    12.5     6.3     0.0
Diaphragm : M       0.0     0.4     0.3     1.2     2.6     3.9     5.3     6.6
(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     0.9     1.9     2.8     3.8     4.8
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    35.7    34.0   113.6   210.1   279.0   320.4   334.2
DC(Max)     V      15.7    14.9    14.9    12.8     9.6     6.4     3.2     0.0
DL-Comp   : M       0.0    25.7    24.5    81.8   151.2   200.9   230.7   240.6
DC(Min)     V      11.3    10.7    10.7     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    23.6    22.5    75.2   139.1   184.7   212.1   221.3
DW(Max)     V      10.4     9.8     9.9     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.2     9.8    32.6    60.3    80.1    91.9    95.9
DW(Min)     V       4.5     4.3     4.3     3.7     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   354.3   337.2  1119.1  2044.9  2672.4  3044.3  3136.9
            V     202.5   194.7   195.1   176.1   148.9   121.7    84.8    57.6
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   202.5   194.7   195.1   176.1   150.4   125.8   102.2    79.5
            M      -0.0   363.8   346.4  1119.1  1940.8  2467.6  2690.1  2628.0
Total     : M+      0.0   617.7   587.8  1956.9  3595.0  4731.8  5409.8  5605.2
            V     318.5   304.4   305.1   270.3   219.6   168.9   108.5    57.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   318.5   304.4   305.1   270.3   221.1   173.0   125.8    79.7
            M      -0.0   627.3   597.1  1956.9  3490.9  4527.0  5055.5  5096.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.78   82.67   85.00
Self wt.  : M     780.0   679.2   511.4   276.4    82.7    86.9     0.0
(Max)       V       7.8    15.6    23.3    31.1    36.3    36.2    38.3
Self wt.  : M     561.6   489.1   368.2   199.0    59.6    62.6     0.0
(Min)       V       5.6    11.2    16.8    22.4    26.1    26.0    27.6
DL-Prec.  : M     176.6   153.8   115.8    62.6    18.7    19.7     0.0
DC(Max)     V       1.8     3.5     5.3     7.0     8.2     8.2     8.7
DL-Prec.  : M     127.2   110.7    83.4    45.1    13.5    14.2     0.0
DC(Min)     V       1.3     2.5     3.8     5.1     5.9     5.9     6.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     871.1   758.6   571.2   308.7    92.4    97.1     0.0
Haunch (Max)V       8.7    17.4    26.1    34.7    40.5    40.4    42.8
Deck +    : M     627.2   546.2   411.2   222.3    66.5    69.9     0.0
Haunch (Min)V       6.3    12.5    18.8    25.0    29.2    29.1    30.8
Diaphragm : M       5.3     3.9     2.6     1.2     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.8     2.8     1.9     0.9     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     320.4   279.0   210.1   113.6    34.0    35.7     0.0
DC(Max)     V       3.2     6.4     9.6    12.8    14.9    14.9    15.7
DL-Comp   : M     230.7   200.9   151.2    81.8    24.5    25.7     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.7    10.7    11.3
DL-Comp   : M     212.1   184.7   139.1    75.2    22.5    23.6     0.0
DW(Max)     V       2.1     4.2     6.3     8.5     9.9     9.8    10.4
DL-Comp   : M      91.9    80.1    60.3    32.6     9.8    10.2     0.0
DW(Min)     V       0.9     1.8     2.7     3.7     4.3     4.3     4.5
LL + I    : M+   3044.3  2672.4  2044.9  1119.1   337.2   354.3     0.0
            V      84.8   121.7   148.9   176.1   195.1   194.7   202.5
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   102.2   125.8   150.4   176.1   195.1   194.7   202.5
            M    2690.1  2467.6  1940.8  1119.1   346.4   363.8    -0.0
Total     : M+   5409.8  4731.8  3595.0  1956.9   587.8   617.7     0.0
            V     108.5   168.9   219.6   270.3   305.1   304.4   318.5
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   125.8   173.0   221.1   270.3   305.1   304.4   318.5
            M    5055.5  4527.0  3490.9  1956.9   597.1   627.3    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               38.3             38.3
Deck+Haunch            42.8             42.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            8.7              8.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           52.1             52.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    69.5    66.2   221.2   409.1   543.4   624.0   650.8
(Max)       V      30.6    28.9    29.0    24.9    18.7    12.4     6.2     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    15.7    15.0    50.1    92.6   123.0   141.3   147.4
DC(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.7    73.9   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    32.4    27.8    20.8    13.9     6.9     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     1.0     2.1     3.2     4.2     5.3
(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    28.6    27.2    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.9    10.2     7.7     5.1     2.6     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    15.8    15.0    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   203.3   193.5   633.3  1127.0  1465.5  1633.0  1600.4
            V     117.1   112.8   113.0   102.2    87.3    67.1    52.2    37.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   117.1   112.8   113.0   102.2    87.3    72.4    57.5    42.9
            M       0.0   203.3   193.5   633.3  1127.0  1420.6  1514.0  1416.9
Total     : M+      0.0   410.8   391.0  1293.5  2348.6  3088.3  3497.1  3545.6
            V     208.5   199.2   199.6   176.5   143.1   104.4    70.9    37.4
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   208.5   199.2   199.6   176.5   143.1   109.6    76.2    43.0
            M       0.0   410.8   391.0  1293.5  2348.6  3043.4  3378.0  3362.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.78   82.67   85.00
Self wt.  : M     624.0   543.4   409.1   221.2    66.2    69.5     0.0
(Max)       V       6.2    12.4    18.7    24.9    29.0    28.9    30.6
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     141.3   123.0    92.6    50.1    15.0    15.7     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     696.9   606.9   456.9   247.0    73.9    77.7     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    32.4    32.3    34.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.2     3.2     2.1     1.0     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     256.3   223.2   168.1    90.8    27.2    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.9    11.9    12.6
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     141.4   123.2    92.7    50.1    15.0    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
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+   1633.0  1465.5  1127.0   633.3   193.5   203.3     0.0
            V      52.2    67.1    87.3   102.2   113.0   112.8   117.1
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    57.5    72.4    87.3   102.2   113.0   112.8   117.1
            M    1514.0  1420.6  1127.0   633.3   193.5   203.3     0.0
Total     : M+   3497.1  3088.3  2348.6  1293.5   391.0   410.8     0.0
            V      70.9   104.4   143.1   176.5   199.6   199.2   208.5
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    76.2   109.6   143.1   176.5   199.6   199.2   208.5
            M    3378.0  3043.4  2348.6  1293.5   391.0   410.8     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.146   0.392   0.694   0.907   1.032   1.075 
Bottom        -0.120  -0.320  -0.565  -0.735  -0.832  -0.866 
 
Prestress
Precast-top   -0.169  -0.303  -0.506  -0.706  -0.904  -0.904 
Bottom         2.940   3.045   3.202   3.356   3.506   3.506 
 
Total
Precast-top   -0.023   0.088   0.188   0.201   0.128   0.171 
Bottom         2.820   2.724   2.637   2.622   2.674   2.640 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.42 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top   -0.023  -0.150  -0.142  -0.269  -0.448  -0.626  -0.800  -0.800
Bottom         0.595   2.604   2.507   2.697   2.837   2.973   3.106   3.106
 
Self wt.
Precast-top   -0.000   0.113   0.107   0.358   0.661   0.874   0.999   1.042
Bottom        -0.000  -0.093  -0.088  -0.293  -0.538  -0.708  -0.805  -0.840
 
DL-Prec (DC)
Precast-top   -0.000   0.026   0.024   0.081   0.150   0.198   0.226   0.236
Bottom        -0.000  -0.021  -0.020  -0.066  -0.122  -0.160  -0.182  -0.190
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.002   0.003   0.005   0.007   0.009
Bottom        -0.000  -0.000  -0.000  -0.001  -0.003  -0.004  -0.005  -0.007
 
Deck + Haunch
Precast-top   -0.000   0.126   0.120   0.400   0.738   0.976   1.116   1.164
Bottom        -0.000  -0.104  -0.099  -0.328  -0.601  -0.791  -0.899  -0.938
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.011   0.037   0.068   0.090   0.104   0.108
Precast-top   -0.000   0.008   0.008   0.025   0.047   0.062   0.071   0.075
Bottom        -0.000  -0.025  -0.024  -0.079  -0.145  -0.191  -0.218  -0.228
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.006   0.020   0.038   0.050   0.057   0.060
Precast-top   -0.000   0.004   0.004   0.014   0.026   0.034   0.039   0.041
Bottom        -0.000  -0.014  -0.013  -0.043  -0.080  -0.105  -0.120  -0.126
 
LL+I(+)
Topping-top   -0.000   0.083   0.079   0.261   0.475   0.619   0.703   0.724
Precast-top   -0.000   0.057   0.054   0.179   0.327   0.427   0.485   0.500
Bottom        -0.000  -0.176  -0.167  -0.553  -1.005  -1.307  -1.481  -1.526
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.101   0.096   0.318   0.581   0.759   0.863   0.892 
Precast-top   -0.023   0.184   0.176   0.792   1.503   1.951   2.143   2.265 
Bottom         0.595   2.172   2.095   1.333   0.343  -0.294  -0.606  -0.748 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.017   0.057   0.106   0.140   0.161   0.168 
Precast-top   -0.023   0.127   0.122   0.612   1.176   1.524   1.658   1.765 
Bottom         0.595   2.348   2.263   1.886   1.349   1.013   0.875   0.777 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.146   0.392   0.694   0.907   1.032   1.075 
Bottom        -0.120  -0.320  -0.565  -0.735  -0.832  -0.866 
 
Prestress
Precast-top   -0.169  -0.303  -0.506  -0.706  -0.904  -0.904 
Bottom         2.940   3.045   3.202   3.356   3.506   3.506 
 
Total
Precast-top   -0.023   0.088   0.188   0.201   0.128   0.171 
Bottom         2.820   2.724   2.637   2.622   2.674   2.640 
 
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 = 11.42 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top   -0.023  -0.150  -0.142  -0.269  -0.448  -0.626  -0.800  -0.800
Bottom         0.595   2.604   2.507   2.697   2.837   2.973   3.106   3.106
 
Self wt.
Precast-top   -0.000   0.113   0.107   0.358   0.661   0.874   0.999   1.042
Bottom        -0.000  -0.093  -0.088  -0.293  -0.538  -0.708  -0.805  -0.840
 
DL-Prec (DC)
Precast-top   -0.000   0.026   0.024   0.081   0.150   0.198   0.226   0.236
Bottom        -0.000  -0.021  -0.020  -0.066  -0.122  -0.160  -0.182  -0.190
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.002   0.003   0.005   0.007   0.009
Bottom        -0.000  -0.000  -0.000  -0.001  -0.003  -0.004  -0.005  -0.007
 
Deck + Haunch
Precast-top   -0.000   0.126   0.120   0.400   0.738   0.976   1.116   1.164
Bottom        -0.000  -0.104  -0.099  -0.328  -0.601  -0.791  -0.899  -0.938
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.011   0.037   0.068   0.090   0.104   0.108
Precast-top   -0.000   0.008   0.008   0.025   0.047   0.062   0.071   0.075
Bottom        -0.000  -0.025  -0.024  -0.079  -0.145  -0.191  -0.218  -0.228
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.006   0.020   0.038   0.050   0.057   0.060
Precast-top   -0.000   0.004   0.004   0.014   0.026   0.034   0.039   0.041
Bottom        -0.000  -0.014  -0.013  -0.043  -0.080  -0.105  -0.120  -0.126
 
LL+I(+)
Topping-top   -0.000   0.066   0.063   0.209   0.380   0.495   0.562   0.579
Precast-top   -0.000   0.045   0.043   0.143   0.262   0.341   0.388   0.400
Bottom        -0.000  -0.141  -0.134  -0.442  -0.804  -1.046  -1.185  -1.221
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.084   0.080   0.266   0.486   0.636   0.723   0.747 
Precast-top   -0.023   0.173   0.165   0.756   1.438   1.865   2.046   2.165 
Bottom         0.595   2.207   2.129   1.444   0.545  -0.032  -0.310  -0.443 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
F_LL+I(+)
Topping-top   -0.000   0.083   0.079   0.258   0.458   0.594   0.660   0.647
Precast-top   -0.000   0.057   0.054   0.178   0.315   0.409   0.455   0.446
Bottom        -0.000  -0.176  -0.168  -0.548  -0.970  -1.254  -1.390  -1.362
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.092   0.088   0.287   0.511   0.664   0.740   0.730 
Precast-top   -0.012   0.121   0.115   0.484   0.903   1.171   1.284   1.329 
Bottom         0.297   0.998   0.963   0.396  -0.295  -0.748  -0.953  -0.974 
 

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
    318.5    6.5   49.6    0.701   3.1   6.00e-3 50.0    327.4     1.584    3.017      0.00
      0.0    0.7   49.3     41.9 0.156      23.4 0.87    12.00     0.109    1.593 
Transfer:   3.00
    304.4    6.5   49.6    3.164  13.8  -0.00e-3 29.0    198.4     0.457    1.760      0.00
    627.3    3.0   48.1    189.0 0.148     126.0 4.82    12.00     0.109    1.659 
Critical:   4.66
    294.2    6.5   49.6    3.474  13.8  -0.03e-3 28.9    185.3     0.427    0.930      0.00
   1022.0    3.3   48.0    189.0 0.143     127.8 4.90    12.00     0.109    1.669 
0.1L    :   8.63
    270.3    6.5   49.6    4.205  13.8  -0.01e-3 29.0    161.1     0.374    0.827      0.00
   1956.9    3.9   47.6    189.0 0.132     125.5 4.85    12.00     0.109    1.649 
0.2L    :  17.27
    221.1    6.5   46.8    5.642  13.8   0.50e-3 30.8    147.5     0.394    0.620      0.00
   3490.9    4.5   44.6    189.0 0.114      84.4 3.48    24.00     0.109    1.344 
0.3L    :  25.90
    173.0    6.5   48.2    5.642  13.8   1.70e-3 34.9    125.7     0.382    0.496      0.00
   4527.0    4.5   46.0    189.0 0.085      52.8 2.11    24.00     0.109    1.196 
0.4L    :  34.53
    125.8    6.5   49.7    5.642   0.0   2.10e-3 36.3     91.7     0.284    0.413      0.00
   5055.5    4.5   47.5    189.0 0.065      48.2 1.87    24.00     0.109    1.298 
0.5L    :  43.17
     79.7    6.5   49.7    5.642   0.0   1.87e-3 35.6     37.0     0.112    0.413      0.00
   5096.3    4.5   47.5    189.0 0.041      51.5 2.00    24.00     0.109    2.132 
0.6L    :  51.80
    125.8    6.5   49.7    5.642   0.0   2.10e-3 36.3     91.7     0.284    0.413      0.00
   5055.5    4.5   47.5    189.0 0.065      48.2 1.87    24.00     0.109    1.298 
0.7L    :  60.43
    173.0    6.5   48.2    5.642  13.8   1.70e-3 34.9    125.7     0.382    0.496      0.00
   4527.0    4.5   46.0    189.0 0.085      52.8 2.11    24.00     0.109    1.196 
0.8L    :  69.06
    221.1    6.5   46.8    5.642  13.8   0.50e-3 30.8    147.5     0.394    0.620      0.00
   3490.9    4.5   44.6    189.0 0.114      84.4 3.48    24.00     0.109    1.344 
0.9L    :  77.70
    270.3    6.5   49.6    4.205  13.8  -0.01e-3 29.0    161.1     0.374    0.827      0.00
   1956.9    3.9   47.6    189.0 0.132     125.5 4.85    12.00     0.109    1.649 
Critical:  81.67
    294.2    6.5   49.6    3.474  13.8  -0.03e-3 28.9    185.3     0.427    0.930      0.00
   1022.0    3.3   48.0    189.0 0.143     127.8 4.90    12.00     0.109    1.669 
Transfer:  83.33
    304.4    6.5   49.6    3.164  13.8  -0.00e-3 29.0    198.4     0.457    1.760      0.00
    627.3    3.0   48.1    189.0 0.148     126.0 4.82    12.00     0.109    1.659 
Bearing :  85.67
    318.5    6.5   49.6    0.701   3.1   6.00e-3 50.0    327.4     1.584    3.017      0.00
      0.0    0.7   49.3     41.9 0.156      23.4 0.87    12.00     0.109    1.593 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1105.94
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    2.21
 
 
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
    318.5      7.18     49.61    0.67       49.28    24.00      0.300      1.644      0.000      3.017 
Transfer:      2.33
    304.4      7.03     49.61    2.98       48.12    24.00      0.300      1.593      0.000      1.760 
Critical:      4.00
    294.3      6.82     49.61    3.26       47.98    24.00      0.300      1.522      0.000      0.930 
0.1L    :      7.97
    270.3      6.30     49.61    3.93       47.65    24.00      0.300      1.351      0.000      0.827 
0.2L    :     16.60
    221.1      5.51     46.79    4.45       44.56    24.00      0.300      1.088      0.000      0.620 
0.3L    :     25.23
    173.0      4.18     48.25    4.46       46.02    24.00      0.300      0.642      0.000      0.496 
0.4L    :     33.87
    125.8      2.94     49.71    4.46       47.48    24.00      0.300      0.232      0.000      0.413 
0.5L    :     42.50
     79.7      1.86     49.71    4.46       47.48    24.00      0.300      0.000      0.000      0.413 
0.6L    :     51.13
    125.8      2.94     49.71    4.46       47.48    24.00      0.300      0.232      0.000      0.413 
0.7L    :     59.77
    173.0      4.18     48.25    4.46       46.02    24.00      0.300      0.642      0.000      0.496 
0.8L    :     68.40
    221.1      5.51     46.79    4.45       44.56    24.00      0.300      1.088      0.000      0.620 
0.9L    :     77.03
    270.3      6.30     49.61    3.93       47.65    24.00      0.300      1.351      0.000      0.827 
Critical:     81.00
    294.3      6.82     49.61    3.26       47.98    24.00      0.300      1.522      0.000      0.930 
Transfer:     82.67
    304.4      7.03     49.61    2.98       48.12    24.00      0.300      1.593      0.000      1.760 
Bearing :     85.00
    318.5      7.18     49.61    0.67       49.28    24.00      0.300      1.644      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.97 ft
Prestress      :       0.874  1.80      1.573  2.20      1.923
Self Wt.       :      -0.316  1.85     -0.585  2.40     -0.759
Deck + Haunch  :                       -0.296  2.30     -0.682
DL-Prec. (DC)  :                       -0.060  3.00     -0.180
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.042  3.00     -0.127
DL-Comp. (DW)  :                       -0.023  3.00     -0.070
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 16.60 ft
Prestress      :       1.573  1.80      2.832  2.20      3.461
Self Wt.       :      -0.595  1.85     -1.101  2.40     -1.428
Deck + Haunch  :                       -0.582  2.30     -1.338
DL-Prec. (DC)  :                       -0.118  3.00     -0.354
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.083  3.00     -0.250
DL-Comp. (DW)  :                       -0.046  3.00     -0.138
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 25.23 ft
Prestress      :       2.079  1.80      3.743  2.20      4.575
Self Wt.       :      -0.810  1.85     -1.498  2.40     -1.943
Deck + Haunch  :                       -0.802  2.30     -1.844
DL-Prec. (DC)  :                       -0.163  3.00     -0.488
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.115  3.00     -0.345
DL-Comp. (DW)  :                       -0.063  3.00     -0.190
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 33.87 ft
Prestress      :       2.378  1.80      4.280  2.20      5.232
Self Wt.       :      -0.942  1.85     -1.742  2.40     -2.260
Deck + Haunch  :                       -0.938  2.30     -2.157
DL-Prec. (DC)  :                       -0.190  3.00     -0.570
Diaphragm      :                       -0.005  3.00     -0.016
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.135  3.00     -0.404
DL-Comp. (DW)  :                       -0.074  3.00     -0.223
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 42.50 ft
Prestress      :       2.486  1.80      4.474  2.20      5.469
Self Wt.       :      -0.989  1.85     -1.829  2.40     -2.373
Deck + Haunch  :                       -0.986  2.30     -2.269
DL-Prec. (DC)  :                       -0.200  3.00     -0.600
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.142  3.00     -0.425
DL-Comp. (DW)  :                       -0.078  3.00     -0.235
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 51.13 ft
Prestress      :       2.378  1.80      4.280  2.20      5.232
Self Wt.       :      -0.942  1.85     -1.742  2.40     -2.260
Deck + Haunch  :                       -0.938  2.30     -2.157
DL-Prec. (DC)  :                       -0.190  3.00     -0.570
Diaphragm      :                       -0.005  3.00     -0.016
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.135  3.00     -0.404
DL-Comp. (DW)  :                       -0.074  3.00     -0.223
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 59.77 ft
Prestress      :       2.079  1.80      3.743  2.20      4.575
Self Wt.       :      -0.810  1.85     -1.498  2.40     -1.943
Deck + Haunch  :                       -0.802  2.30     -1.844
DL-Prec. (DC)  :                       -0.163  3.00     -0.488
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.115  3.00     -0.345
DL-Comp. (DW)  :                       -0.063  3.00     -0.190
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 68.40 ft
Prestress      :       1.573  1.80      2.832  2.20      3.461
Self Wt.       :      -0.595  1.85     -1.101  2.40     -1.428
Deck + Haunch  :                       -0.582  2.30     -1.338
DL-Prec. (DC)  :                       -0.118  3.00     -0.354
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.083  3.00     -0.250
DL-Comp. (DW)  :                       -0.046  3.00     -0.138
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 77.03 ft
Prestress      :       0.874  1.80      1.573  2.20      1.923
Self Wt.       :      -0.316  1.85     -0.585  2.40     -0.759
Deck + Haunch  :                       -0.296  2.30     -0.682
DL-Prec. (DC)  :                       -0.060  3.00     -0.180
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.042  3.00     -0.127
DL-Comp. (DW)  :                       -0.023  3.00     -0.070
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
   617.7    44.4  3.739  264.0    3.5   2.98   3527.7  0.041T 1.00       -       -     -     -  
H/2     :   2.22
   587.8    44.4  3.594  264.3    3.4   2.86   3396.8  0.043T 1.00       -       -     -     -  
0.1L    :   7.97
  1956.9    45.3  4.970  262.3    4.6   3.93   4710.4  0.030T 1.00       -       -     -     -  
0.2L    :  16.60
  3595.0    46.8  5.642  261.5    5.2   4.45   5479.7  0.026T 1.00   4299.7  4299.7    1.27    -  
0.3L    :  25.23
  4731.8    48.2  5.642  261.8    5.2   4.46   5664.6  0.026T 1.00   4340.9  4340.9    1.30    -  
0.4L    :  33.87
  5409.8    49.7  5.642  262.0    5.2   4.46   5849.5  0.026T 1.00   4450.0  4450.0    1.31    -  
0.5L    :  42.50
  5605.2    49.7  5.642  262.0    5.2   4.46   5849.5  0.026T 1.00   4416.9  4416.9    1.32    -  
0.6L    :  51.13
  5409.8    49.7  5.642  262.0    5.2   4.46   5849.5  0.026T 1.00   4450.0  4450.0    1.31    -  
0.7L    :  59.77
  4731.8    48.2  5.642  261.8    5.2   4.46   5664.6  0.026T 1.00   4340.9  4340.9    1.30    -  
0.8L    :  68.40
  3595.0    46.8  5.642  261.5    5.2   4.45   5479.7  0.026T 1.00   4299.7  4299.7    1.27    -  
0.9L    :  77.03
  1956.9    45.3  4.970  262.3    4.6   3.93   4710.4  0.030T 1.00       -       -     -     -  
H/2     :  82.78
   587.8    44.4  3.594  264.3    3.4   2.86   3396.8  0.043T 1.00       -       -     -     -  
Transfer:  82.67
   617.7    44.4  3.739  264.0    3.5   2.98   3527.7  0.041T 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 1-13; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.054
        M   2.00 Fb     0.171
 
  2   2 E  42.00 Ft     0.384
        M   4.00 Fb     0.115
 
  3   2 E  40.00 Ft     0.692
        M   2.00 Fb     0.079
 
  4   2 E   6.00 Ft     0.645
        M   6.00 Fb     0.332
 
  5   2 E   6.00 Ft     0.599
        M   6.00 Fb     0.585
 
  6   2 E   6.00 Ft     0.553
        M   6.00 Fb     0.838
 
  7   2 E   4.00 Ft     0.484
        M   4.00 Fb     1.111
 
  8   2 E   4.00 Ft     0.415
        M   4.00 Fb     1.383
 
  9   2 E   4.00 Ft     0.346
        M   4.00 Fb     1.655
 
 10   2 E   2.00 Ft     0.253
        M   2.00 Fb     1.946
 
 11   2 E   2.00 Ft     0.161
        M   2.00 Fb     2.237
 
 12   2 E   2.00 Ft     0.069
        M   2.00 Fb     2.528
 
 13   2 E   2.00 Ft    -0.023
        M   2.00 Fb     2.820
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 86.33            Release Length, ft: 86.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  26
No. of strands, Draped:   4           No. of strands, Straight:  22
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  6.72 %               Final losses: 11.50 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       2.820     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.023       Trans
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5849.46     5605.22     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   0.892     Midspan    1.800   0.168     Midspan
    Pre.Top:   4.200   2.265     Midspan    3.150   1.765     Midspan
    Pre.Bot:   4.200   2.172    Transfer    3.150   2.348    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503  -0.023     Bearing
    Pre.Bot:  -0.503  -0.443     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.329     Midspan
    Pre.Bot:                                                             2.800   0.998    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.486  1.80      4.474  2.20      5.469
Self Wt.       :      -0.989  1.85     -1.829  2.40     -2.373
Deck + Haunch  :                       -0.986  2.30     -2.269
DL-Prec. (DC)  :                       -0.200  3.00     -0.600
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.142  3.00     -0.425
DL-Comp. (DW)  :                       -0.078  3.00     -0.235
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   85.00
     DC  Line       0.087      0.00       0.087   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.330 ft
Release length = 86.330 ft
Design  length = 85.000 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)  : 0.747   (Calculated)    
Live Moment (1  lane  loaded)  : 0.523   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.175   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.940   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 2
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        691.8 in2           1421.1 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           472278 in4#
Ht. of c.g.           =        20.74 in             35.39 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8314

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     7.97    16.60    25.23    33.87    42.50
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    697.9    719.1    718.1    719.1    719.1    719.1    719.1    719.1
  Yb      ,  in    20.64    20.29    20.31    20.25    20.20    20.14    20.09    20.09
  MI(Ixx) , in4   179761   182671   182521   183290   184331   185484   186750   186750
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1426.8   1446.8   1445.8   1446.8   1446.8   1446.8   1446.8   1446.8
  Yb      ,  in    35.29    34.92    34.94    34.91    34.88    34.85    34.83    34.83
  MI(Ixx) , in4   476149   490024   489323   491324   493404   495592   497889   497889

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  26 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 34.53 ft from member end )
END PATTERN (Ycg = 9.38 in):
    10 @  2.000 in     6 @  4.000 in     6 @  6.000 in     2 @ 40.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.54 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     6 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    5.64 in2      Initial Pull          =     1105.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.781 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.727 ft
Holddown Force        =  15.538 kips     Beam Shrtng (PL/AE)   =      0.327 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)       
--------------------------------------------------------------------------------------
      2245.740         740 1661.847     15.361 62211.688   883.525     546.463        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      0.5833     No
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       4.50       1.7500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.5000      4.5000    Yes
      2      US#5[M16]       60.00        0.62       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      8.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.9167     20.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.9167     29.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      29.6670     56.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      56.6631     65.4134    Yes
      2      US#5[M16]       60.00        0.62      12.00      65.4134     77.4134    Yes
      2      US#5[M16]       60.00        0.62       9.00      77.4134     81.1634    Yes
      2      US#5[M16]       60.00        0.62       8.00      81.1634     81.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      81.8301     83.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      83.8301     84.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      84.5801     85.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      85.7467     86.2051     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 86.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.6420 in2       Ycg =  3.54 in
         P_init    =     1105.9 kips  Ecc = 17.20 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    13.17 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.254 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.59 ksi    0.00 ksi
    due to Composite Loads                                 -1.74 ksi    0.00 ksi
    due to Live Loads                                      -5.61 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        11.42 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 13.17 ksi  ( 6.72 %)             9.46 ksi ( 4.82 %)
Total Prestress Losses                                    22.63 ksi (11.54 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.4 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    69.5    66.2   221.2   409.1   543.4   624.0   650.8
(Max)       V      30.6    28.9    29.0    24.9    18.7    12.4     6.2     0.0
DL-Prec.  : M       0.0    11.7    11.2    37.4    69.1    91.8   105.4   109.9
DC(Max)     V       5.2     4.9     4.9     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    88.2    83.9   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.8    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.6     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    28.6    27.2    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.9    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    15.0    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   189.1   180.0   597.5  1091.7  1426.7  1625.3  1674.6
            V     132.1   127.1   127.3   114.9    97.2    79.4    55.3    37.6
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   132.1   127.1   127.3   114.9    98.1    82.1    66.7    51.9
            M      -0.0   194.2   184.9   597.5  1036.1  1317.4  1436.1  1403.0
Total     : M+      0.0   403.5   384.0  1279.4  2353.7  3103.6  3552.0  3686.1
            V     226.6   216.3   216.8   191.7   154.8   117.9    74.7    37.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   226.6   216.3   216.8   191.7   155.8   120.6    86.1    52.2
            M      -0.0   408.6   389.0  1279.4  2298.1  2994.3  3362.9  3414.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.78   82.67   85.00
Self wt.  : M     624.0   543.4   409.1   221.2    66.2    69.5     0.0
(Max)       V       6.2    12.4    18.7    24.9    29.0    28.9    30.6
DL-Prec.  : M     105.4    91.8    69.1    37.4    11.2    11.7     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.9     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    83.9    88.2     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.8    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     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     256.3   223.2   168.1    90.8    27.2    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.9    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    15.0    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1625.3  1426.7  1091.7   597.5   180.0   189.1     0.0
            V      55.3    79.4    97.2   114.9   127.3   127.1   132.1
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    66.7    82.1    98.1   114.9   127.3   127.1   132.1
            M    1436.1  1317.4  1036.1   597.5   184.9   194.2    -0.0
Total     : M+   3552.0  3103.6  2353.7  1279.4   384.0   403.5     0.0
            V      74.7   117.9   154.8   191.7   216.8   216.3   226.6
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    86.1   120.6   155.8   191.7   216.8   216.3   226.6
            M    3362.9  2994.3  2298.1  1279.4   389.0   408.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               30.6             30.6
Deck+Haunch            38.8             38.8
Diaphragm               0.2              0.3
DL-Prec.(DC)            5.2              5.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           34.7             34.7
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    69.5    66.2   221.2   409.1   543.4   624.0   650.8
(Max)       V      30.6    28.9    29.0    24.9    18.7    12.4     6.2     0.0
DL-Prec.  : M       0.0    11.7    11.2    37.4    69.1    91.8   105.4   109.9
DC(Max)     V       5.2     4.9     4.9     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    88.2    83.9   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.8    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.6     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    28.6    27.2    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.9    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    15.0    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   151.3   144.0   478.0   873.4  1141.4  1300.2  1339.7
            V     105.7   101.7   101.9    91.9    77.7    63.5    44.3    30.1
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   105.7   101.7   101.9    91.9    78.5    65.7    53.3    41.5
            M      -0.0   155.4   148.0   478.0   828.9  1053.9  1148.9  1122.4
Total     : M+      0.0   365.7   348.0  1159.9  2135.3  2818.3  3227.0  3351.2
            V     200.1   190.9   191.4   168.7   135.4   102.0    63.6    30.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   200.1   190.9   191.4   168.7   136.1   104.2    72.7    41.8
            M      -0.0   369.8   352.0  1159.9  2090.9  2730.8  3075.7  3133.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.78   82.67   85.00
Self wt.  : M     624.0   543.4   409.1   221.2    66.2    69.5     0.0
(Max)       V       6.2    12.4    18.7    24.9    29.0    28.9    30.6
DL-Prec.  : M     105.4    91.8    69.1    37.4    11.2    11.7     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.9     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    83.9    88.2     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.8    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     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     256.3   223.2   168.1    90.8    27.2    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.9    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    15.0    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1300.2  1141.4   873.4   478.0   144.0   151.3     0.0
            V      44.3    63.5    77.7    91.9   101.9   101.7   105.7
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    53.3    65.7    78.5    91.9   101.9   101.7   105.7
            M    1148.9  1053.9   828.9   478.0   148.0   155.4    -0.0
Total     : M+   3227.0  2818.3  2135.3  1159.9   348.0   365.7     0.0
            V      63.6   102.0   135.4   168.7   191.4   190.9   200.1
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    72.7   104.2   136.1   168.7   191.4   190.9   200.1
            M    3075.7  2730.8  2090.9  1159.9   352.0   369.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    86.9    82.7   276.4   511.4   679.2   780.0   813.5
(Max)       V      38.3    36.2    36.3    31.1    23.3    15.6     7.8     0.0
Self wt.  : M       0.0    62.6    59.6   199.0   368.2   489.1   561.6   585.7
(Min)       V      27.6    26.0    26.1    22.4    16.8    11.2     5.6     0.0
DL-Prec.  : M       0.0    14.7    14.0    46.7    86.4   114.7   131.7   137.4
DC(Max)     V       6.5     6.1     6.1     5.3     3.9     2.6     1.3     0.0
DL-Prec.  : M       0.0    10.6    10.1    33.6    62.2    82.6    94.9    98.9
DC(Min)     V       4.7     4.4     4.4     3.8     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   110.2   104.9   350.6   648.5   861.3   989.0  1031.6
Haunch (Max)V      48.5    45.9    46.0    39.4    29.6    19.7     9.9     0.0
Deck +    : M       0.0    79.4    75.5   252.4   466.9   620.2   712.1   742.7
Haunch (Min)V      35.0    33.0    33.1    28.4    21.3    14.2     7.1     0.0
Diaphragm : M       0.0     0.7     0.7     2.5     5.2     7.9    10.6    13.3
(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     1.8     3.7     5.7     7.6     9.6
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.7    34.0   113.6   210.1   279.0   320.4   334.2
DC(Max)     V      15.7    14.9    14.9    12.8     9.6     6.4     3.2     0.0
DL-Comp   : M       0.0    25.7    24.5    81.8   151.2   200.9   230.7   240.6
DC(Min)     V      11.3    10.7    10.7     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    23.6    22.5    75.2   139.1   184.7   212.1   221.3
DW(Max)     V      10.4     9.8     9.9     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.2     9.8    32.6    60.3    80.1    91.9    95.9
DW(Min)     V       4.5     4.3     4.3     3.7     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   331.0   315.0  1045.6  1910.5  2496.7  2844.2  2930.6
            V     231.3   222.4   222.9   201.1   170.0   139.0    96.8    65.8
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   231.3   222.4   222.9   201.1   171.7   143.6   116.7    90.8
            M      -0.0   339.9   323.7  1045.6  1813.2  2305.4  2513.2  2455.2
Total     : M+      0.0   602.9   573.8  1910.5  3511.1  4623.7  5288.0  5481.9
            V     351.0   335.6   336.4   298.4   243.1   187.8   121.4    66.1
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   351.0   335.6   336.4   298.4   244.8   192.5   141.3    91.1
            M      -0.0   611.9   582.4  1910.5  3413.9  4432.3  4957.0  5006.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.78   82.67   85.00
Self wt.  : M     780.0   679.2   511.4   276.4    82.7    86.9     0.0
(Max)       V       7.8    15.6    23.3    31.1    36.3    36.2    38.3
Self wt.  : M     561.6   489.1   368.2   199.0    59.6    62.6     0.0
(Min)       V       5.6    11.2    16.8    22.4    26.1    26.0    27.6
DL-Prec.  : M     131.7   114.7    86.4    46.7    14.0    14.7     0.0
DC(Max)     V       1.3     2.6     3.9     5.3     6.1     6.1     6.5
DL-Prec.  : M      94.9    82.6    62.2    33.6    10.1    10.6     0.0
DC(Min)     V       0.9     1.9     2.8     3.8     4.4     4.4     4.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     989.0   861.3   648.5   350.6   104.9   110.2     0.0
Haunch (Max)V       9.9    19.7    29.6    39.4    46.0    45.9    48.5
Deck +    : M     712.1   620.2   466.9   252.4    75.5    79.4     0.0
Haunch (Min)V       7.1    14.2    21.3    28.4    33.1    33.0    35.0
Diaphragm : M      10.6     7.9     5.2     2.5     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       7.6     5.7     3.7     1.8     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     320.4   279.0   210.1   113.6    34.0    35.7     0.0
DC(Max)     V       3.2     6.4     9.6    12.8    14.9    14.9    15.7
DL-Comp   : M     230.7   200.9   151.2    81.8    24.5    25.7     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.7    10.7    11.3
DL-Comp   : M     212.1   184.7   139.1    75.2    22.5    23.6     0.0
DW(Max)     V       2.1     4.2     6.3     8.5     9.9     9.8    10.4
DL-Comp   : M      91.9    80.1    60.3    32.6     9.8    10.2     0.0
DW(Min)     V       0.9     1.8     2.7     3.7     4.3     4.3     4.5
LL + I    : M+   2844.2  2496.7  1910.5  1045.6   315.0   331.0     0.0
            V      96.8   139.0   170.0   201.1   222.9   222.4   231.3
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   116.7   143.6   171.7   201.1   222.9   222.4   231.3
            M    2513.2  2305.4  1813.2  1045.6   323.7   339.9    -0.0
Total     : M+   5288.0  4623.7  3511.1  1910.5   573.8   602.9     0.0
            V     121.4   187.8   243.1   298.4   336.4   335.6   351.0
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   141.3   192.5   244.8   298.4   336.4   335.6   351.0
            M    4957.0  4432.3  3413.9  1910.5   582.4   611.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               38.3             38.3
Deck+Haunch            48.5             48.5
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.5              6.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           52.1             52.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    69.5    66.2   221.2   409.1   543.4   624.0   650.8
(Max)       V      30.6    28.9    29.0    24.9    18.7    12.4     6.2     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    11.7    11.2    37.4    69.1    91.8   105.4   109.9
DC(Max)     V       5.2     4.9     4.9     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    88.2    83.9   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.8    31.6    23.7    15.8     7.9     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     2.0     4.2     6.3     8.5    10.6
(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    28.6    27.2    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.9    10.2     7.7     5.1     2.6     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    15.8    15.0    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   132.8   126.4   413.8   736.4   957.5  1067.0  1045.7
            V     107.0   103.0   103.2    93.4    79.8    61.3    47.7    34.1
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   107.0   103.0   103.2    93.4    79.8    66.2    52.5    39.2
            M       0.0   132.8   126.4   413.8   736.4   928.2   989.2   925.8
Total     : M+      0.0   347.2   330.4  1095.7  1998.4  2634.5  2993.8  3057.2
            V     201.4   192.3   192.7   170.2   137.4    99.8    67.1    34.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   201.4   192.3   192.7   170.2   137.4   104.7    71.9    39.4
            M       0.0   347.2   330.4  1095.7  1998.4  2605.1  2916.0  2937.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.78   82.67   85.00
Self wt.  : M     624.0   543.4   409.1   221.2    66.2    69.5     0.0
(Max)       V       6.2    12.4    18.7    24.9    29.0    28.9    30.6
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     105.4    91.8    69.1    37.4    11.2    11.7     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.9     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    83.9    88.2     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.8    36.7    38.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       8.5     6.3     4.2     2.0     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     256.3   223.2   168.1    90.8    27.2    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.9    11.9    12.6
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     141.4   123.2    92.7    50.1    15.0    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
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+   1067.0   957.5   736.4   413.8   126.4   132.8     0.0
            V      47.7    61.3    79.8    93.4   103.2   103.0   107.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    52.5    66.2    79.8    93.4   103.2   103.0   107.0
            M     989.2   928.2   736.4   413.8   126.4   132.8     0.0
Total     : M+   2993.8  2634.5  1998.4  1095.7   330.4   347.2     0.0
            V      67.1    99.8   137.4   170.2   192.7   192.3   201.4
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    71.9   104.7   137.4   170.2   192.7   192.3   201.4
            M    2916.0  2605.1  1998.4  1095.7   330.4   347.2     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.146   0.392   0.694   0.907   1.032   1.075 
Bottom        -0.120  -0.320  -0.565  -0.735  -0.832  -0.866 
 
Prestress
Precast-top   -0.169  -0.303  -0.506  -0.706  -0.904  -0.904 
Bottom         2.940   3.045   3.202   3.356   3.506   3.506 
 
Total
Precast-top   -0.023   0.088   0.188   0.201   0.128   0.171 
Bottom         2.820   2.724   2.637   2.622   2.674   2.640 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.42 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
 
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   0.017   0.016   0.053   0.097   0.128   0.147   0.153 
Precast-top   -0.023   0.137   0.131   0.643   1.232   1.599   1.745   1.857 
Bottom         0.595   2.339   2.255   1.859   1.299   0.947   0.798   0.697 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.146   0.392   0.694   0.907   1.032   1.075 
Bottom        -0.120  -0.320  -0.565  -0.735  -0.832  -0.866 
 
Prestress
Precast-top   -0.169  -0.303  -0.506  -0.706  -0.904  -0.904 
Bottom         2.940   3.045   3.202   3.356   3.506   3.506 
 
Total
Precast-top   -0.023   0.088   0.188   0.201   0.128   0.171 
Bottom         2.820   2.724   2.637   2.622   2.674   2.640 
 
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 = 11.42 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
 
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    7.97   16.60   25.23   33.87   42.50
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   0.058   0.055   0.180   0.322   0.419   0.467   0.463 
Precast-top   -0.012   0.101   0.097   0.423   0.797   1.035   1.134   1.185 
Bottom         0.297   1.056   1.019   0.577   0.025  -0.335  -0.496  -0.529 
 

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
    351.0    6.5   49.6    0.699   3.1   6.00e-3 50.0    363.6     1.757    3.017      0.00
      0.0    0.6   49.3     41.9 0.172      23.4 0.87    12.00     0.109    1.446 
Transfer:   3.00
    335.6    6.5   49.6    3.152  13.8   0.53e-3 30.9    269.1     0.666    1.760      0.00
    611.9    2.6   48.3    189.0 0.163      90.0 3.43    12.00     0.109    1.511 
Critical:   4.68
    324.4    6.5   49.6    3.465  13.8  -0.01e-3 29.0    220.1     0.506    0.930      0.00
   1000.8    2.9   48.2    189.0 0.158     126.6 4.83    12.00     0.109    1.512 
0.1L    :   8.63
    298.4    6.5   49.6    4.193  13.8  -0.01e-3 29.0    192.2     0.444    0.827      0.00
   1910.5    3.5   47.9    189.0 0.146     125.7 4.83    12.00     0.109    1.499 
0.2L    :  17.27
    244.8    6.5   46.8    5.642  13.8   0.49e-3 30.7    172.7     0.458    0.620      0.00
   3413.9    3.9   44.8    189.0 0.127      85.6 3.51    12.00     0.109    1.225 
0.3L    :  25.90
    192.5    6.5   48.2    5.642  13.8   1.63e-3 34.7    145.7     0.436    0.496      0.00
   4432.3    3.9   46.3    189.0 0.095      54.4 2.16    24.00     0.109    1.094 
0.4L    :  34.53
    141.3    6.5   49.7    5.642   0.0   1.99e-3 36.0    107.0     0.326    0.413      0.00
   4957.0    3.9   47.7    189.0 0.072      49.9 1.92    24.00     0.109    1.184 
0.5L    :  43.17
     91.1    6.5   49.7    5.642   0.0   1.76e-3 35.2     47.6     0.140    0.413      0.00
   5006.4    3.9   47.7    189.0 0.047      53.7 2.07    24.00     0.109    1.913 
0.6L    :  51.80
    141.3    6.5   49.7    5.642   0.0   1.99e-3 36.0    107.0     0.326    0.413      0.00
   4957.0    3.9   47.7    189.0 0.072      49.9 1.92    24.00     0.109    1.184 
0.7L    :  60.43
    192.5    6.5   48.2    5.642  13.8   1.63e-3 34.7    145.7     0.436    0.496      0.00
   4432.3    3.9   46.3    189.0 0.095      54.4 2.16    24.00     0.109    1.094 
0.8L    :  69.06
    244.8    6.5   46.8    5.642  13.8   0.49e-3 30.7    172.7     0.458    0.620      0.00
   3413.9    3.9   44.8    189.0 0.127      85.6 3.51    12.00     0.109    1.225 
0.9L    :  77.70
    298.4    6.5   49.6    4.193  13.8  -0.01e-3 29.0    192.2     0.444    0.827      0.00
   1910.5    3.5   47.9    189.0 0.146     125.7 4.83    12.00     0.109    1.499 
Critical:  81.65
    324.4    6.5   49.6    3.465  13.8  -0.01e-3 29.0    220.1     0.506    0.930      0.00
   1000.8    2.9   48.2    189.0 0.158     126.6 4.83    12.00     0.109    1.512 
Transfer:  83.33
    335.6    6.5   49.6    3.152  13.8   0.53e-3 30.9    269.1     0.666    1.760      0.00
    611.9    2.6   48.3    189.0 0.163      90.0 3.43    12.00     0.109    1.511 
Bearing :  85.67
    351.0    6.5   49.6    0.699   3.1   6.00e-3 50.0    363.6     1.757    3.017      0.00
      0.0    0.6   49.3     41.9 0.172      23.4 0.87    12.00     0.109    1.446 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1105.94
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    2.21
 
 
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
    351.0      7.91     49.61    0.59       49.32    24.00      0.300      1.886      0.000      3.017 
Transfer:      2.33
    335.6      7.72     49.61    2.61       48.31    24.00      0.300      1.823      0.000      1.760 
Critical:      4.02
    324.5      7.48     49.61    2.87       48.18    24.00      0.300      1.745      0.000      0.930 
0.1L    :      7.97
    298.4      6.92     49.61    3.46       47.89    24.00      0.300      1.558      0.000      0.827 
0.2L    :     16.60
    244.8      6.07     46.79    3.92       44.83    24.00      0.300      1.273      0.000      0.620 
0.3L    :     25.23
    192.5      4.62     48.25    3.93       46.29    24.00      0.300      0.790      0.000      0.496 
0.4L    :     33.87
    141.3      3.29     49.71    3.93       47.75    24.00      0.300      0.346      0.000      0.413 
0.5L    :     42.50
     91.1      2.12     49.71    3.93       47.75    24.00      0.300      0.000      0.000      0.413 
0.6L    :     51.13
    141.3      3.29     49.71    3.93       47.75    24.00      0.300      0.346      0.000      0.413 
0.7L    :     59.77
    192.5      4.62     48.25    3.93       46.29    24.00      0.300      0.790      0.000      0.496 
0.8L    :     68.40
    244.8      6.07     46.79    3.92       44.83    24.00      0.300      1.273      0.000      0.620 
0.9L    :     77.03
    298.4      6.92     49.61    3.46       47.89    24.00      0.300      1.558      0.000      0.827 
Critical:     80.98
    324.5      7.48     49.61    2.87       48.18    24.00      0.300      1.745      0.000      0.930 
Transfer:     82.67
    335.6      7.72     49.61    2.61       48.31    24.00      0.300      1.823      0.000      1.760 
Bearing :     85.00
    351.0      7.91     49.61    0.59       49.32    24.00      0.300      1.886      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.97 ft
Prestress      :       0.874  1.80      1.573  2.20      1.923
Self Wt.       :      -0.316  1.85     -0.585  2.40     -0.759
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          :       0.558            0.988            1.163
 
At 0.2 x L = 16.60 ft
Prestress      :       1.573  1.80      2.832  2.20      3.461
Self Wt.       :      -0.595  1.85     -1.101  2.40     -1.428
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          :       0.978            1.731            2.033
 
At 0.3 x L = 25.23 ft
Prestress      :       2.079  1.80      3.743  2.20      4.575
Self Wt.       :      -0.810  1.85     -1.498  2.40     -1.943
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.270            2.245            2.632
 
At 0.4 x L = 33.87 ft
Prestress      :       2.378  1.80      4.280  2.20      5.232
Self Wt.       :      -0.942  1.85     -1.742  2.40     -2.260
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.436            2.538            2.971
 
At 0.5 x L = 42.50 ft
Prestress      :       2.486  1.80      4.474  2.20      5.469
Self Wt.       :      -0.989  1.85     -1.829  2.40     -2.373
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.497            2.645            3.096
 
At 0.6 x L = 51.13 ft
Prestress      :       2.378  1.80      4.280  2.20      5.232
Self Wt.       :      -0.942  1.85     -1.742  2.40     -2.260
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.436            2.538            2.971
 
At 0.7 x L = 59.77 ft
Prestress      :       2.079  1.80      3.743  2.20      4.575
Self Wt.       :      -0.810  1.85     -1.498  2.40     -1.943
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.270            2.245            2.632
 
At 0.8 x L = 68.40 ft
Prestress      :       1.573  1.80      2.832  2.20      3.461
Self Wt.       :      -0.595  1.85     -1.101  2.40     -1.428
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          :       0.978            1.731            2.033
 
At 0.9 x L = 77.03 ft
Prestress      :       0.874  1.80      1.573  2.20      1.923
Self Wt.       :      -0.316  1.85     -0.585  2.40     -0.759
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          :       0.558            0.988            1.163
 

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
   602.9    44.4  3.725  264.8    3.1   2.61   3539.7  0.047T 1.00       -       -     -     -  
H/2     :   2.22
   573.8    44.4  3.581  265.0    3.0   2.51   3407.5  0.049T 1.00       -       -     -     -  
0.1L    :   7.97
  1910.5    45.3  4.955  263.2    4.1   3.46   4738.5  0.035T 1.00       -       -     -     -  
0.2L    :  16.60
  3511.1    46.8  5.642  262.5    4.6   3.92   5533.2  0.030T 1.00    647.0   647.0    8.55    -  
0.3L    :  25.23
  4623.7    48.2  5.642  262.8    4.6   3.93   5718.2  0.030T 1.00    480.0   480.0   11.91    -  
0.4L    :  33.87
  5288.0    49.7  5.642  263.0    4.6   3.93   5903.2  0.030T 1.00    388.3   388.3   15.20    -  
0.5L    :  42.50
  5481.9    49.7  5.642  263.0    4.6   3.93   5903.2  0.030T 1.00    352.0   352.0   16.77    -  
0.6L    :  51.13
  5288.0    49.7  5.642  263.0    4.6   3.93   5903.2  0.030T 1.00    388.3   388.3   15.20    -  
0.7L    :  59.77
  4623.7    48.2  5.642  262.8    4.6   3.93   5718.2  0.030T 1.00    480.0   480.0   11.91    -  
0.8L    :  68.40
  3511.1    46.8  5.642  262.5    4.6   3.92   5533.2  0.030T 1.00    647.0   647.0    8.55    -  
0.9L    :  77.03
  1910.5    45.3  4.955  263.2    4.1   3.46   4738.5  0.035T 1.00       -       -     -     -  
H/2     :  82.78
   573.8    44.4  3.581  265.0    3.0   2.51   3407.5  0.049T 1.00       -       -     -     -  
Transfer:  82.67
   602.9    44.4  3.725  264.8    3.1   2.61   3539.7  0.047T 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 1-13; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.054
        M   2.00 Fb     0.171
 
  2   2 E  42.00 Ft     0.384
        M   4.00 Fb     0.115
 
  3   2 E  40.00 Ft     0.692
        M   2.00 Fb     0.079
 
  4   2 E   6.00 Ft     0.645
        M   6.00 Fb     0.332
 
  5   2 E   6.00 Ft     0.599
        M   6.00 Fb     0.585
 
  6   2 E   6.00 Ft     0.553
        M   6.00 Fb     0.838
 
  7   2 E   4.00 Ft     0.484
        M   4.00 Fb     1.111
 
  8   2 E   4.00 Ft     0.415
        M   4.00 Fb     1.383
 
  9   2 E   4.00 Ft     0.346
        M   4.00 Fb     1.655
 
 10   2 E   2.00 Ft     0.253
        M   2.00 Fb     1.946
 
 11   2 E   2.00 Ft     0.161
        M   2.00 Fb     2.237
 
 12   2 E   2.00 Ft     0.069
        M   2.00 Fb     2.528
 
 13   2 E   2.00 Ft    -0.023
        M   2.00 Fb     2.820
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 86.33            Release Length, ft: 86.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  26
No. of strands, Draped:   4           No. of strands, Straight:  22
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  6.72 %               Final losses: 11.54 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       2.820     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.023       Trans
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5903.21     5481.87     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   0.153     Midspan
    Pre.Top:   4.200  -0.000     Bearing    3.150   1.857     Midspan
    Pre.Bot:   4.200  -0.000     Bearing    3.150   2.339    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503  -0.000     Bearing
    Pre.Bot:  -0.503  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.185     Midspan
    Pre.Bot:                                                             2.800   1.056    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.486  1.80      4.474  2.20      5.469
Self Wt.       :      -0.989  1.85     -1.829  2.40     -2.373
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.497            2.645            3.096
 
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   85.00
     DC  Line       0.087      0.00       0.087   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.330 ft
Release length = 86.330 ft
Design  length = 85.000 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)  : 0.747   (Calculated)    
Live Moment (1  lane  loaded)  : 0.523   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.175   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.940   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 3
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        691.8 in2           1421.1 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           472278 in4#
Ht. of c.g.           =        20.74 in             35.39 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8314

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     7.97    16.60    25.23    33.87    42.50
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    697.9    719.1    718.1    719.1    719.1    719.1    719.1    719.1
  Yb      ,  in    20.64    20.29    20.31    20.25    20.20    20.14    20.09    20.09
  MI(Ixx) , in4   179761   182671   182521   183290   184331   185484   186750   186750
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1426.8   1446.8   1445.8   1446.8   1446.8   1446.8   1446.8   1446.8
  Yb      ,  in    35.29    34.92    34.94    34.91    34.88    34.85    34.83    34.83
  MI(Ixx) , in4   476149   490024   489323   491324   493404   495592   497889   497889

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  26 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 34.53 ft from member end )
END PATTERN (Ycg = 9.38 in):
    10 @  2.000 in     6 @  4.000 in     6 @  6.000 in     2 @ 40.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.54 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     6 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    5.64 in2      Initial Pull          =     1105.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.781 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.727 ft
Holddown Force        =  15.538 kips     Beam Shrtng (PL/AE)   =      0.327 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)       
--------------------------------------------------------------------------------------
      2245.740         740 1661.847     15.361 62211.688   883.525     546.463        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      0.5833     No
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       4.50       1.7500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.5000      4.5000    Yes
      2      US#5[M16]       60.00        0.62       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      8.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.9167     20.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.9167     29.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      29.6670     56.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      56.6631     65.4134    Yes
      2      US#5[M16]       60.00        0.62      12.00      65.4134     77.4134    Yes
      2      US#5[M16]       60.00        0.62       9.00      77.4134     81.1634    Yes
      2      US#5[M16]       60.00        0.62       8.00      81.1634     81.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      81.8301     83.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      83.8301     84.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      84.5801     85.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      85.7467     86.2051     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 86.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.6420 in2       Ycg =  3.54 in
         P_init    =     1105.9 kips  Ecc = 17.20 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    13.17 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.254 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.59 ksi    0.00 ksi
    due to Composite Loads                                 -1.74 ksi    0.00 ksi
    due to Live Loads                                      -5.61 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        11.42 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 13.17 ksi  ( 6.72 %)             9.46 ksi ( 4.82 %)
Total Prestress Losses                                    22.63 ksi (11.54 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.4 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    69.5    66.2   221.2   409.1   543.4   624.0   650.8
(Max)       V      30.6    28.9    29.0    24.9    18.7    12.4     6.2     0.0
DL-Prec.  : M       0.0    11.7    11.2    37.4    69.1    91.8   105.4   109.9
DC(Max)     V       5.2     4.9     4.9     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    88.2    83.9   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.8    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.6     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    28.6    27.2    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.9    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    15.0    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   189.1   180.0   597.5  1091.7  1426.7  1625.3  1674.6
            V     132.1   127.1   127.3   114.9    97.2    79.4    55.3    37.6
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   132.1   127.1   127.3   114.9    98.1    82.1    66.7    51.9
            M      -0.0   194.2   184.9   597.5  1036.1  1317.4  1436.1  1403.0
Total     : M+      0.0   403.5   384.0  1279.4  2353.7  3103.6  3552.0  3686.1
            V     226.6   216.3   216.8   191.7   154.8   117.9    74.7    37.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   226.6   216.3   216.8   191.7   155.8   120.6    86.1    52.2
            M      -0.0   408.6   389.0  1279.4  2298.1  2994.3  3362.9  3414.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.78   82.67   85.00
Self wt.  : M     624.0   543.4   409.1   221.2    66.2    69.5     0.0
(Max)       V       6.2    12.4    18.7    24.9    29.0    28.9    30.6
DL-Prec.  : M     105.4    91.8    69.1    37.4    11.2    11.7     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.9     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    83.9    88.2     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.8    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     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     256.3   223.2   168.1    90.8    27.2    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.9    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    15.0    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1625.3  1426.7  1091.7   597.5   180.0   189.1     0.0
            V      55.3    79.4    97.2   114.9   127.3   127.1   132.1
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    66.7    82.1    98.1   114.9   127.3   127.1   132.1
            M    1436.1  1317.4  1036.1   597.5   184.9   194.2    -0.0
Total     : M+   3552.0  3103.6  2353.7  1279.4   384.0   403.5     0.0
            V      74.7   117.9   154.8   191.7   216.8   216.3   226.6
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    86.1   120.6   155.8   191.7   216.8   216.3   226.6
            M    3362.9  2994.3  2298.1  1279.4   389.0   408.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               30.6             30.6
Deck+Haunch            38.8             38.8
Diaphragm               0.2              0.3
DL-Prec.(DC)            5.2              5.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           34.7             34.7
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    69.5    66.2   221.2   409.1   543.4   624.0   650.8
(Max)       V      30.6    28.9    29.0    24.9    18.7    12.4     6.2     0.0
DL-Prec.  : M       0.0    11.7    11.2    37.4    69.1    91.8   105.4   109.9
DC(Max)     V       5.2     4.9     4.9     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    88.2    83.9   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.8    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.6     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    28.6    27.2    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.9    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    15.0    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   151.3   144.0   478.0   873.4  1141.4  1300.2  1339.7
            V     105.7   101.7   101.9    91.9    77.7    63.5    44.3    30.1
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   105.7   101.7   101.9    91.9    78.5    65.7    53.3    41.5
            M      -0.0   155.4   148.0   478.0   828.9  1053.9  1148.9  1122.4
Total     : M+      0.0   365.7   348.0  1159.9  2135.3  2818.3  3227.0  3351.2
            V     200.1   190.9   191.4   168.7   135.4   102.0    63.6    30.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   200.1   190.9   191.4   168.7   136.1   104.2    72.7    41.8
            M      -0.0   369.8   352.0  1159.9  2090.9  2730.8  3075.7  3133.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.78   82.67   85.00
Self wt.  : M     624.0   543.4   409.1   221.2    66.2    69.5     0.0
(Max)       V       6.2    12.4    18.7    24.9    29.0    28.9    30.6
DL-Prec.  : M     105.4    91.8    69.1    37.4    11.2    11.7     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.9     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    83.9    88.2     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.8    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     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     256.3   223.2   168.1    90.8    27.2    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.9    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    15.0    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1300.2  1141.4   873.4   478.0   144.0   151.3     0.0
            V      44.3    63.5    77.7    91.9   101.9   101.7   105.7
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    53.3    65.7    78.5    91.9   101.9   101.7   105.7
            M    1148.9  1053.9   828.9   478.0   148.0   155.4    -0.0
Total     : M+   3227.0  2818.3  2135.3  1159.9   348.0   365.7     0.0
            V      63.6   102.0   135.4   168.7   191.4   190.9   200.1
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    72.7   104.2   136.1   168.7   191.4   190.9   200.1
            M    3075.7  2730.8  2090.9  1159.9   352.0   369.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    86.9    82.7   276.4   511.4   679.2   780.0   813.5
(Max)       V      38.3    36.2    36.3    31.1    23.3    15.6     7.8     0.0
Self wt.  : M       0.0    62.6    59.6   199.0   368.2   489.1   561.6   585.7
(Min)       V      27.6    26.0    26.1    22.4    16.8    11.2     5.6     0.0
DL-Prec.  : M       0.0    14.7    14.0    46.7    86.4   114.7   131.7   137.4
DC(Max)     V       6.5     6.1     6.1     5.3     3.9     2.6     1.3     0.0
DL-Prec.  : M       0.0    10.6    10.1    33.6    62.2    82.6    94.9    98.9
DC(Min)     V       4.7     4.4     4.4     3.8     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   110.2   104.9   350.6   648.5   861.3   989.0  1031.6
Haunch (Max)V      48.5    45.9    46.0    39.4    29.6    19.7     9.9     0.0
Deck +    : M       0.0    79.4    75.5   252.4   466.9   620.2   712.1   742.7
Haunch (Min)V      35.0    33.0    33.1    28.4    21.3    14.2     7.1     0.0
Diaphragm : M       0.0     0.7     0.7     2.5     5.2     7.9    10.6    13.3
(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     1.8     3.7     5.7     7.6     9.6
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.7    34.0   113.6   210.1   279.0   320.4   334.2
DC(Max)     V      15.7    14.9    14.9    12.8     9.6     6.4     3.2     0.0
DL-Comp   : M       0.0    25.7    24.5    81.8   151.2   200.9   230.7   240.6
DC(Min)     V      11.3    10.7    10.7     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    23.6    22.5    75.2   139.1   184.7   212.1   221.3
DW(Max)     V      10.4     9.8     9.9     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.2     9.8    32.6    60.3    80.1    91.9    95.9
DW(Min)     V       4.5     4.3     4.3     3.7     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   331.0   315.0  1045.6  1910.5  2496.7  2844.2  2930.6
            V     231.3   222.4   222.9   201.1   170.0   139.0    96.8    65.8
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   231.3   222.4   222.9   201.1   171.7   143.6   116.7    90.8
            M      -0.0   339.9   323.7  1045.6  1813.2  2305.4  2513.2  2455.2
Total     : M+      0.0   602.9   573.8  1910.5  3511.1  4623.7  5288.0  5481.9
            V     351.0   335.6   336.4   298.4   243.1   187.8   121.4    66.1
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   351.0   335.6   336.4   298.4   244.8   192.5   141.3    91.1
            M      -0.0   611.9   582.4  1910.5  3413.9  4432.3  4957.0  5006.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.78   82.67   85.00
Self wt.  : M     780.0   679.2   511.4   276.4    82.7    86.9     0.0
(Max)       V       7.8    15.6    23.3    31.1    36.3    36.2    38.3
Self wt.  : M     561.6   489.1   368.2   199.0    59.6    62.6     0.0
(Min)       V       5.6    11.2    16.8    22.4    26.1    26.0    27.6
DL-Prec.  : M     131.7   114.7    86.4    46.7    14.0    14.7     0.0
DC(Max)     V       1.3     2.6     3.9     5.3     6.1     6.1     6.5
DL-Prec.  : M      94.9    82.6    62.2    33.6    10.1    10.6     0.0
DC(Min)     V       0.9     1.9     2.8     3.8     4.4     4.4     4.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     989.0   861.3   648.5   350.6   104.9   110.2     0.0
Haunch (Max)V       9.9    19.7    29.6    39.4    46.0    45.9    48.5
Deck +    : M     712.1   620.2   466.9   252.4    75.5    79.4     0.0
Haunch (Min)V       7.1    14.2    21.3    28.4    33.1    33.0    35.0
Diaphragm : M      10.6     7.9     5.2     2.5     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       7.6     5.7     3.7     1.8     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     320.4   279.0   210.1   113.6    34.0    35.7     0.0
DC(Max)     V       3.2     6.4     9.6    12.8    14.9    14.9    15.7
DL-Comp   : M     230.7   200.9   151.2    81.8    24.5    25.7     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.7    10.7    11.3
DL-Comp   : M     212.1   184.7   139.1    75.2    22.5    23.6     0.0
DW(Max)     V       2.1     4.2     6.3     8.5     9.9     9.8    10.4
DL-Comp   : M      91.9    80.1    60.3    32.6     9.8    10.2     0.0
DW(Min)     V       0.9     1.8     2.7     3.7     4.3     4.3     4.5
LL + I    : M+   2844.2  2496.7  1910.5  1045.6   315.0   331.0     0.0
            V      96.8   139.0   170.0   201.1   222.9   222.4   231.3
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   116.7   143.6   171.7   201.1   222.9   222.4   231.3
            M    2513.2  2305.4  1813.2  1045.6   323.7   339.9    -0.0
Total     : M+   5288.0  4623.7  3511.1  1910.5   573.8   602.9     0.0
            V     121.4   187.8   243.1   298.4   336.4   335.6   351.0
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   141.3   192.5   244.8   298.4   336.4   335.6   351.0
            M    4957.0  4432.3  3413.9  1910.5   582.4   611.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               38.3             38.3
Deck+Haunch            48.5             48.5
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.5              6.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           52.1             52.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    69.5    66.2   221.2   409.1   543.4   624.0   650.8
(Max)       V      30.6    28.9    29.0    24.9    18.7    12.4     6.2     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    11.7    11.2    37.4    69.1    91.8   105.4   109.9
DC(Max)     V       5.2     4.9     4.9     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    88.2    83.9   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.8    31.6    23.7    15.8     7.9     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     2.0     4.2     6.3     8.5    10.6
(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    28.6    27.2    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.9    10.2     7.7     5.1     2.6     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    15.8    15.0    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   132.8   126.4   413.8   736.4   957.5  1067.0  1045.7
            V     107.0   103.0   103.2    93.4    79.8    61.3    47.7    34.1
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   107.0   103.0   103.2    93.4    79.8    66.2    52.5    39.2
            M       0.0   132.8   126.4   413.8   736.4   928.2   989.2   925.8
Total     : M+      0.0   347.2   330.4  1095.7  1998.4  2634.5  2993.8  3057.2
            V     201.4   192.3   192.7   170.2   137.4    99.8    67.1    34.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   201.4   192.3   192.7   170.2   137.4   104.7    71.9    39.4
            M       0.0   347.2   330.4  1095.7  1998.4  2605.1  2916.0  2937.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.78   82.67   85.00
Self wt.  : M     624.0   543.4   409.1   221.2    66.2    69.5     0.0
(Max)       V       6.2    12.4    18.7    24.9    29.0    28.9    30.6
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     105.4    91.8    69.1    37.4    11.2    11.7     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.9     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    83.9    88.2     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.8    36.7    38.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       8.5     6.3     4.2     2.0     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     256.3   223.2   168.1    90.8    27.2    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.9    11.9    12.6
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     141.4   123.2    92.7    50.1    15.0    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
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+   1067.0   957.5   736.4   413.8   126.4   132.8     0.0
            V      47.7    61.3    79.8    93.4   103.2   103.0   107.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    52.5    66.2    79.8    93.4   103.2   103.0   107.0
            M     989.2   928.2   736.4   413.8   126.4   132.8     0.0
Total     : M+   2993.8  2634.5  1998.4  1095.7   330.4   347.2     0.0
            V      67.1    99.8   137.4   170.2   192.7   192.3   201.4
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    71.9   104.7   137.4   170.2   192.7   192.3   201.4
            M    2916.0  2605.1  1998.4  1095.7   330.4   347.2     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.146   0.392   0.694   0.907   1.032   1.075 
Bottom        -0.120  -0.320  -0.565  -0.735  -0.832  -0.866 
 
Prestress
Precast-top   -0.169  -0.303  -0.506  -0.706  -0.904  -0.904 
Bottom         2.940   3.045   3.202   3.356   3.506   3.506 
 
Total
Precast-top   -0.023   0.088   0.188   0.201   0.128   0.171 
Bottom         2.820   2.724   2.637   2.622   2.674   2.640 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.42 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
 
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   0.017   0.016   0.053   0.097   0.128   0.147   0.153 
Precast-top   -0.023   0.137   0.131   0.643   1.232   1.599   1.745   1.857 
Bottom         0.595   2.339   2.255   1.859   1.299   0.947   0.798   0.697 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.146   0.392   0.694   0.907   1.032   1.075 
Bottom        -0.120  -0.320  -0.565  -0.735  -0.832  -0.866 
 
Prestress
Precast-top   -0.169  -0.303  -0.506  -0.706  -0.904  -0.904 
Bottom         2.940   3.045   3.202   3.356   3.506   3.506 
 
Total
Precast-top   -0.023   0.088   0.188   0.201   0.128   0.171 
Bottom         2.820   2.724   2.637   2.622   2.674   2.640 
 
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 = 11.42 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
 
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    7.97   16.60   25.23   33.87   42.50
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   0.058   0.055   0.180   0.322   0.419   0.467   0.463 
Precast-top   -0.012   0.101   0.097   0.423   0.797   1.035   1.134   1.185 
Bottom         0.297   1.056   1.019   0.577   0.025  -0.335  -0.496  -0.529 
 

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
    351.0    6.5   49.6    0.699   3.1   6.00e-3 50.0    363.6     1.757    3.017      0.00
      0.0    0.6   49.3     41.9 0.172      23.4 0.87    12.00     0.109    1.446 
Transfer:   3.00
    335.6    6.5   49.6    3.152  13.8   0.53e-3 30.9    269.1     0.666    1.760      0.00
    611.9    2.6   48.3    189.0 0.163      90.0 3.43    12.00     0.109    1.511 
Critical:   4.68
    324.4    6.5   49.6    3.465  13.8  -0.01e-3 29.0    220.1     0.506    0.930      0.00
   1000.8    2.9   48.2    189.0 0.158     126.6 4.83    12.00     0.109    1.512 
0.1L    :   8.63
    298.4    6.5   49.6    4.193  13.8  -0.01e-3 29.0    192.2     0.444    0.827      0.00
   1910.5    3.5   47.9    189.0 0.146     125.7 4.83    12.00     0.109    1.499 
0.2L    :  17.27
    244.8    6.5   46.8    5.642  13.8   0.49e-3 30.7    172.7     0.458    0.620      0.00
   3413.9    3.9   44.8    189.0 0.127      85.6 3.51    12.00     0.109    1.225 
0.3L    :  25.90
    192.5    6.5   48.2    5.642  13.8   1.63e-3 34.7    145.7     0.436    0.496      0.00
   4432.3    3.9   46.3    189.0 0.095      54.4 2.16    24.00     0.109    1.094 
0.4L    :  34.53
    141.3    6.5   49.7    5.642   0.0   1.99e-3 36.0    107.0     0.326    0.413      0.00
   4957.0    3.9   47.7    189.0 0.072      49.9 1.92    24.00     0.109    1.184 
0.5L    :  43.17
     91.1    6.5   49.7    5.642   0.0   1.76e-3 35.2     47.6     0.140    0.413      0.00
   5006.4    3.9   47.7    189.0 0.047      53.7 2.07    24.00     0.109    1.913 
0.6L    :  51.80
    141.3    6.5   49.7    5.642   0.0   1.99e-3 36.0    107.0     0.326    0.413      0.00
   4957.0    3.9   47.7    189.0 0.072      49.9 1.92    24.00     0.109    1.184 
0.7L    :  60.43
    192.5    6.5   48.2    5.642  13.8   1.63e-3 34.7    145.7     0.436    0.496      0.00
   4432.3    3.9   46.3    189.0 0.095      54.4 2.16    24.00     0.109    1.094 
0.8L    :  69.06
    244.8    6.5   46.8    5.642  13.8   0.49e-3 30.7    172.7     0.458    0.620      0.00
   3413.9    3.9   44.8    189.0 0.127      85.6 3.51    12.00     0.109    1.225 
0.9L    :  77.70
    298.4    6.5   49.6    4.193  13.8  -0.01e-3 29.0    192.2     0.444    0.827      0.00
   1910.5    3.5   47.9    189.0 0.146     125.7 4.83    12.00     0.109    1.499 
Critical:  81.65
    324.4    6.5   49.6    3.465  13.8  -0.01e-3 29.0    220.1     0.506    0.930      0.00
   1000.8    2.9   48.2    189.0 0.158     126.6 4.83    12.00     0.109    1.512 
Transfer:  83.33
    335.6    6.5   49.6    3.152  13.8   0.53e-3 30.9    269.1     0.666    1.760      0.00
    611.9    2.6   48.3    189.0 0.163      90.0 3.43    12.00     0.109    1.511 
Bearing :  85.67
    351.0    6.5   49.6    0.699   3.1   6.00e-3 50.0    363.6     1.757    3.017      0.00
      0.0    0.6   49.3     41.9 0.172      23.4 0.87    12.00     0.109    1.446 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1105.94
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    2.21
 
 
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
    351.0      7.91     49.61    0.59       49.32    24.00      0.300      1.886      0.000      3.017 
Transfer:      2.33
    335.6      7.72     49.61    2.61       48.31    24.00      0.300      1.823      0.000      1.760 
Critical:      4.02
    324.5      7.48     49.61    2.87       48.18    24.00      0.300      1.745      0.000      0.930 
0.1L    :      7.97
    298.4      6.92     49.61    3.46       47.89    24.00      0.300      1.558      0.000      0.827 
0.2L    :     16.60
    244.8      6.07     46.79    3.92       44.83    24.00      0.300      1.273      0.000      0.620 
0.3L    :     25.23
    192.5      4.62     48.25    3.93       46.29    24.00      0.300      0.790      0.000      0.496 
0.4L    :     33.87
    141.3      3.29     49.71    3.93       47.75    24.00      0.300      0.346      0.000      0.413 
0.5L    :     42.50
     91.1      2.12     49.71    3.93       47.75    24.00      0.300      0.000      0.000      0.413 
0.6L    :     51.13
    141.3      3.29     49.71    3.93       47.75    24.00      0.300      0.346      0.000      0.413 
0.7L    :     59.77
    192.5      4.62     48.25    3.93       46.29    24.00      0.300      0.790      0.000      0.496 
0.8L    :     68.40
    244.8      6.07     46.79    3.92       44.83    24.00      0.300      1.273      0.000      0.620 
0.9L    :     77.03
    298.4      6.92     49.61    3.46       47.89    24.00      0.300      1.558      0.000      0.827 
Critical:     80.98
    324.5      7.48     49.61    2.87       48.18    24.00      0.300      1.745      0.000      0.930 
Transfer:     82.67
    335.6      7.72     49.61    2.61       48.31    24.00      0.300      1.823      0.000      1.760 
Bearing :     85.00
    351.0      7.91     49.61    0.59       49.32    24.00      0.300      1.886      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.97 ft
Prestress      :       0.874  1.80      1.573  2.20      1.923
Self Wt.       :      -0.316  1.85     -0.585  2.40     -0.759
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          :       0.558            0.988            1.163
 
At 0.2 x L = 16.60 ft
Prestress      :       1.573  1.80      2.832  2.20      3.461
Self Wt.       :      -0.595  1.85     -1.101  2.40     -1.428
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          :       0.978            1.731            2.033
 
At 0.3 x L = 25.23 ft
Prestress      :       2.079  1.80      3.743  2.20      4.575
Self Wt.       :      -0.810  1.85     -1.498  2.40     -1.943
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.270            2.245            2.632
 
At 0.4 x L = 33.87 ft
Prestress      :       2.378  1.80      4.280  2.20      5.232
Self Wt.       :      -0.942  1.85     -1.742  2.40     -2.260
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.436            2.538            2.971
 
At 0.5 x L = 42.50 ft
Prestress      :       2.486  1.80      4.474  2.20      5.469
Self Wt.       :      -0.989  1.85     -1.829  2.40     -2.373
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.497            2.645            3.096
 
At 0.6 x L = 51.13 ft
Prestress      :       2.378  1.80      4.280  2.20      5.232
Self Wt.       :      -0.942  1.85     -1.742  2.40     -2.260
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.436            2.538            2.971
 
At 0.7 x L = 59.77 ft
Prestress      :       2.079  1.80      3.743  2.20      4.575
Self Wt.       :      -0.810  1.85     -1.498  2.40     -1.943
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.270            2.245            2.632
 
At 0.8 x L = 68.40 ft
Prestress      :       1.573  1.80      2.832  2.20      3.461
Self Wt.       :      -0.595  1.85     -1.101  2.40     -1.428
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          :       0.978            1.731            2.033
 
At 0.9 x L = 77.03 ft
Prestress      :       0.874  1.80      1.573  2.20      1.923
Self Wt.       :      -0.316  1.85     -0.585  2.40     -0.759
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          :       0.558            0.988            1.163
 

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
   602.9    44.4  3.725  264.8    3.1   2.61   3539.7  0.047T 1.00       -       -     -     -  
H/2     :   2.22
   573.8    44.4  3.581  265.0    3.0   2.51   3407.5  0.049T 1.00       -       -     -     -  
0.1L    :   7.97
  1910.5    45.3  4.955  263.2    4.1   3.46   4738.5  0.035T 1.00       -       -     -     -  
0.2L    :  16.60
  3511.1    46.8  5.642  262.5    4.6   3.92   5533.2  0.030T 1.00    647.0   647.0    8.55    -  
0.3L    :  25.23
  4623.7    48.2  5.642  262.8    4.6   3.93   5718.2  0.030T 1.00    480.0   480.0   11.91    -  
0.4L    :  33.87
  5288.0    49.7  5.642  263.0    4.6   3.93   5903.2  0.030T 1.00    388.3   388.3   15.20    -  
0.5L    :  42.50
  5481.9    49.7  5.642  263.0    4.6   3.93   5903.2  0.030T 1.00    352.0   352.0   16.77    -  
0.6L    :  51.13
  5288.0    49.7  5.642  263.0    4.6   3.93   5903.2  0.030T 1.00    388.3   388.3   15.20    -  
0.7L    :  59.77
  4623.7    48.2  5.642  262.8    4.6   3.93   5718.2  0.030T 1.00    480.0   480.0   11.91    -  
0.8L    :  68.40
  3511.1    46.8  5.642  262.5    4.6   3.92   5533.2  0.030T 1.00    647.0   647.0    8.55    -  
0.9L    :  77.03
  1910.5    45.3  4.955  263.2    4.1   3.46   4738.5  0.035T 1.00       -       -     -     -  
H/2     :  82.78
   573.8    44.4  3.581  265.0    3.0   2.51   3407.5  0.049T 1.00       -       -     -     -  
Transfer:  82.67
   602.9    44.4  3.725  264.8    3.1   2.61   3539.7  0.047T 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 1-13; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.054
        M   2.00 Fb     0.171
 
  2   2 E  42.00 Ft     0.384
        M   4.00 Fb     0.115
 
  3   2 E  40.00 Ft     0.692
        M   2.00 Fb     0.079
 
  4   2 E   6.00 Ft     0.645
        M   6.00 Fb     0.332
 
  5   2 E   6.00 Ft     0.599
        M   6.00 Fb     0.585
 
  6   2 E   6.00 Ft     0.553
        M   6.00 Fb     0.838
 
  7   2 E   4.00 Ft     0.484
        M   4.00 Fb     1.111
 
  8   2 E   4.00 Ft     0.415
        M   4.00 Fb     1.383
 
  9   2 E   4.00 Ft     0.346
        M   4.00 Fb     1.655
 
 10   2 E   2.00 Ft     0.253
        M   2.00 Fb     1.946
 
 11   2 E   2.00 Ft     0.161
        M   2.00 Fb     2.237
 
 12   2 E   2.00 Ft     0.069
        M   2.00 Fb     2.528
 
 13   2 E   2.00 Ft    -0.023
        M   2.00 Fb     2.820
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 86.33            Release Length, ft: 86.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  26
No. of strands, Draped:   4           No. of strands, Straight:  22
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  6.72 %               Final losses: 11.54 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       2.820     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.023       Trans
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5903.21     5481.87     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   0.153     Midspan
    Pre.Top:   4.200  -0.000     Bearing    3.150   1.857     Midspan
    Pre.Bot:   4.200  -0.000     Bearing    3.150   2.339    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503  -0.000     Bearing
    Pre.Bot:  -0.503  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.185     Midspan
    Pre.Bot:                                                             2.800   1.056    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.486  1.80      4.474  2.20      5.469
Self Wt.       :      -0.989  1.85     -1.829  2.40     -2.373
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.497            2.645            3.096
 
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   85.00
     DC  Line       0.087      0.00       0.087   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.330 ft
Release length = 86.330 ft
Design  length = 85.000 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)  : 0.747   (Calculated)    
Live Moment (1  lane  loaded)  : 0.523   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.175   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.940   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 4
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        691.8 in2           1421.1 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           472278 in4#
Ht. of c.g.           =        20.74 in             35.39 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8314

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     7.97    16.60    25.23    33.87    42.50
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    697.9    719.1    718.1    719.1    719.1    719.1    719.1    719.1
  Yb      ,  in    20.64    20.29    20.31    20.25    20.20    20.14    20.09    20.09
  MI(Ixx) , in4   179761   182671   182521   183290   184331   185484   186750   186750
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1426.8   1446.8   1445.8   1446.8   1446.8   1446.8   1446.8   1446.8
  Yb      ,  in    35.29    34.92    34.94    34.91    34.88    34.85    34.83    34.83
  MI(Ixx) , in4   476149   490024   489323   491324   493404   495592   497889   497889

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  26 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 34.53 ft from member end )
END PATTERN (Ycg = 9.38 in):
    10 @  2.000 in     6 @  4.000 in     6 @  6.000 in     2 @ 40.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.54 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     6 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    5.64 in2      Initial Pull          =     1105.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.781 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.727 ft
Holddown Force        =  15.538 kips     Beam Shrtng (PL/AE)   =      0.327 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)       
--------------------------------------------------------------------------------------
      2245.740         740 1661.847     15.361 62211.688   883.525     546.463        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      0.5833     No
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       4.50       1.7500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.5000      4.5000    Yes
      2      US#5[M16]       60.00        0.62       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      8.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.9167     20.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.9167     29.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      29.6670     56.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      56.6631     65.4134    Yes
      2      US#5[M16]       60.00        0.62      12.00      65.4134     77.4134    Yes
      2      US#5[M16]       60.00        0.62       9.00      77.4134     81.1634    Yes
      2      US#5[M16]       60.00        0.62       8.00      81.1634     81.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      81.8301     83.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      83.8301     84.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      84.5801     85.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      85.7467     86.2051     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 86.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.6420 in2       Ycg =  3.54 in
         P_init    =     1105.9 kips  Ecc = 17.20 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    13.17 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.254 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.59 ksi    0.00 ksi
    due to Composite Loads                                 -1.74 ksi    0.00 ksi
    due to Live Loads                                      -5.61 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        11.42 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 13.17 ksi  ( 6.72 %)             9.46 ksi ( 4.82 %)
Total Prestress Losses                                    22.63 ksi (11.54 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.4 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    69.5    66.2   221.2   409.1   543.4   624.0   650.8
(Max)       V      30.6    28.9    29.0    24.9    18.7    12.4     6.2     0.0
DL-Prec.  : M       0.0    11.7    11.2    37.4    69.1    91.8   105.4   109.9
DC(Max)     V       5.2     4.9     4.9     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    88.2    83.9   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.8    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.6     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    28.6    27.2    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.9    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    15.0    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   189.1   180.0   597.5  1091.7  1426.7  1625.3  1674.6
            V     132.1   127.1   127.3   114.9    97.2    79.4    55.3    37.6
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   132.1   127.1   127.3   114.9    98.1    82.1    66.7    51.9
            M      -0.0   194.2   184.9   597.5  1036.1  1317.4  1436.1  1403.0
Total     : M+      0.0   403.5   384.0  1279.4  2353.7  3103.6  3552.0  3686.1
            V     226.6   216.3   216.8   191.7   154.8   117.9    74.7    37.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   226.6   216.3   216.8   191.7   155.8   120.6    86.1    52.2
            M      -0.0   408.6   389.0  1279.4  2298.1  2994.3  3362.9  3414.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.78   82.67   85.00
Self wt.  : M     624.0   543.4   409.1   221.2    66.2    69.5     0.0
(Max)       V       6.2    12.4    18.7    24.9    29.0    28.9    30.6
DL-Prec.  : M     105.4    91.8    69.1    37.4    11.2    11.7     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.9     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    83.9    88.2     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.8    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     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     256.3   223.2   168.1    90.8    27.2    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.9    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    15.0    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1625.3  1426.7  1091.7   597.5   180.0   189.1     0.0
            V      55.3    79.4    97.2   114.9   127.3   127.1   132.1
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    66.7    82.1    98.1   114.9   127.3   127.1   132.1
            M    1436.1  1317.4  1036.1   597.5   184.9   194.2    -0.0
Total     : M+   3552.0  3103.6  2353.7  1279.4   384.0   403.5     0.0
            V      74.7   117.9   154.8   191.7   216.8   216.3   226.6
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    86.1   120.6   155.8   191.7   216.8   216.3   226.6
            M    3362.9  2994.3  2298.1  1279.4   389.0   408.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               30.6             30.6
Deck+Haunch            38.8             38.8
Diaphragm               0.2              0.3
DL-Prec.(DC)            5.2              5.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           34.7             34.7
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    69.5    66.2   221.2   409.1   543.4   624.0   650.8
(Max)       V      30.6    28.9    29.0    24.9    18.7    12.4     6.2     0.0
DL-Prec.  : M       0.0    11.7    11.2    37.4    69.1    91.8   105.4   109.9
DC(Max)     V       5.2     4.9     4.9     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    88.2    83.9   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.8    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.6     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    28.6    27.2    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.9    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    15.0    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   151.3   144.0   478.0   873.4  1141.4  1300.2  1339.7
            V     105.7   101.7   101.9    91.9    77.7    63.5    44.3    30.1
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   105.7   101.7   101.9    91.9    78.5    65.7    53.3    41.5
            M      -0.0   155.4   148.0   478.0   828.9  1053.9  1148.9  1122.4
Total     : M+      0.0   365.7   348.0  1159.9  2135.3  2818.3  3227.0  3351.2
            V     200.1   190.9   191.4   168.7   135.4   102.0    63.6    30.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   200.1   190.9   191.4   168.7   136.1   104.2    72.7    41.8
            M      -0.0   369.8   352.0  1159.9  2090.9  2730.8  3075.7  3133.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.78   82.67   85.00
Self wt.  : M     624.0   543.4   409.1   221.2    66.2    69.5     0.0
(Max)       V       6.2    12.4    18.7    24.9    29.0    28.9    30.6
DL-Prec.  : M     105.4    91.8    69.1    37.4    11.2    11.7     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.9     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    83.9    88.2     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.8    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     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     256.3   223.2   168.1    90.8    27.2    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.9    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    15.0    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1300.2  1141.4   873.4   478.0   144.0   151.3     0.0
            V      44.3    63.5    77.7    91.9   101.9   101.7   105.7
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    53.3    65.7    78.5    91.9   101.9   101.7   105.7
            M    1148.9  1053.9   828.9   478.0   148.0   155.4    -0.0
Total     : M+   3227.0  2818.3  2135.3  1159.9   348.0   365.7     0.0
            V      63.6   102.0   135.4   168.7   191.4   190.9   200.1
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    72.7   104.2   136.1   168.7   191.4   190.9   200.1
            M    3075.7  2730.8  2090.9  1159.9   352.0   369.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    86.9    82.7   276.4   511.4   679.2   780.0   813.5
(Max)       V      38.3    36.2    36.3    31.1    23.3    15.6     7.8     0.0
Self wt.  : M       0.0    62.6    59.6   199.0   368.2   489.1   561.6   585.7
(Min)       V      27.6    26.0    26.1    22.4    16.8    11.2     5.6     0.0
DL-Prec.  : M       0.0    14.7    14.0    46.7    86.4   114.7   131.7   137.4
DC(Max)     V       6.5     6.1     6.1     5.3     3.9     2.6     1.3     0.0
DL-Prec.  : M       0.0    10.6    10.1    33.6    62.2    82.6    94.9    98.9
DC(Min)     V       4.7     4.4     4.4     3.8     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   110.2   104.9   350.6   648.5   861.3   989.0  1031.6
Haunch (Max)V      48.5    45.9    46.0    39.4    29.6    19.7     9.9     0.0
Deck +    : M       0.0    79.4    75.5   252.4   466.9   620.2   712.1   742.7
Haunch (Min)V      35.0    33.0    33.1    28.4    21.3    14.2     7.1     0.0
Diaphragm : M       0.0     0.7     0.7     2.5     5.2     7.9    10.6    13.3
(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     1.8     3.7     5.7     7.6     9.6
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.7    34.0   113.6   210.1   279.0   320.4   334.2
DC(Max)     V      15.7    14.9    14.9    12.8     9.6     6.4     3.2     0.0
DL-Comp   : M       0.0    25.7    24.5    81.8   151.2   200.9   230.7   240.6
DC(Min)     V      11.3    10.7    10.7     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    23.6    22.5    75.2   139.1   184.7   212.1   221.3
DW(Max)     V      10.4     9.8     9.9     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.2     9.8    32.6    60.3    80.1    91.9    95.9
DW(Min)     V       4.5     4.3     4.3     3.7     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   331.0   315.0  1045.6  1910.5  2496.7  2844.2  2930.6
            V     231.3   222.4   222.9   201.1   170.0   139.0    96.8    65.8
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   231.3   222.4   222.9   201.1   171.7   143.6   116.7    90.8
            M      -0.0   339.9   323.7  1045.6  1813.2  2305.4  2513.2  2455.2
Total     : M+      0.0   602.9   573.8  1910.5  3511.1  4623.7  5288.0  5481.9
            V     351.0   335.6   336.4   298.4   243.1   187.8   121.4    66.1
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   351.0   335.6   336.4   298.4   244.8   192.5   141.3    91.1
            M      -0.0   611.9   582.4  1910.5  3413.9  4432.3  4957.0  5006.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.78   82.67   85.00
Self wt.  : M     780.0   679.2   511.4   276.4    82.7    86.9     0.0
(Max)       V       7.8    15.6    23.3    31.1    36.3    36.2    38.3
Self wt.  : M     561.6   489.1   368.2   199.0    59.6    62.6     0.0
(Min)       V       5.6    11.2    16.8    22.4    26.1    26.0    27.6
DL-Prec.  : M     131.7   114.7    86.4    46.7    14.0    14.7     0.0
DC(Max)     V       1.3     2.6     3.9     5.3     6.1     6.1     6.5
DL-Prec.  : M      94.9    82.6    62.2    33.6    10.1    10.6     0.0
DC(Min)     V       0.9     1.9     2.8     3.8     4.4     4.4     4.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     989.0   861.3   648.5   350.6   104.9   110.2     0.0
Haunch (Max)V       9.9    19.7    29.6    39.4    46.0    45.9    48.5
Deck +    : M     712.1   620.2   466.9   252.4    75.5    79.4     0.0
Haunch (Min)V       7.1    14.2    21.3    28.4    33.1    33.0    35.0
Diaphragm : M      10.6     7.9     5.2     2.5     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       7.6     5.7     3.7     1.8     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     320.4   279.0   210.1   113.6    34.0    35.7     0.0
DC(Max)     V       3.2     6.4     9.6    12.8    14.9    14.9    15.7
DL-Comp   : M     230.7   200.9   151.2    81.8    24.5    25.7     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.7    10.7    11.3
DL-Comp   : M     212.1   184.7   139.1    75.2    22.5    23.6     0.0
DW(Max)     V       2.1     4.2     6.3     8.5     9.9     9.8    10.4
DL-Comp   : M      91.9    80.1    60.3    32.6     9.8    10.2     0.0
DW(Min)     V       0.9     1.8     2.7     3.7     4.3     4.3     4.5
LL + I    : M+   2844.2  2496.7  1910.5  1045.6   315.0   331.0     0.0
            V      96.8   139.0   170.0   201.1   222.9   222.4   231.3
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   116.7   143.6   171.7   201.1   222.9   222.4   231.3
            M    2513.2  2305.4  1813.2  1045.6   323.7   339.9    -0.0
Total     : M+   5288.0  4623.7  3511.1  1910.5   573.8   602.9     0.0
            V     121.4   187.8   243.1   298.4   336.4   335.6   351.0
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   141.3   192.5   244.8   298.4   336.4   335.6   351.0
            M    4957.0  4432.3  3413.9  1910.5   582.4   611.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               38.3             38.3
Deck+Haunch            48.5             48.5
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.5              6.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           52.1             52.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    69.5    66.2   221.2   409.1   543.4   624.0   650.8
(Max)       V      30.6    28.9    29.0    24.9    18.7    12.4     6.2     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    11.7    11.2    37.4    69.1    91.8   105.4   109.9
DC(Max)     V       5.2     4.9     4.9     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    88.2    83.9   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.8    31.6    23.7    15.8     7.9     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     2.0     4.2     6.3     8.5    10.6
(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    28.6    27.2    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.9    10.2     7.7     5.1     2.6     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    15.8    15.0    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   132.8   126.4   413.8   736.4   957.5  1067.0  1045.7
            V     107.0   103.0   103.2    93.4    79.8    61.3    47.7    34.1
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   107.0   103.0   103.2    93.4    79.8    66.2    52.5    39.2
            M       0.0   132.8   126.4   413.8   736.4   928.2   989.2   925.8
Total     : M+      0.0   347.2   330.4  1095.7  1998.4  2634.5  2993.8  3057.2
            V     201.4   192.3   192.7   170.2   137.4    99.8    67.1    34.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   201.4   192.3   192.7   170.2   137.4   104.7    71.9    39.4
            M       0.0   347.2   330.4  1095.7  1998.4  2605.1  2916.0  2937.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.78   82.67   85.00
Self wt.  : M     624.0   543.4   409.1   221.2    66.2    69.5     0.0
(Max)       V       6.2    12.4    18.7    24.9    29.0    28.9    30.6
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     105.4    91.8    69.1    37.4    11.2    11.7     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.9     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    83.9    88.2     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.8    36.7    38.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       8.5     6.3     4.2     2.0     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     256.3   223.2   168.1    90.8    27.2    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.9    11.9    12.6
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     141.4   123.2    92.7    50.1    15.0    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
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+   1067.0   957.5   736.4   413.8   126.4   132.8     0.0
            V      47.7    61.3    79.8    93.4   103.2   103.0   107.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    52.5    66.2    79.8    93.4   103.2   103.0   107.0
            M     989.2   928.2   736.4   413.8   126.4   132.8     0.0
Total     : M+   2993.8  2634.5  1998.4  1095.7   330.4   347.2     0.0
            V      67.1    99.8   137.4   170.2   192.7   192.3   201.4
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    71.9   104.7   137.4   170.2   192.7   192.3   201.4
            M    2916.0  2605.1  1998.4  1095.7   330.4   347.2     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.146   0.392   0.694   0.907   1.032   1.075 
Bottom        -0.120  -0.320  -0.565  -0.735  -0.832  -0.866 
 
Prestress
Precast-top   -0.169  -0.303  -0.506  -0.706  -0.904  -0.904 
Bottom         2.940   3.045   3.202   3.356   3.506   3.506 
 
Total
Precast-top   -0.023   0.088   0.188   0.201   0.128   0.171 
Bottom         2.820   2.724   2.637   2.622   2.674   2.640 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.42 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
 
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   0.017   0.016   0.053   0.097   0.128   0.147   0.153 
Precast-top   -0.023   0.137   0.131   0.643   1.232   1.599   1.745   1.857 
Bottom         0.595   2.339   2.255   1.859   1.299   0.947   0.798   0.697 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.146   0.392   0.694   0.907   1.032   1.075 
Bottom        -0.120  -0.320  -0.565  -0.735  -0.832  -0.866 
 
Prestress
Precast-top   -0.169  -0.303  -0.506  -0.706  -0.904  -0.904 
Bottom         2.940   3.045   3.202   3.356   3.506   3.506 
 
Total
Precast-top   -0.023   0.088   0.188   0.201   0.128   0.171 
Bottom         2.820   2.724   2.637   2.622   2.674   2.640 
 
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 = 11.42 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
 
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    7.97   16.60   25.23   33.87   42.50
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   0.058   0.055   0.180   0.322   0.419   0.467   0.463 
Precast-top   -0.012   0.101   0.097   0.423   0.797   1.035   1.134   1.185 
Bottom         0.297   1.056   1.019   0.577   0.025  -0.335  -0.496  -0.529 
 

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
    351.0    6.5   49.6    0.699   3.1   6.00e-3 50.0    363.6     1.757    3.017      0.00
      0.0    0.6   49.3     41.9 0.172      23.4 0.87    12.00     0.109    1.446 
Transfer:   3.00
    335.6    6.5   49.6    3.152  13.8   0.53e-3 30.9    269.1     0.666    1.760      0.00
    611.9    2.6   48.3    189.0 0.163      90.0 3.43    12.00     0.109    1.511 
Critical:   4.68
    324.4    6.5   49.6    3.465  13.8  -0.01e-3 29.0    220.1     0.506    0.930      0.00
   1000.8    2.9   48.2    189.0 0.158     126.6 4.83    12.00     0.109    1.512 
0.1L    :   8.63
    298.4    6.5   49.6    4.193  13.8  -0.01e-3 29.0    192.2     0.444    0.827      0.00
   1910.5    3.5   47.9    189.0 0.146     125.7 4.83    12.00     0.109    1.499 
0.2L    :  17.27
    244.8    6.5   46.8    5.642  13.8   0.49e-3 30.7    172.7     0.458    0.620      0.00
   3413.9    3.9   44.8    189.0 0.127      85.6 3.51    12.00     0.109    1.225 
0.3L    :  25.90
    192.5    6.5   48.2    5.642  13.8   1.63e-3 34.7    145.7     0.436    0.496      0.00
   4432.3    3.9   46.3    189.0 0.095      54.4 2.16    24.00     0.109    1.094 
0.4L    :  34.53
    141.3    6.5   49.7    5.642   0.0   1.99e-3 36.0    107.0     0.326    0.413      0.00
   4957.0    3.9   47.7    189.0 0.072      49.9 1.92    24.00     0.109    1.184 
0.5L    :  43.17
     91.1    6.5   49.7    5.642   0.0   1.76e-3 35.2     47.6     0.140    0.413      0.00
   5006.4    3.9   47.7    189.0 0.047      53.7 2.07    24.00     0.109    1.913 
0.6L    :  51.80
    141.3    6.5   49.7    5.642   0.0   1.99e-3 36.0    107.0     0.326    0.413      0.00
   4957.0    3.9   47.7    189.0 0.072      49.9 1.92    24.00     0.109    1.184 
0.7L    :  60.43
    192.5    6.5   48.2    5.642  13.8   1.63e-3 34.7    145.7     0.436    0.496      0.00
   4432.3    3.9   46.3    189.0 0.095      54.4 2.16    24.00     0.109    1.094 
0.8L    :  69.06
    244.8    6.5   46.8    5.642  13.8   0.49e-3 30.7    172.7     0.458    0.620      0.00
   3413.9    3.9   44.8    189.0 0.127      85.6 3.51    12.00     0.109    1.225 
0.9L    :  77.70
    298.4    6.5   49.6    4.193  13.8  -0.01e-3 29.0    192.2     0.444    0.827      0.00
   1910.5    3.5   47.9    189.0 0.146     125.7 4.83    12.00     0.109    1.499 
Critical:  81.65
    324.4    6.5   49.6    3.465  13.8  -0.01e-3 29.0    220.1     0.506    0.930      0.00
   1000.8    2.9   48.2    189.0 0.158     126.6 4.83    12.00     0.109    1.512 
Transfer:  83.33
    335.6    6.5   49.6    3.152  13.8   0.53e-3 30.9    269.1     0.666    1.760      0.00
    611.9    2.6   48.3    189.0 0.163      90.0 3.43    12.00     0.109    1.511 
Bearing :  85.67
    351.0    6.5   49.6    0.699   3.1   6.00e-3 50.0    363.6     1.757    3.017      0.00
      0.0    0.6   49.3     41.9 0.172      23.4 0.87    12.00     0.109    1.446 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1105.94
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    2.21
 
 
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
    351.0      7.91     49.61    0.59       49.32    24.00      0.300      1.886      0.000      3.017 
Transfer:      2.33
    335.6      7.72     49.61    2.61       48.31    24.00      0.300      1.823      0.000      1.760 
Critical:      4.02
    324.5      7.48     49.61    2.87       48.18    24.00      0.300      1.745      0.000      0.930 
0.1L    :      7.97
    298.4      6.92     49.61    3.46       47.89    24.00      0.300      1.558      0.000      0.827 
0.2L    :     16.60
    244.8      6.07     46.79    3.92       44.83    24.00      0.300      1.273      0.000      0.620 
0.3L    :     25.23
    192.5      4.62     48.25    3.93       46.29    24.00      0.300      0.790      0.000      0.496 
0.4L    :     33.87
    141.3      3.29     49.71    3.93       47.75    24.00      0.300      0.346      0.000      0.413 
0.5L    :     42.50
     91.1      2.12     49.71    3.93       47.75    24.00      0.300      0.000      0.000      0.413 
0.6L    :     51.13
    141.3      3.29     49.71    3.93       47.75    24.00      0.300      0.346      0.000      0.413 
0.7L    :     59.77
    192.5      4.62     48.25    3.93       46.29    24.00      0.300      0.790      0.000      0.496 
0.8L    :     68.40
    244.8      6.07     46.79    3.92       44.83    24.00      0.300      1.273      0.000      0.620 
0.9L    :     77.03
    298.4      6.92     49.61    3.46       47.89    24.00      0.300      1.558      0.000      0.827 
Critical:     80.98
    324.5      7.48     49.61    2.87       48.18    24.00      0.300      1.745      0.000      0.930 
Transfer:     82.67
    335.6      7.72     49.61    2.61       48.31    24.00      0.300      1.823      0.000      1.760 
Bearing :     85.00
    351.0      7.91     49.61    0.59       49.32    24.00      0.300      1.886      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.97 ft
Prestress      :       0.874  1.80      1.573  2.20      1.923
Self Wt.       :      -0.316  1.85     -0.585  2.40     -0.759
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          :       0.558            0.988            1.163
 
At 0.2 x L = 16.60 ft
Prestress      :       1.573  1.80      2.832  2.20      3.461
Self Wt.       :      -0.595  1.85     -1.101  2.40     -1.428
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          :       0.978            1.731            2.033
 
At 0.3 x L = 25.23 ft
Prestress      :       2.079  1.80      3.743  2.20      4.575
Self Wt.       :      -0.810  1.85     -1.498  2.40     -1.943
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.270            2.245            2.632
 
At 0.4 x L = 33.87 ft
Prestress      :       2.378  1.80      4.280  2.20      5.232
Self Wt.       :      -0.942  1.85     -1.742  2.40     -2.260
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.436            2.538            2.971
 
At 0.5 x L = 42.50 ft
Prestress      :       2.486  1.80      4.474  2.20      5.469
Self Wt.       :      -0.989  1.85     -1.829  2.40     -2.373
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.497            2.645            3.096
 
At 0.6 x L = 51.13 ft
Prestress      :       2.378  1.80      4.280  2.20      5.232
Self Wt.       :      -0.942  1.85     -1.742  2.40     -2.260
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.436            2.538            2.971
 
At 0.7 x L = 59.77 ft
Prestress      :       2.079  1.80      3.743  2.20      4.575
Self Wt.       :      -0.810  1.85     -1.498  2.40     -1.943
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.270            2.245            2.632
 
At 0.8 x L = 68.40 ft
Prestress      :       1.573  1.80      2.832  2.20      3.461
Self Wt.       :      -0.595  1.85     -1.101  2.40     -1.428
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          :       0.978            1.731            2.033
 
At 0.9 x L = 77.03 ft
Prestress      :       0.874  1.80      1.573  2.20      1.923
Self Wt.       :      -0.316  1.85     -0.585  2.40     -0.759
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          :       0.558            0.988            1.163
 

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
   602.9    44.4  3.725  264.8    3.1   2.61   3539.7  0.047T 1.00       -       -     -     -  
H/2     :   2.22
   573.8    44.4  3.581  265.0    3.0   2.51   3407.5  0.049T 1.00       -       -     -     -  
0.1L    :   7.97
  1910.5    45.3  4.955  263.2    4.1   3.46   4738.5  0.035T 1.00       -       -     -     -  
0.2L    :  16.60
  3511.1    46.8  5.642  262.5    4.6   3.92   5533.2  0.030T 1.00    647.0   647.0    8.55    -  
0.3L    :  25.23
  4623.7    48.2  5.642  262.8    4.6   3.93   5718.2  0.030T 1.00    480.0   480.0   11.91    -  
0.4L    :  33.87
  5288.0    49.7  5.642  263.0    4.6   3.93   5903.2  0.030T 1.00    388.3   388.3   15.20    -  
0.5L    :  42.50
  5481.9    49.7  5.642  263.0    4.6   3.93   5903.2  0.030T 1.00    352.0   352.0   16.77    -  
0.6L    :  51.13
  5288.0    49.7  5.642  263.0    4.6   3.93   5903.2  0.030T 1.00    388.3   388.3   15.20    -  
0.7L    :  59.77
  4623.7    48.2  5.642  262.8    4.6   3.93   5718.2  0.030T 1.00    480.0   480.0   11.91    -  
0.8L    :  68.40
  3511.1    46.8  5.642  262.5    4.6   3.92   5533.2  0.030T 1.00    647.0   647.0    8.55    -  
0.9L    :  77.03
  1910.5    45.3  4.955  263.2    4.1   3.46   4738.5  0.035T 1.00       -       -     -     -  
H/2     :  82.78
   573.8    44.4  3.581  265.0    3.0   2.51   3407.5  0.049T 1.00       -       -     -     -  
Transfer:  82.67
   602.9    44.4  3.725  264.8    3.1   2.61   3539.7  0.047T 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 1-13; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.054
        M   2.00 Fb     0.171
 
  2   2 E  42.00 Ft     0.384
        M   4.00 Fb     0.115
 
  3   2 E  40.00 Ft     0.692
        M   2.00 Fb     0.079
 
  4   2 E   6.00 Ft     0.645
        M   6.00 Fb     0.332
 
  5   2 E   6.00 Ft     0.599
        M   6.00 Fb     0.585
 
  6   2 E   6.00 Ft     0.553
        M   6.00 Fb     0.838
 
  7   2 E   4.00 Ft     0.484
        M   4.00 Fb     1.111
 
  8   2 E   4.00 Ft     0.415
        M   4.00 Fb     1.383
 
  9   2 E   4.00 Ft     0.346
        M   4.00 Fb     1.655
 
 10   2 E   2.00 Ft     0.253
        M   2.00 Fb     1.946
 
 11   2 E   2.00 Ft     0.161
        M   2.00 Fb     2.237
 
 12   2 E   2.00 Ft     0.069
        M   2.00 Fb     2.528
 
 13   2 E   2.00 Ft    -0.023
        M   2.00 Fb     2.820
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 86.33            Release Length, ft: 86.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  26
No. of strands, Draped:   4           No. of strands, Straight:  22
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  6.72 %               Final losses: 11.54 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       2.820     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.023       Trans
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5903.21     5481.87     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   0.153     Midspan
    Pre.Top:   4.200  -0.000     Bearing    3.150   1.857     Midspan
    Pre.Bot:   4.200  -0.000     Bearing    3.150   2.339    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503  -0.000     Bearing
    Pre.Bot:  -0.503  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.185     Midspan
    Pre.Bot:                                                             2.800   1.056    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.486  1.80      4.474  2.20      5.469
Self Wt.       :      -0.989  1.85     -1.829  2.40     -2.373
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.497            2.645            3.096
 
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   85.00
     DC  Line       0.076      0.00       0.076   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.330 ft
Release length = 86.330 ft
Design  length = 85.000 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)  : 0.732   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.934   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.029   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 5
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        691.8 in2           1334.1 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           453733 in4#
Ht. of c.g.           =        20.74 in             34.48 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1525.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8314

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     7.97    16.60    25.23    33.87    42.50
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    697.9    719.1    718.1    719.1    719.1    719.1    719.1    719.1
  Yb      ,  in    20.64    20.29    20.31    20.25    20.20    20.14    20.09    20.09
  MI(Ixx) , in4   179761   182671   182521   183290   184331   185484   186750   186750
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1339.8   1359.8   1358.8   1359.8   1359.8   1359.8   1359.8   1359.8
  Yb      ,  in    34.38    34.00    34.02    33.98    33.95    33.93    33.90    33.90
  MI(Ixx) , in4   457338   470261   469608   471515   473526   475645   477871   477871

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  26 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 34.53 ft from member end )
END PATTERN (Ycg = 9.38 in):
    10 @  2.000 in     6 @  4.000 in     6 @  6.000 in     2 @ 40.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.54 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     6 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    5.64 in2      Initial Pull          =     1105.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.706 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.633 ft
Holddown Force        =  15.538 kips     Beam Shrtng (PL/AE)   =      0.327 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)       
--------------------------------------------------------------------------------------
      2245.740         740 1661.847     15.361 62211.688   883.525     546.463        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      0.5833     No
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       4.50       1.7500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.5000      4.5000    Yes
      2      US#5[M16]       60.00        0.62       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      8.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.9167     20.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.9167     29.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      29.6670     56.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      56.6631     65.4134    Yes
      2      US#5[M16]       60.00        0.62      12.00      65.4134     77.4134    Yes
      2      US#5[M16]       60.00        0.62       9.00      77.4134     81.1634    Yes
      2      US#5[M16]       60.00        0.62       8.00      81.1634     81.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      81.8301     83.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      83.8301     84.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      84.5801     85.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      85.7467     86.2051     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 86.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.6420 in2       Ycg =  3.54 in
         P_init    =     1105.9 kips  Ecc = 17.20 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    13.17 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.254 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.92 ksi    0.00 ksi
    due to Composite Loads                                 -1.76 ksi    0.00 ksi
    due to Live Loads                                      -6.07 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        11.42 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 13.17 ksi  ( 6.72 %)             9.65 ksi ( 4.92 %)
Total Prestress Losses                                    22.82 ksi (11.64 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    69.5    66.2   221.2   409.1   543.4   624.0   650.8
(Max)       V      30.6    28.9    29.0    24.9    18.7    12.4     6.2     0.0
DL-Prec.  : M       0.0    10.7    10.2    34.1    63.1    83.8    96.3   100.4
DC(Max)     V       4.7     4.5     4.5     3.8     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
Deck +    : M       0.0    77.7    73.9   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    32.4    27.8    20.8    13.9     6.9     0.0
Diaphragm : M       0.0     0.3     0.3     1.0     2.1     3.2     4.2     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.6    27.2    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.9    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    15.0    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   202.4   192.7   639.5  1168.5  1527.1  1739.6  1792.5
            V     115.7   111.3   111.5   100.6    85.1    69.5    48.4    32.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   115.7   111.3   111.5   100.6    85.9    71.9    58.4    45.4
            M      -0.0   207.9   198.0   639.5  1109.0  1410.1  1537.2  1501.7
Total     : M+      0.0   405.0   385.4  1283.7  2360.6  3110.7  3558.7  3690.7
            V     204.9   195.6   196.1   173.1   139.5   105.8    66.7    33.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   204.9   195.6   196.1   173.1   140.3   108.2    76.6    45.6
            M      -0.0   410.5   390.7  1283.7  2301.1  2993.7  3356.2  3399.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.78   82.67   85.00
Self wt.  : M     624.0   543.4   409.1   221.2    66.2    69.5     0.0
(Max)       V       6.2    12.4    18.7    24.9    29.0    28.9    30.6
DL-Prec.  : M      96.3    83.8    63.1    34.1    10.2    10.7     0.0
DC(Max)     V       1.0     1.9     2.9     3.8     4.5     4.5     4.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     696.9   606.9   456.9   247.0    73.9    77.7     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    32.4    32.3    34.2
Diaphragm : M       4.2     3.2     2.1     1.0     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     256.3   223.2   168.1    90.8    27.2    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.9    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    15.0    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1739.6  1527.1  1168.5   639.5   192.7   202.4     0.0
            V      48.4    69.5    85.1   100.6   111.5   111.3   115.7
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    58.4    71.9    85.9   100.6   111.5   111.3   115.7
            M    1537.2  1410.1  1109.0   639.5   198.0   207.9    -0.0
Total     : M+   3558.7  3110.7  2360.6  1283.7   385.4   405.0     0.0
            V      66.7   105.8   139.5   173.1   196.1   195.6   204.9
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    76.6   108.2   140.3   173.1   196.1   195.6   204.9
            M    3356.2  2993.7  2301.1  1283.7   390.7   410.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               30.6             30.6
Deck+Haunch            34.2             34.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.7              4.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           34.7             34.7
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    69.5    66.2   221.2   409.1   543.4   624.0   650.8
(Max)       V      30.6    28.9    29.0    24.9    18.7    12.4     6.2     0.0
DL-Prec.  : M       0.0    10.7    10.2    34.1    63.1    83.8    96.3   100.4
DC(Max)     V       4.7     4.5     4.5     3.8     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
Deck +    : M       0.0    77.7    73.9   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    32.4    27.8    20.8    13.9     6.9     0.0
Diaphragm : M       0.0     0.3     0.3     1.0     2.1     3.2     4.2     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.6    27.2    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.9    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    15.0    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   162.0   154.1   511.6   934.8  1221.7  1391.7  1434.0
            V      92.6    89.0    89.2    80.5    68.1    55.6    38.8    26.3
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    92.6    89.0    89.2    80.5    68.7    57.5    46.7    36.4
            M      -0.0   166.3   158.4   511.6   887.2  1128.0  1229.8  1201.4
Total     : M+      0.0   364.5   346.9  1155.8  2126.9  2805.3  3210.7  3332.2
            V     181.8   173.3   173.8   153.0   122.5    91.9    57.0    26.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   181.8   173.3   173.8   153.0   123.1    93.8    64.9    36.5
            M      -0.0   368.9   351.1  1155.8  2079.3  2711.7  3048.8  3099.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.78   82.67   85.00
Self wt.  : M     624.0   543.4   409.1   221.2    66.2    69.5     0.0
(Max)       V       6.2    12.4    18.7    24.9    29.0    28.9    30.6
DL-Prec.  : M      96.3    83.8    63.1    34.1    10.2    10.7     0.0
DC(Max)     V       1.0     1.9     2.9     3.8     4.5     4.5     4.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     696.9   606.9   456.9   247.0    73.9    77.7     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    32.4    32.3    34.2
Diaphragm : M       4.2     3.2     2.1     1.0     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     256.3   223.2   168.1    90.8    27.2    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.9    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    15.0    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1391.7  1221.7   934.8   511.6   154.1   162.0     0.0
            V      38.8    55.6    68.1    80.5    89.2    89.0    92.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    46.7    57.5    68.7    80.5    89.2    89.0    92.6
            M    1229.8  1128.0   887.2   511.6   158.4   166.3    -0.0
Total     : M+   3210.7  2805.3  2126.9  1155.8   346.9   364.5     0.0
            V      57.0    91.9   122.5   153.0   173.8   173.3   181.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    64.9    93.8   123.1   153.0   173.8   173.3   181.8
            M    3048.8  2711.7  2079.3  1155.8   351.1   368.9    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    86.9    82.7   276.4   511.4   679.2   780.0   813.5
(Max)       V      38.3    36.2    36.3    31.1    23.3    15.6     7.8     0.0
Self wt.  : M       0.0    62.6    59.6   199.0   368.2   489.1   561.6   585.7
(Min)       V      27.6    26.0    26.1    22.4    16.8    11.2     5.6     0.0
DL-Prec.  : M       0.0    13.4    12.8    42.6    78.9   104.8   120.3   125.5
DC(Max)     V       5.9     5.6     5.6     4.8     3.6     2.4     1.2     0.0
DL-Prec.  : M       0.0     9.7     9.2    30.7    56.8    75.4    86.6    90.4
DC(Min)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    97.1    92.4   308.7   571.2   758.6   871.1   908.6
Haunch (Max)V      42.8    40.4    40.5    34.7    26.1    17.4     8.7     0.0
Deck +    : M       0.0    69.9    66.5   222.3   411.2   546.2   627.2   654.2
Haunch (Min)V      30.8    29.1    29.2    25.0    18.8    12.5     6.3     0.0
Diaphragm : M       0.0     0.4     0.3     1.2     2.6     3.9     5.3     6.6
(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     0.9     1.9     2.8     3.8     4.8
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    35.7    34.0   113.6   210.1   279.0   320.4   334.2
DC(Max)     V      15.7    14.9    14.9    12.8     9.6     6.4     3.2     0.0
DL-Comp   : M       0.0    25.7    24.5    81.8   151.2   200.9   230.7   240.6
DC(Min)     V      11.3    10.7    10.7     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    23.6    22.5    75.2   139.1   184.7   212.1   221.3
DW(Max)     V      10.4     9.8     9.9     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.2     9.8    32.6    60.3    80.1    91.9    95.9
DW(Min)     V       4.5     4.3     4.3     3.7     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   354.3   337.2  1119.1  2044.9  2672.4  3044.3  3136.9
            V     202.5   194.7   195.1   176.1   148.9   121.7    84.8    57.6
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   202.5   194.7   195.1   176.1   150.4   125.8   102.2    79.5
            M      -0.0   363.8   346.4  1119.1  1940.8  2467.6  2690.1  2628.0
Total     : M+      0.0   611.4   581.9  1937.0  3558.1  4682.8  5353.5  5546.5
            V     315.7   301.8   302.5   268.1   217.9   167.8   107.9    57.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   315.7   301.8   302.5   268.1   219.4   171.9   125.3    79.7
            M      -0.0   621.0   591.1  1937.0  3454.0  4477.9  4999.2  5037.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.78   82.67   85.00
Self wt.  : M     780.0   679.2   511.4   276.4    82.7    86.9     0.0
(Max)       V       7.8    15.6    23.3    31.1    36.3    36.2    38.3
Self wt.  : M     561.6   489.1   368.2   199.0    59.6    62.6     0.0
(Min)       V       5.6    11.2    16.8    22.4    26.1    26.0    27.6
DL-Prec.  : M     120.3   104.8    78.9    42.6    12.8    13.4     0.0
DC(Max)     V       1.2     2.4     3.6     4.8     5.6     5.6     5.9
DL-Prec.  : M      86.6    75.4    56.8    30.7     9.2     9.7     0.0
DC(Min)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
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     871.1   758.6   571.2   308.7    92.4    97.1     0.0
Haunch (Max)V       8.7    17.4    26.1    34.7    40.5    40.4    42.8
Deck +    : M     627.2   546.2   411.2   222.3    66.5    69.9     0.0
Haunch (Min)V       6.3    12.5    18.8    25.0    29.2    29.1    30.8
Diaphragm : M       5.3     3.9     2.6     1.2     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.8     2.8     1.9     0.9     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     320.4   279.0   210.1   113.6    34.0    35.7     0.0
DC(Max)     V       3.2     6.4     9.6    12.8    14.9    14.9    15.7
DL-Comp   : M     230.7   200.9   151.2    81.8    24.5    25.7     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.7    10.7    11.3
DL-Comp   : M     212.1   184.7   139.1    75.2    22.5    23.6     0.0
DW(Max)     V       2.1     4.2     6.3     8.5     9.9     9.8    10.4
DL-Comp   : M      91.9    80.1    60.3    32.6     9.8    10.2     0.0
DW(Min)     V       0.9     1.8     2.7     3.7     4.3     4.3     4.5
LL + I    : M+   3044.3  2672.4  2044.9  1119.1   337.2   354.3     0.0
            V      84.8   121.7   148.9   176.1   195.1   194.7   202.5
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   102.2   125.8   150.4   176.1   195.1   194.7   202.5
            M    2690.1  2467.6  1940.8  1119.1   346.4   363.8    -0.0
Total     : M+   5353.5  4682.8  3558.1  1937.0   581.9   611.4     0.0
            V     107.9   167.8   217.9   268.1   302.5   301.8   315.7
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   125.3   171.9   219.4   268.1   302.5   301.8   315.7
            M    4999.2  4477.9  3454.0  1937.0   591.1   621.0    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               38.3             38.3
Deck+Haunch            42.8             42.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.9              5.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           52.1             52.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    69.5    66.2   221.2   409.1   543.4   624.0   650.8
(Max)       V      30.6    28.9    29.0    24.9    18.7    12.4     6.2     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    10.7    10.2    34.1    63.1    83.8    96.3   100.4
DC(Max)     V       4.7     4.5     4.5     3.8     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
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    77.7    73.9   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    32.4    27.8    20.8    13.9     6.9     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     1.0     2.1     3.2     4.2     5.3
(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    28.6    27.2    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.9    10.2     7.7     5.1     2.6     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    15.8    15.0    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   203.3   193.5   633.3  1127.0  1465.5  1633.0  1600.4
            V     117.1   112.8   113.0   102.2    87.3    67.1    52.2    37.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   117.1   112.8   113.0   102.2    87.3    72.4    57.5    42.9
            M       0.0   203.3   193.5   633.3  1127.0  1420.6  1514.0  1416.9
Total     : M+      0.0   405.8   386.2  1277.5  2319.1  3049.1  3452.1  3498.6
            V     206.3   197.1   197.5   174.7   141.7   103.5    70.5    37.4
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   206.3   197.1   197.5   174.7   141.7   108.7    75.7    43.0
            M       0.0   405.8   386.2  1277.5  2319.1  3004.2  3333.0  3315.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.78   82.67   85.00
Self wt.  : M     624.0   543.4   409.1   221.2    66.2    69.5     0.0
(Max)       V       6.2    12.4    18.7    24.9    29.0    28.9    30.6
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      96.3    83.8    63.1    34.1    10.2    10.7     0.0
DC(Max)     V       1.0     1.9     2.9     3.8     4.5     4.5     4.7
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     696.9   606.9   456.9   247.0    73.9    77.7     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    32.4    32.3    34.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.2     3.2     2.1     1.0     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     256.3   223.2   168.1    90.8    27.2    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.9    11.9    12.6
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     141.4   123.2    92.7    50.1    15.0    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
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+   1633.0  1465.5  1127.0   633.3   193.5   203.3     0.0
            V      52.2    67.1    87.3   102.2   113.0   112.8   117.1
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    57.5    72.4    87.3   102.2   113.0   112.8   117.1
            M    1514.0  1420.6  1127.0   633.3   193.5   203.3     0.0
Total     : M+   3452.1  3049.1  2319.1  1277.5   386.2   405.8     0.0
            V      70.5   103.5   141.7   174.7   197.5   197.1   206.3
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    75.7   108.7   141.7   174.7   197.5   197.1   206.3
            M    3333.0  3004.2  2319.1  1277.5   386.2   405.8     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.146   0.392   0.694   0.907   1.032   1.075 
Bottom        -0.120  -0.320  -0.565  -0.735  -0.832  -0.866 
 
Prestress
Precast-top   -0.169  -0.303  -0.506  -0.706  -0.904  -0.904 
Bottom         2.940   3.045   3.202   3.356   3.506   3.506 
 
Total
Precast-top   -0.023   0.088   0.188   0.201   0.128   0.171 
Bottom         2.820   2.724   2.637   2.622   2.674   2.640 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.42 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
 
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   0.018   0.017   0.057   0.106   0.140   0.161   0.168 
Precast-top   -0.023   0.119   0.114   0.586   1.128   1.461   1.586   1.690 
Bottom         0.595   2.355   2.269   1.908   1.388   1.064   0.933   0.838 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.146   0.392   0.694   0.907   1.032   1.075 
Bottom        -0.120  -0.320  -0.565  -0.735  -0.832  -0.866 
 
Prestress
Precast-top   -0.169  -0.303  -0.506  -0.706  -0.904  -0.904 
Bottom         2.940   3.045   3.202   3.356   3.506   3.506 
 
Total
Precast-top   -0.023   0.088   0.188   0.201   0.128   0.171 
Bottom         2.820   2.724   2.637   2.622   2.674   2.640 
 
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 = 11.42 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    7.97   16.60   25.23   33.87   42.50
 
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    7.97   16.60   25.23   33.87   42.50
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   0.092   0.088   0.287   0.511   0.664   0.740   0.730 
Precast-top   -0.012   0.117   0.111   0.471   0.880   1.140   1.248   1.291 
Bottom         0.297   1.001   0.966   0.406  -0.276  -0.722  -0.924  -0.943 
 

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
    315.7    6.5   49.6    0.701   3.1   6.00e-3 50.0    324.4     1.569    3.017      0.00
      0.0    0.7   49.3     41.9 0.155      23.4 0.87    12.00     0.109    1.607 
Transfer:   3.00
    301.8    6.5   49.6    3.164  13.8  -0.01e-3 29.0    195.4     0.450    1.760      0.00
    621.0    3.0   48.1    189.0 0.147     126.2 4.82    12.00     0.109    1.674 
Critical:   4.66
    291.7    6.5   49.6    3.474  13.8  -0.03e-3 28.9    182.4     0.420    0.930      0.00
   1011.6    3.3   48.0    189.0 0.142     127.9 4.91    12.00     0.109    1.684 
0.1L    :   8.63
    268.1    6.5   49.6    4.205  13.8  -0.01e-3 28.9    158.4     0.368    0.827      0.00
   1937.0    3.9   47.6    189.0 0.131     125.7 4.85    12.00     0.109    1.664 
0.2L    :  17.27
    219.4    6.5   46.8    5.642  13.8   0.43e-3 30.5    142.2     0.376    0.620      0.00
   3454.0    4.5   44.6    189.0 0.113      87.8 3.63    24.00     0.109    1.378 
0.3L    :  25.90
    171.9    6.5   48.2    5.642  13.8   1.61e-3 34.6    122.9     0.369    0.496      0.00
   4477.9    4.5   46.0    189.0 0.085      54.3 2.17    24.00     0.109    1.222 
0.4L    :  34.53
    125.3    6.5   49.7    5.642   0.0   2.00e-3 36.0     89.7     0.275    0.413      0.00
   4999.2    4.5   47.5    189.0 0.064      49.5 1.92    24.00     0.109    1.325 
0.5L    :  43.17
     79.7    6.5   49.7    5.642   0.0   1.78e-3 35.2     35.5     0.109    0.413      0.00
   5037.6    4.5   47.5    189.0 0.041      53.0 2.05    24.00     0.109    2.168 
0.6L    :  51.80
    125.3    6.5   49.7    5.642   0.0   2.00e-3 36.0     89.7     0.275    0.413      0.00
   4999.2    4.5   47.5    189.0 0.064      49.5 1.92    24.00     0.109    1.325 
0.7L    :  60.43
    171.9    6.5   48.2    5.642  13.8   1.61e-3 34.6    122.9     0.369    0.496      0.00
   4477.9    4.5   46.0    189.0 0.085      54.3 2.17    24.00     0.109    1.222 
0.8L    :  69.06
    219.4    6.5   46.8    5.642  13.8   0.43e-3 30.5    142.2     0.376    0.620      0.00
   3454.0    4.5   44.6    189.0 0.113      87.8 3.63    24.00     0.109    1.378 
0.9L    :  77.70
    268.1    6.5   49.6    4.205  13.8  -0.01e-3 28.9    158.4     0.368    0.827      0.00
   1937.0    3.9   47.6    189.0 0.131     125.7 4.85    12.00     0.109    1.664 
Critical:  81.67
    291.7    6.5   49.6    3.474  13.8  -0.03e-3 28.9    182.4     0.420    0.930      0.00
   1011.6    3.3   48.0    189.0 0.142     127.9 4.91    12.00     0.109    1.684 
Transfer:  83.33
    301.8    6.5   49.6    3.164  13.8  -0.01e-3 29.0    195.4     0.450    1.760      0.00
    621.0    3.0   48.1    189.0 0.147     126.2 4.82    12.00     0.109    1.674 
Bearing :  85.67
    315.7    6.5   49.6    0.701   3.1   6.00e-3 50.0    324.4     1.569    3.017      0.00
      0.0    0.7   49.3     41.9 0.155      23.4 0.87    12.00     0.109    1.607 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1105.94
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    2.21
 
 
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
    315.7      7.12     49.61    0.67       49.28    24.00      0.300      1.623      0.000      3.017 
Transfer:      2.33
    301.8      6.97     49.61    2.98       48.12    24.00      0.300      1.573      0.000      1.760 
Critical:      4.00
    291.8      6.76     49.61    3.26       47.98    24.00      0.300      1.503      0.000      0.930 
0.1L    :      7.97
    268.1      6.25     49.61    3.93       47.65    24.00      0.300      1.334      0.000      0.827 
0.2L    :     16.60
    219.4      5.47     46.79    4.45       44.56    24.00      0.300      1.074      0.000      0.620 
0.3L    :     25.23
    171.9      4.15     48.25    4.46       46.02    24.00      0.300      0.633      0.000      0.496 
0.4L    :     33.87
    125.3      2.93     49.71    4.46       47.48    24.00      0.300      0.227      0.000      0.413 
0.5L    :     42.50
     79.7      1.86     49.71    4.46       47.48    24.00      0.300      0.000      0.000      0.413 
0.6L    :     51.13
    125.3      2.93     49.71    4.46       47.48    24.00      0.300      0.227      0.000      0.413 
0.7L    :     59.77
    171.9      4.15     48.25    4.46       46.02    24.00      0.300      0.633      0.000      0.496 
0.8L    :     68.40
    219.4      5.47     46.79    4.45       44.56    24.00      0.300      1.074      0.000      0.620 
0.9L    :     77.03
    268.1      6.25     49.61    3.93       47.65    24.00      0.300      1.334      0.000      0.827 
Critical:     81.00
    291.8      6.76     49.61    3.26       47.98    24.00      0.300      1.503      0.000      0.930 
Transfer:     82.67
    301.8      6.97     49.61    2.98       48.12    24.00      0.300      1.573      0.000      1.760 
Bearing :     85.00
    315.7      7.12     49.61    0.67       49.28    24.00      0.300      1.623      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.97 ft
Prestress      :       0.874  1.80      1.573  2.20      1.923
Self Wt.       :      -0.316  1.85     -0.585  2.40     -0.759
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          :       0.558            0.988            1.163
 
At 0.2 x L = 16.60 ft
Prestress      :       1.573  1.80      2.832  2.20      3.461
Self Wt.       :      -0.595  1.85     -1.101  2.40     -1.428
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          :       0.978            1.731            2.033
 
At 0.3 x L = 25.23 ft
Prestress      :       2.079  1.80      3.743  2.20      4.575
Self Wt.       :      -0.810  1.85     -1.498  2.40     -1.943
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.270            2.245            2.632
 
At 0.4 x L = 33.87 ft
Prestress      :       2.378  1.80      4.280  2.20      5.232
Self Wt.       :      -0.942  1.85     -1.742  2.40     -2.260
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.436            2.538            2.971
 
At 0.5 x L = 42.50 ft
Prestress      :       2.486  1.80      4.474  2.20      5.469
Self Wt.       :      -0.989  1.85     -1.829  2.40     -2.373
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.497            2.645            3.096
 
At 0.6 x L = 51.13 ft
Prestress      :       2.378  1.80      4.280  2.20      5.232
Self Wt.       :      -0.942  1.85     -1.742  2.40     -2.260
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.436            2.538            2.971
 
At 0.7 x L = 59.77 ft
Prestress      :       2.079  1.80      3.743  2.20      4.575
Self Wt.       :      -0.810  1.85     -1.498  2.40     -1.943
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.270            2.245            2.632
 
At 0.8 x L = 68.40 ft
Prestress      :       1.573  1.80      2.832  2.20      3.461
Self Wt.       :      -0.595  1.85     -1.101  2.40     -1.428
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          :       0.978            1.731            2.033
 
At 0.9 x L = 77.03 ft
Prestress      :       0.874  1.80      1.573  2.20      1.923
Self Wt.       :      -0.316  1.85     -0.585  2.40     -0.759
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          :       0.558            0.988            1.163
 

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
   611.4    44.4  3.739  264.0    3.5   2.98   3527.7  0.041T 1.00       -       -     -     -  
H/2     :   2.22
   581.9    44.4  3.594  264.3    3.4   2.86   3396.8  0.043T 1.00       -       -     -     -  
0.1L    :   7.97
  1937.0    45.3  4.970  262.3    4.6   3.93   4710.4  0.030T 1.00       -       -     -     -  
0.2L    :  16.60
  3558.1    46.8  5.642  261.5    5.2   4.45   5479.7  0.026T 1.00    688.9   688.9    7.95    -  
0.3L    :  25.23
  4682.8    48.2  5.642  261.8    5.2   4.46   5664.6  0.026T 1.00    540.6   540.6   10.48    -  
0.4L    :  33.87
  5353.5    49.7  5.642  262.0    5.2   4.46   5849.5  0.026T 1.00    459.8   459.8   12.72    -  
0.5L    :  42.50
  5546.5    49.7  5.642  262.0    5.2   4.46   5849.5  0.026T 1.00    427.7   427.7   13.68    -  
0.6L    :  51.13
  5353.5    49.7  5.642  262.0    5.2   4.46   5849.5  0.026T 1.00    459.8   459.8   12.72    -  
0.7L    :  59.77
  4682.8    48.2  5.642  261.8    5.2   4.46   5664.6  0.026T 1.00    540.6   540.6   10.48    -  
0.8L    :  68.40
  3558.1    46.8  5.642  261.5    5.2   4.45   5479.7  0.026T 1.00    688.9   688.9    7.95    -  
0.9L    :  77.03
  1937.0    45.3  4.970  262.3    4.6   3.93   4710.4  0.030T 1.00       -       -     -     -  
H/2     :  82.78
   581.9    44.4  3.594  264.3    3.4   2.86   3396.8  0.043T 1.00       -       -     -     -  
Transfer:  82.67
   611.4    44.4  3.739  264.0    3.5   2.98   3527.7  0.041T 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 1-13; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.054
        M   2.00 Fb     0.171
 
  2   2 E  42.00 Ft     0.384
        M   4.00 Fb     0.115
 
  3   2 E  40.00 Ft     0.692
        M   2.00 Fb     0.079
 
  4   2 E   6.00 Ft     0.645
        M   6.00 Fb     0.332
 
  5   2 E   6.00 Ft     0.599
        M   6.00 Fb     0.585
 
  6   2 E   6.00 Ft     0.553
        M   6.00 Fb     0.838
 
  7   2 E   4.00 Ft     0.484
        M   4.00 Fb     1.111
 
  8   2 E   4.00 Ft     0.415
        M   4.00 Fb     1.383
 
  9   2 E   4.00 Ft     0.346
        M   4.00 Fb     1.655
 
 10   2 E   2.00 Ft     0.253
        M   2.00 Fb     1.946
 
 11   2 E   2.00 Ft     0.161
        M   2.00 Fb     2.237
 
 12   2 E   2.00 Ft     0.069
        M   2.00 Fb     2.528
 
 13   2 E   2.00 Ft    -0.023
        M   2.00 Fb     2.820
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 86.33            Release Length, ft: 86.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  26
No. of strands, Draped:   4           No. of strands, Straight:  22
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  6.72 %               Final losses: 11.64 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       2.820     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.023       Trans
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5849.46     5546.52     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   0.168     Midspan
    Pre.Top:   4.200  -0.000     Bearing    3.150   1.690     Midspan
    Pre.Bot:   4.200  -0.000     Bearing    3.150   2.355    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503  -0.000     Bearing
    Pre.Bot:  -0.503  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.291     Midspan
    Pre.Bot:                                                             2.800   1.001    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.486  1.80      4.474  2.20      5.469
Self Wt.       :      -0.989  1.85     -1.829  2.40     -2.373
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.497            2.645            3.096
 
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

