 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTC90 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 90 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_91.tmp\BTC90-0_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 =     91.330
Bearing-to-bearing, ft =     90.000
Release span      , ft =     91.330
 
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   90.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   90.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   90.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   90.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   90.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   90.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   90.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   90.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   90.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   90.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   90.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   45.000
   1    2        0.500   45.000
   1    3        0.500   45.000
   1    4        0.500   45.000
   1    5        0.250   45.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   90.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   90.00   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    0.048     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:
 30 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 36.53 ft from member end )
 
END PATTERN (Ycg = 10.80 in):
 
  12 @  2.000 in 6 @  4.000 in 6 @  6.000 in 2 @ 38.000 in 
  2 @ 40.000 in  2 @ 42.000 in                             
 
MID PATTERN (Ycg = 3.60 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  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  8.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.1667 20.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 20.1667 27.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 27.6667 63.6634 Yes       
       2 US#5[M16]  60.0  0.62   15.00 63.6634 71.1634 Yes       
       2 US#5[M16]  60.0  0.62   12.00 71.1634 83.1634 Yes       
       2 US#5[M16]  60.0  0.62    9.00 83.1634 86.1634 Yes       
       2 US#5[M16]  60.0  0.62    8.00 86.1634 86.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 86.8301 88.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 88.8301 89.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 89.5801 90.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 90.7467 91.2051 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 91.3300       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:
 30 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 36.53 ft from member end )
 
END PATTERN (Ycg = 10.80 in):
 
  12 @  2.000 in 6 @  4.000 in 6 @  6.000 in 2 @ 38.000 in 
  2 @ 40.000 in  2 @ 42.000 in                             
 
MID PATTERN (Ycg = 3.60 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  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  8.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.1667 20.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 20.1667 27.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 27.6667 63.6634 Yes       
       2 US#5[M16]  60.0  0.62   15.00 63.6634 71.1634 Yes       
       2 US#5[M16]  60.0  0.62   12.00 71.1634 83.1634 Yes       
       2 US#5[M16]  60.0  0.62    9.00 83.1634 86.1634 Yes       
       2 US#5[M16]  60.0  0.62    8.00 86.1634 86.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 86.8301 88.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 88.8301 89.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 89.5801 90.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 90.7467 91.2051 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 91.3300       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:
 30 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 36.53 ft from member end )
 
END PATTERN (Ycg = 10.80 in):
 
  12 @  2.000 in 6 @  4.000 in 6 @  6.000 in 2 @ 38.000 in 
  2 @ 40.000 in  2 @ 42.000 in                             
 
MID PATTERN (Ycg = 3.60 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  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  8.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.1667 20.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 20.1667 27.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 27.6667 63.6634 Yes       
       2 US#5[M16]  60.0  0.62   15.00 63.6634 71.1634 Yes       
       2 US#5[M16]  60.0  0.62   12.00 71.1634 83.1634 Yes       
       2 US#5[M16]  60.0  0.62    9.00 83.1634 86.1634 Yes       
       2 US#5[M16]  60.0  0.62    8.00 86.1634 86.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 86.8301 88.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 88.8301 89.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 89.5801 90.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 90.7467 91.2051 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 91.3300       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:
 30 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 36.53 ft from member end )
 
END PATTERN (Ycg = 10.80 in):
 
  12 @  2.000 in 6 @  4.000 in 6 @  6.000 in 2 @ 38.000 in 
  2 @ 40.000 in  2 @ 42.000 in                             
 
MID PATTERN (Ycg = 3.60 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  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  8.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.1667 20.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 20.1667 27.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 27.6667 63.6634 Yes       
       2 US#5[M16]  60.0  0.62   15.00 63.6634 71.1634 Yes       
       2 US#5[M16]  60.0  0.62   12.00 71.1634 83.1634 Yes       
       2 US#5[M16]  60.0  0.62    9.00 83.1634 86.1634 Yes       
       2 US#5[M16]  60.0  0.62    8.00 86.1634 86.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 86.8301 88.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 88.8301 89.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 89.5801 90.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 90.7467 91.2051 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 91.3300       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:
 30 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 36.53 ft from member end )
 
END PATTERN (Ycg = 10.80 in):
 
  12 @  2.000 in 6 @  4.000 in 6 @  6.000 in 2 @ 38.000 in 
  2 @ 40.000 in  2 @ 42.000 in                             
 
MID PATTERN (Ycg = 3.60 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  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  8.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.1667 20.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 20.1667 27.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 27.6667 63.6634 Yes       
       2 US#5[M16]  60.0  0.62   15.00 63.6634 71.1634 Yes       
       2 US#5[M16]  60.0  0.62   12.00 71.1634 83.1634 Yes       
       2 US#5[M16]  60.0  0.62    9.00 83.1634 86.1634 Yes       
       2 US#5[M16]  60.0  0.62    8.00 86.1634 86.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 86.8301 88.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 88.8301 89.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 89.5801 90.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 90.7467 91.2051 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 91.3300       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   90.00
     DC  Line       0.052      0.00       0.052   90.00
     DC  Line       0.076      0.00       0.076   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.330 ft
Release length = 91.330 ft
Design  length = 90.000 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)  : 0.720   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.938   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.033   (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     8.47    17.60    26.73    35.87    45.00
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    698.8    723.3    722.1    723.3    723.3    723.3    723.3    723.3
  Yb      ,  in    20.64    20.28    20.30    20.23    20.15    20.07    19.99    19.99
  MI(Ixx) , in4   179673   182316   182178   183128   184500   186068   187831   187831
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1340.7   1363.8   1362.6   1363.8   1363.8   1363.8   1363.8   1363.8
  Yb      ,  in    34.37    33.96    33.98    33.93    33.89    33.85    33.81    33.81
  MI(Ixx) , in4   457442   470822   470143   472566   475321   478263   481394   481394

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:  30 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 36.53 ft from member end )
END PATTERN (Ycg = 10.80 in):
    12 @  2.000 in     6 @  4.000 in     6 @  6.000 in     2 @ 38.000 in
     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.60 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  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     =    6.51 in2      Initial Pull          =     1276.1 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.706 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.632 ft
Holddown Force        =  20.888 kips     Beam Shrtng (PL/AE)   =      0.397 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)       
--------------------------------------------------------------------------------------
      2741.376         740 2028.618     16.251 65814.820   901.108     578.113        
 
 
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      8.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.1667     20.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.1667     27.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      27.6667     63.6634    Yes
      2      US#5[M16]       60.00        0.62      15.00      63.6634     71.1634    Yes
      2      US#5[M16]       60.00        0.62      12.00      71.1634     83.1634    Yes
      2      US#5[M16]       60.00        0.62       9.00      83.1634     86.1634    Yes
      2      US#5[M16]       60.00        0.62       8.00      86.1634     86.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      86.8301     88.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      88.8301     89.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      89.5801     90.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      90.7467     91.2051     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 91.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.5100 in2       Ycg =  3.60 in
         P_init    =     1276.1 kips  Ecc = 17.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.91 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.552 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.73 ksi    0.00 ksi
    due to Composite Loads                                 -1.95 ksi    0.00 ksi
    due to Live Loads                                      -6.51 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                        13.18 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.91 ksi  ( 7.61 %)             9.96 ksi ( 5.08 %)
Total Prestress Losses                                    24.87 ksi (12.69 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.1 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    73.8    70.2   248.8   459.1   609.4   699.6   729.6
(Max)       V      32.4    30.7    30.8    26.3    19.7    13.2     6.6     0.0
DL-Prec.  : M       0.0    16.7    15.9    56.3   104.0   138.0   158.4   165.2
DC(Max)     V       7.3     7.0     7.0     6.0     4.5     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    82.4    78.4   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    34.4    29.4    22.1    14.7     7.4     0.0
Diaphragm : M       0.0     0.3     0.3     1.1     2.2     3.3     4.5     5.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.3    28.8   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.7    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    15.9    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     7.0     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   206.9   196.9   693.4  1265.2  1654.3  1885.3  1944.3
            V     118.4   114.1   114.3   102.9    87.0    71.1    49.3    33.3
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   118.4   114.1   114.3   102.9    87.9    73.6    59.8    46.6
            M       0.0   212.8   202.6   693.4  1198.5  1523.1  1661.3  1625.5
Total     : M+      0.0   427.0   406.3  1435.9  2635.9  3474.1  3975.0  4124.7
            V     215.2   205.9   206.4   181.5   146.0   110.4    69.0    33.5
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   215.2   205.9   206.4   181.5   146.9   112.9    79.5    46.8
            M       0.0   432.9   412.1  1435.9  2569.2  3342.9  3751.0  3805.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.78   87.67   90.00
Self wt.  : M     699.6   609.4   459.1   248.8    70.2    73.8     0.0
(Max)       V       6.6    13.2    19.7    26.3    30.8    30.7    32.4
DL-Prec.  : M     158.4   138.0   104.0    56.3    15.9    16.7     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     781.3   680.6   512.8   277.8    78.4    82.4     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    34.4    34.3    36.2
Diaphragm : M       4.5     3.3     2.2     1.1     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     287.4   250.3   188.6   102.2    28.8    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.7    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    15.9    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.4
LL + I    : M+   1885.3  1654.3  1265.2   693.4   196.9   206.9     0.0
            V      49.3    71.1    87.0   102.9   114.3   114.1   118.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.8    73.6    87.9   102.9   114.3   114.1   118.4
            M    1661.3  1523.1  1198.5   693.4   202.6   212.8    -0.0
Total     : M+   3975.0  3474.1  2635.9  1435.9   406.3   427.0     0.0
            V      69.0   110.4   146.0   181.5   206.4   205.9   215.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    79.5   112.9   146.9   181.5   206.4   205.9   215.2
            M    3751.0  3342.9  2569.2  1435.9   412.1   432.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               32.4             32.4
Deck+Haunch            36.2             36.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            7.3              7.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           36.8             36.8
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    73.8    70.2   248.8   459.1   609.4   699.6   729.6
(Max)       V      32.4    30.7    30.8    26.3    19.7    13.2     6.6     0.0
DL-Prec.  : M       0.0    16.7    15.9    56.3   104.0   138.0   158.4   165.2
DC(Max)     V       7.3     7.0     7.0     6.0     4.5     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    82.4    78.4   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    34.4    29.4    22.1    14.7     7.4     0.0
Diaphragm : M       0.0     0.3     0.3     1.1     2.2     3.3     4.5     5.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.3    28.8   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.7    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    15.9    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     7.0     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   165.5   157.5   554.7  1012.1  1323.5  1508.2  1555.4
            V      94.7    91.3    91.5    82.3    69.6    56.8    39.4    26.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    94.7    91.3    91.5    82.3    70.3    58.8    47.8    37.3
            M       0.0   170.2   162.1   554.7   958.8  1218.5  1329.0  1300.4
Total     : M+      0.0   385.6   366.9  1297.2  2382.9  3143.3  3597.9  3735.8
            V     191.5   183.1   183.5   160.9   128.6    96.2    59.2    26.8
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   191.5   183.1   183.5   160.9   129.3    98.2    67.6    37.4
            M       0.0   390.4   371.5  1297.2  2329.5  3038.3  3418.7  3480.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.78   87.67   90.00
Self wt.  : M     699.6   609.4   459.1   248.8    70.2    73.8     0.0
(Max)       V       6.6    13.2    19.7    26.3    30.8    30.7    32.4
DL-Prec.  : M     158.4   138.0   104.0    56.3    15.9    16.7     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     781.3   680.6   512.8   277.8    78.4    82.4     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    34.4    34.3    36.2
Diaphragm : M       4.5     3.3     2.2     1.1     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     287.4   250.3   188.6   102.2    28.8    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.7    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    15.9    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.4
LL + I    : M+   1508.2  1323.5  1012.1   554.7   157.5   165.5     0.0
            V      39.4    56.8    69.6    82.3    91.5    91.3    94.7
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    47.8    58.8    70.3    82.3    91.5    91.3    94.7
            M    1329.0  1218.5   958.8   554.7   162.1   170.2    -0.0
Total     : M+   3597.9  3143.3  2382.9  1297.2   366.9   385.6     0.0
            V      59.2    96.2   128.6   160.9   183.5   183.1   191.5
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    67.6    98.2   129.3   160.9   183.5   183.1   191.5
            M    3418.7  3038.3  2329.5  1297.2   371.5   390.4    -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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    92.2    87.7   311.0   573.9   761.8   874.5   912.0
(Max)       V      40.5    38.4    38.5    32.9    24.7    16.5     8.2     0.0
Self wt.  : M       0.0    66.4    63.2   223.9   413.2   548.5   629.6   656.7
(Min)       V      29.2    27.7    27.7    23.7    17.8    11.8     5.9     0.0
DL-Prec.  : M       0.0    20.9    19.9    70.4   130.0   172.5   198.0   206.5
DC(Max)     V       9.2     8.7     8.7     7.5     5.6     3.7     1.9     0.0
DL-Prec.  : M       0.0    15.0    14.3    50.7    93.6   124.2   142.6   148.7
DC(Min)     V       6.6     6.3     6.3     5.4     4.0     2.7     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   103.0    98.0   347.3   641.0   850.8   976.6  1018.6
Haunch (Max)V      45.3    42.9    43.0    36.8    27.6    18.4     9.2     0.0
Deck +    : M       0.0    74.1    70.5   250.0   461.5   612.6   703.2   733.4
Haunch (Min)V      32.6    30.9    31.0    26.5    19.8    13.2     6.6     0.0
Diaphragm : M       0.0     0.4     0.3     1.3     2.8     4.2     5.6     7.0
(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     1.0     2.0     3.0     4.0     5.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.9    36.0   127.7   235.7   312.9   359.2   374.6
DC(Max)     V      16.7    15.8    15.8    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    27.3    25.9    92.0   169.7   225.3   258.6   269.7
DC(Min)     V      12.0    11.4    11.4     9.7     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    25.1    23.9    84.6   156.1   207.2   237.8   248.1
DW(Max)     V      11.0    10.5    10.5     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    10.9    10.3    36.7    67.6    89.8   103.1   107.5
DW(Min)     V       4.8     4.5     4.5     3.9     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   362.0   344.5  1213.4  2214.0  2895.0  3299.2  3402.5
            V     207.2   199.7   200.1   180.1   152.2   124.4    86.2    58.3
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   207.2   199.7   200.1   180.1   153.8   128.7   104.7    81.6
            M       0.0   372.4   354.6  1213.4  2097.3  2665.5  2907.2  2844.6
Total     : M+      0.0   641.4   610.3  2155.6  3953.5  5204.3  5951.0  6169.3
            V     330.0   316.2   316.9   279.8   227.1   174.3   111.3    58.5
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   330.0   316.2   316.9   279.8   228.7   178.7   129.7    81.8
            M       0.0   651.8   620.3  2155.6  3836.8  4974.8  5559.0  5611.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.78   87.67   90.00
Self wt.  : M     874.5   761.8   573.9   311.0    87.7    92.2     0.0
(Max)       V       8.2    16.5    24.7    32.9    38.5    38.4    40.5
Self wt.  : M     629.6   548.5   413.2   223.9    63.2    66.4     0.0
(Min)       V       5.9    11.8    17.8    23.7    27.7    27.7    29.2
DL-Prec.  : M     198.0   172.5   130.0    70.4    19.9    20.9     0.0
DC(Max)     V       1.9     3.7     5.6     7.5     8.7     8.7     9.2
DL-Prec.  : M     142.6   124.2    93.6    50.7    14.3    15.0     0.0
DC(Min)     V       1.3     2.7     4.0     5.4     6.3     6.3     6.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     976.6   850.8   641.0   347.3    98.0   103.0     0.0
Haunch (Max)V       9.2    18.4    27.6    36.8    43.0    42.9    45.3
Deck +    : M     703.2   612.6   461.5   250.0    70.5    74.1     0.0
Haunch (Min)V       6.6    13.2    19.8    26.5    31.0    30.9    32.6
Diaphragm : M       5.6     4.2     2.8     1.3     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.0     3.0     2.0     1.0     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     359.2   312.9   235.7   127.7    36.0    37.9     0.0
DC(Max)     V       3.4     6.8    10.1    13.5    15.8    15.8    16.7
DL-Comp   : M     258.6   225.3   169.7    92.0    25.9    27.3     0.0
DC(Min)     V       2.4     4.9     7.3     9.7    11.4    11.4    12.0
DL-Comp   : M     237.8   207.2   156.1    84.6    23.9    25.1     0.0
DW(Max)     V       2.2     4.5     6.7     9.0    10.5    10.5    11.0
DL-Comp   : M     103.1    89.8    67.6    36.6    10.3    10.9     0.0
DW(Min)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.8
LL + I    : M+   3299.2  2895.0  2214.0  1213.4   344.5   362.0     0.0
            V      86.2   124.4   152.2   180.1   200.1   199.7   207.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   104.7   128.7   153.8   180.1   200.1   199.7   207.2
            M    2907.2  2665.5  2097.3  1213.4   354.6   372.4    -0.0
Total     : M+   5951.0  5204.3  3953.5  2155.6   610.3   641.4     0.0
            V     111.3   174.3   227.1   279.8   316.9   316.2   330.0
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   129.7   178.7   228.7   279.8   316.9   316.2   330.0
            M    5559.0  4974.8  3836.8  2155.6   620.3   651.8    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               40.5             40.5
Deck+Haunch            45.3             45.3
Diaphragm               0.2              0.2
DL-Prec.(DC)            9.2              9.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           55.1             55.1
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    73.8    70.2   248.8   459.1   609.4   699.6   729.6
(Max)       V      32.4    30.7    30.8    26.3    19.7    13.2     6.6     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    16.7    15.9    56.3   104.0   138.0   158.4   165.2
DC(Max)     V       7.3     7.0     7.0     6.0     4.5     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    82.4    78.4   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    34.4    29.4    22.1    14.7     7.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.1     2.2     3.3     4.5     5.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    30.3    28.8   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.7    10.8     8.1     5.4     2.7     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    16.7    15.9    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     7.0     6.0     4.5     3.0     1.5     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   207.0   197.0   684.7  1219.2  1586.9  1772.0  1745.3
            V     119.4   115.2   115.4   104.4    89.4    68.6    53.6    38.6
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   119.4   115.2   115.4   104.4    89.4    74.5    59.5    44.5
            M       0.0   207.0   197.0   684.7  1219.2  1541.9  1652.9  1552.1
Total     : M+      0.0   427.1   406.5  1427.3  2590.0  3406.8  3861.7  3925.8
            V     216.2   207.0   207.5   183.0   148.4   107.9    73.3    38.7
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   216.2   207.0   207.5   183.0   148.4   113.8    79.2    44.7
            M       0.0   427.1   406.5  1427.3  2590.0  3361.7  3742.6  3732.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.78   87.67   90.00
Self wt.  : M     699.6   609.4   459.1   248.8    70.2    73.8     0.0
(Max)       V       6.6    13.2    19.7    26.3    30.8    30.7    32.4
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     158.4   138.0   104.0    56.3    15.9    16.7     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     781.3   680.6   512.8   277.8    78.4    82.4     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    34.4    34.3    36.2
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       4.5     3.3     2.2     1.1     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     287.4   250.3   188.6   102.2    28.8    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.7    12.6    13.3
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     158.6   138.1   104.1    56.4    15.9    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.4
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+   1772.0  1586.9  1219.2   684.7   197.0   207.0     0.0
            V      53.6    68.6    89.4   104.4   115.4   115.2   119.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.5    74.5    89.4   104.4   115.4   115.2   119.4
            M    1652.9  1541.9  1219.2   684.7   197.0   207.0     0.0
Total     : M+   3861.7  3406.8  2590.0  1427.3   406.5   427.1     0.0
            V      73.3   107.9   148.4   183.0   207.5   207.0   216.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    79.2   113.8   148.4   183.0   207.5   207.0   216.2
            M    3742.6  3361.7  2590.0  1427.3   406.5   427.1     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.13   18.27   27.40   36.53   45.67
 
Beam-Self
Precast-top    0.155   0.439   0.777   1.015   1.152   1.200 
Bottom        -0.127  -0.359  -0.630  -0.817  -0.921  -0.960 
 
Prestress
Precast-top    0.022  -0.174  -0.462  -0.744  -1.021  -1.021 
Bottom         3.194   3.347   3.569   3.784   3.991   3.991 
 
Total
Precast-top    0.177   0.265   0.316   0.271   0.132   0.180 
Bottom         3.067   2.988   2.939   2.967   3.069   3.031 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.32 %)
             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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top    0.020   0.019   0.021  -0.153  -0.405  -0.652  -0.895  -0.895
Bottom         0.639   2.801   2.696   2.935   3.129   3.318   3.499   3.499
 
Self wt.
Precast-top   -0.000   0.120   0.114   0.404   0.742   0.980   1.118   1.166
Bottom        -0.000  -0.098  -0.094  -0.330  -0.602  -0.789  -0.894  -0.932
 
DL-Prec (DC)
Precast-top   -0.000   0.027   0.026   0.091   0.168   0.222   0.253   0.264
Bottom        -0.000  -0.022  -0.021  -0.075  -0.136  -0.179  -0.202  -0.211
 
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   0.004   0.005   0.007   0.009
Bottom        -0.000  -0.000  -0.000  -0.001  -0.003  -0.004  -0.006  -0.007
 
Deck + Haunch
Precast-top   -0.000   0.134   0.128   0.451   0.829   1.094   1.248   1.302
Bottom        -0.000  -0.110  -0.105  -0.368  -0.672  -0.881  -0.998  -1.041
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.012   0.042   0.077   0.101   0.116   0.121
Precast-top   -0.000   0.009   0.008   0.029   0.053   0.070   0.080   0.084
Bottom        -0.000  -0.026  -0.025  -0.088  -0.161  -0.213  -0.242  -0.253
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.007   0.023   0.042   0.056   0.064   0.067
Precast-top   -0.000   0.005   0.004   0.016   0.029   0.039   0.044   0.046
Bottom        -0.000  -0.014  -0.014  -0.049  -0.089  -0.117  -0.134  -0.139
 
LL+I(+)
Topping-top   -0.000   0.085   0.081   0.283   0.514   0.669   0.759   0.783
Precast-top   -0.000   0.058   0.055   0.195   0.355   0.463   0.526   0.542
Bottom        -0.000  -0.179  -0.171  -0.597  -1.082  -1.405  -1.589  -1.639
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.104   0.099   0.347   0.633   0.827   0.939   0.971 
Precast-top    0.020   0.372   0.357   1.035   1.775   2.220   2.381   2.517 
Bottom         0.639   2.350   2.266   1.427   0.384  -0.270  -0.565  -0.723 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.018   0.065   0.119   0.157   0.180   0.187 
Precast-top    0.020   0.314   0.302   0.840   1.420   1.757   1.855   1.975 
Bottom         0.639   2.529   2.437   2.024   1.466   1.135   1.024   0.916 
 

 
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    9.13   18.27   27.40   36.53   45.67
 
Beam-Self
Precast-top    0.155   0.439   0.777   1.015   1.152   1.200 
Bottom        -0.127  -0.359  -0.630  -0.817  -0.921  -0.960 
 
Prestress
Precast-top    0.022  -0.174  -0.462  -0.744  -1.021  -1.021 
Bottom         3.194   3.347   3.569   3.784   3.991   3.991 
 
Total
Precast-top    0.177   0.265   0.316   0.271   0.132   0.180 
Bottom         3.067   2.988   2.939   2.967   3.069   3.031 
 
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 = 12.32 %)
             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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top    0.020   0.019   0.021  -0.153  -0.405  -0.652  -0.895  -0.895
Bottom         0.639   2.801   2.696   2.935   3.129   3.318   3.499   3.499
 
Self wt.
Precast-top   -0.000   0.120   0.114   0.404   0.742   0.980   1.118   1.166
Bottom        -0.000  -0.098  -0.094  -0.330  -0.602  -0.789  -0.894  -0.932
 
DL-Prec (DC)
Precast-top   -0.000   0.027   0.026   0.091   0.168   0.222   0.253   0.264
Bottom        -0.000  -0.022  -0.021  -0.075  -0.136  -0.179  -0.202  -0.211
 
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   0.004   0.005   0.007   0.009
Bottom        -0.000  -0.000  -0.000  -0.001  -0.003  -0.004  -0.006  -0.007
 
Deck + Haunch
Precast-top   -0.000   0.134   0.128   0.451   0.829   1.094   1.248   1.302
Bottom        -0.000  -0.110  -0.105  -0.368  -0.672  -0.881  -0.998  -1.041
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.012   0.042   0.077   0.101   0.116   0.121
Precast-top   -0.000   0.009   0.008   0.029   0.053   0.070   0.080   0.084
Bottom        -0.000  -0.026  -0.025  -0.088  -0.161  -0.213  -0.242  -0.253
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.007   0.023   0.042   0.056   0.064   0.067
Precast-top   -0.000   0.005   0.004   0.016   0.029   0.039   0.044   0.046
Bottom        -0.000  -0.014  -0.014  -0.049  -0.089  -0.117  -0.134  -0.139
 
LL+I(+)
Topping-top   -0.000   0.068   0.064   0.226   0.411   0.536   0.608   0.627
Precast-top   -0.000   0.047   0.044   0.156   0.284   0.370   0.421   0.434
Bottom        -0.000  -0.143  -0.137  -0.478  -0.866  -1.124  -1.271  -1.311
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.087   0.083   0.291   0.530   0.693   0.787   0.814 
Precast-top    0.020   0.360   0.346   0.996   1.704   2.128   2.276   2.409 
Bottom         0.639   2.385   2.300   1.546   0.600   0.011  -0.247  -0.395 
 

 
 
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    8.47   17.60   26.73   35.87   45.00
F_LL+I(+)
Topping-top   -0.000   0.085   0.081   0.279   0.495   0.642   0.714   0.703
Precast-top   -0.000   0.058   0.055   0.192   0.342   0.444   0.494   0.487
Bottom        -0.000  -0.179  -0.171  -0.590  -1.043  -1.348  -1.494  -1.471
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.094   0.090   0.312   0.555   0.721   0.804   0.797 
Precast-top    0.010   0.215   0.206   0.612   1.052   1.323   1.422   1.474 
Bottom         0.319   1.085   1.048   0.422  -0.310  -0.780  -0.982  -1.013 
 

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
    330.0    6.5   49.7    0.761   4.1   6.00e-3 50.0    339.2     1.638    3.017      0.00
      0.0    0.8   49.4     41.9 0.161      23.4 0.87    12.00     0.109    1.542 
Transfer:   3.00
    316.2    6.5   49.7    3.432  18.3  -0.02e-3 28.9    206.2     0.475    1.760      0.00
    651.8    3.4   48.0    189.0 0.152     126.8 4.85    12.00     0.109    1.608 
Critical:   4.66
    306.3    6.5   49.7    3.773  18.3  -0.04e-3 28.9    193.3     0.445    0.930      0.00
   1060.3    3.7   47.9    189.0 0.148     128.7 4.94    12.00     0.109    1.619 
0.1L    :   9.13
    279.8    6.5   49.7    4.683  18.3  -0.02e-3 28.9    166.7     0.388    0.620      0.00
   2155.6    4.6   47.4    189.0 0.136     125.9 4.88    12.00     0.109    1.320 
0.2L    :  18.27
    228.7    6.5   46.0    6.510  18.3   0.21e-3 29.7    137.6     0.361    0.620      0.00
   3836.8    5.1   43.5    189.0 0.119      98.2 4.15    24.00     0.109    1.388 
0.3L    :  27.40
    178.7    6.5   47.8    6.510  18.3   1.34e-3 33.7    121.2     0.357    0.496      0.00
   4974.8    5.1   45.3    189.0 0.087      59.0 2.40    24.00     0.109    1.239 
0.4L    :  36.53
    129.7    6.5   49.6    6.510   0.0   1.70e-3 35.0     90.2     0.268    0.413      0.00
   5559.0    5.1   47.1    189.0 0.067      54.0 2.11    24.00     0.109    1.340 
0.5L    :  45.67
     81.8    6.5   49.6    6.510   0.0   1.52e-3 34.3     33.4     0.109    0.413      0.00
   5611.4    5.1   47.1    189.0 0.042      57.5 2.25    24.00     0.109    2.202 
0.6L    :  54.80
    129.7    6.5   49.6    6.510   0.0   1.70e-3 35.0     90.2     0.268    0.413      0.00
   5559.0    5.1   47.1    189.0 0.067      54.0 2.11    24.00     0.109    1.340 
0.7L    :  63.93
    178.7    6.5   47.8    6.510  18.3   1.34e-3 33.7    121.2     0.357    0.496      0.00
   4974.8    5.1   45.3    189.0 0.087      59.0 2.40    24.00     0.109    1.239 
0.8L    :  73.06
    228.7    6.5   46.0    6.510  18.3   0.21e-3 29.7    137.6     0.361    0.620      0.00
   3836.8    5.1   43.5    189.0 0.119      98.2 4.15    24.00     0.109    1.388 
0.9L    :  82.20
    279.8    6.5   49.7    4.683  18.3  -0.02e-3 28.9    166.7     0.388    0.620      0.00
   2155.6    4.6   47.4    189.0 0.136     125.9 4.88    12.00     0.109    1.320 
Critical:  86.67
    306.3    6.5   49.7    3.773  18.3  -0.04e-3 28.9    193.3     0.445    0.930      0.00
   1060.3    3.7   47.9    189.0 0.148     128.7 4.94    12.00     0.109    1.619 
Transfer:  88.33
    316.2    6.5   49.7    3.432  18.3  -0.02e-3 28.9    206.2     0.475    1.760      0.00
    651.8    3.4   48.0    189.0 0.152     126.8 4.85    12.00     0.109    1.608 
Bearing :  90.67
    330.0    6.5   49.7    0.761   4.1   6.00e-3 50.0    339.2     1.638    3.017      0.00
      0.0    0.8   49.4     41.9 0.161      23.4 0.87    12.00     0.109    1.542 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1276.09
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    2.55
 
 
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
    330.0      7.43     49.75    0.77       49.37    24.00      0.300      1.726      0.000      3.017 
Transfer:      2.33
    316.2      7.31     49.75    3.40       48.05    24.00      0.300      1.687      0.000      1.760 
Critical:      3.99
    306.4      7.11     49.75    3.73       47.88    24.00      0.300      1.620      0.000      0.930 
0.1L    :      8.47
    279.8      6.55     49.75    4.60       47.45    24.00      0.300      1.434      0.000      0.620 
0.2L    :     17.60
    228.7      5.84     46.05    5.11       43.50    24.00      0.300      1.197      0.000      0.620 
0.3L    :     26.73
    178.7      4.38     47.85    5.12       45.29    24.00      0.300      0.711      0.000      0.496 
0.4L    :     35.87
    129.7      3.06     49.65    5.12       47.09    24.00      0.300      0.270      0.000      0.413 
0.5L    :     45.00
     81.8      1.93     49.65    5.12       47.09    24.00      0.300      0.000      0.000      0.413 
0.6L    :     54.13
    129.7      3.06     49.65    5.12       47.09    24.00      0.300      0.270      0.000      0.413 
0.7L    :     63.27
    178.7      4.38     47.85    5.12       45.29    24.00      0.300      0.711      0.000      0.496 
0.8L    :     72.40
    228.7      5.84     46.05    5.11       43.50    24.00      0.300      1.197      0.000      0.620 
0.9L    :     81.53
    279.8      6.55     49.75    4.60       47.45    24.00      0.300      1.434      0.000      0.620 
Critical:     86.01
    306.4      7.11     49.75    3.73       47.88    24.00      0.300      1.620      0.000      0.930 
Transfer:     87.67
    316.2      7.31     49.75    3.40       48.05    24.00      0.300      1.687      0.000      1.760 
Bearing :     90.00
    330.0      7.43     49.75    0.77       49.37    24.00      0.300      1.726      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 = 8.47 ft
Prestress      :       1.087  1.80      1.957  2.20      2.392
Self Wt.       :      -0.397  1.85     -0.734  2.40     -0.952
Deck + Haunch  :                       -0.374  2.30     -0.861
DL-Prec. (DC)  :                       -0.076  3.00     -0.228
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.053  3.00     -0.160
DL-Comp. (DW)  :                       -0.029  3.00     -0.088
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 17.60 ft
Prestress      :       1.961  1.80      3.530  2.20      4.315
Self Wt.       :      -0.745  1.85     -1.378  2.40     -1.787
Deck + Haunch  :                       -0.731  2.30     -1.682
DL-Prec. (DC)  :                       -0.148  3.00     -0.445
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.104  3.00     -0.313
DL-Comp. (DW)  :                       -0.058  3.00     -0.173
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 26.73 ft
Prestress      :       2.593  1.80      4.668  2.20      5.706
Self Wt.       :      -1.011  1.85     -1.870  2.40     -2.426
Deck + Haunch  :                       -1.005  2.30     -2.312
DL-Prec. (DC)  :                       -0.204  3.00     -0.611
Diaphragm      :                       -0.005  3.00     -0.016
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.144  3.00     -0.431
DL-Comp. (DW)  :                       -0.079  3.00     -0.238
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 35.87 ft
Prestress      :       2.962  1.80      5.331  2.20      6.516
Self Wt.       :      -1.173  1.85     -2.170  2.40     -2.815
Deck + Haunch  :                       -1.172  2.30     -2.696
DL-Prec. (DC)  :                       -0.238  3.00     -0.713
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.168  3.00     -0.505
DL-Comp. (DW)  :                       -0.093  3.00     -0.278
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 45.00 ft
Prestress      :       3.099  1.80      5.578  2.20      6.817
Self Wt.       :      -1.231  1.85     -2.278  2.40     -2.956
Deck + Haunch  :                       -1.233  2.30     -2.835
DL-Prec. (DC)  :                       -0.250  3.00     -0.750
Diaphragm      :                       -0.007  3.00     -0.020
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.177  3.00     -0.531
DL-Comp. (DW)  :                       -0.098  3.00     -0.293
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 54.13 ft
Prestress      :       2.962  1.80      5.331  2.20      6.516
Self Wt.       :      -1.173  1.85     -2.170  2.40     -2.815
Deck + Haunch  :                       -1.172  2.30     -2.696
DL-Prec. (DC)  :                       -0.238  3.00     -0.713
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.168  3.00     -0.505
DL-Comp. (DW)  :                       -0.093  3.00     -0.278
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 63.27 ft
Prestress      :       2.593  1.80      4.668  2.20      5.706
Self Wt.       :      -1.011  1.85     -1.870  2.40     -2.426
Deck + Haunch  :                       -1.005  2.30     -2.312
DL-Prec. (DC)  :                       -0.204  3.00     -0.611
Diaphragm      :                       -0.005  3.00     -0.016
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.144  3.00     -0.431
DL-Comp. (DW)  :                       -0.079  3.00     -0.238
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 72.40 ft
Prestress      :       1.961  1.80      3.530  2.20      4.315
Self Wt.       :      -0.745  1.85     -1.378  2.40     -1.787
Deck + Haunch  :                       -0.731  2.30     -1.682
DL-Prec. (DC)  :                       -0.148  3.00     -0.445
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.104  3.00     -0.313
DL-Comp. (DW)  :                       -0.058  3.00     -0.173
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 81.53 ft
Prestress      :       1.087  1.80      1.957  2.20      2.392
Self Wt.       :      -0.397  1.85     -0.734  2.40     -0.952
Deck + Haunch  :                       -0.374  2.30     -0.861
DL-Prec. (DC)  :                       -0.076  3.00     -0.228
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.053  3.00     -0.160
DL-Comp. (DW)  :                       -0.029  3.00     -0.088
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
   641.4    43.0  4.290  263.0    4.0   3.40   3886.2  0.035T 1.00       -       -     -     -  
H/2     :   2.22
   610.3    43.0  4.124  263.2    3.9   3.27   3743.1  0.037T 1.00       -       -     -     -  
0.1L    :   8.47
  2155.6    44.2  5.854  260.7    5.4   4.60   5335.7  0.025T 1.00       -       -     -     -  
0.2L    :  17.60
  3953.5    46.0  6.510  260.1    6.0   5.11   6138.2  0.023T 1.00   4637.4  4637.4    1.32    -  
0.3L    :  26.73
  5204.3    47.8  6.510  260.5    6.0   5.12   6400.5  0.023T 1.00   4742.8  4742.8    1.35    -  
0.4L    :  35.87
  5951.0    49.6  6.510  260.8    6.0   5.12   6663.0  0.023T 1.00   4924.9  4924.9    1.35    -  
0.5L    :  45.00
  6169.3    49.6  6.510  260.8    6.0   5.12   6663.0  0.023T 1.00   4888.0  4888.0    1.36    -  
0.6L    :  54.13
  5951.0    49.6  6.510  260.8    6.0   5.12   6663.0  0.023T 1.00   4924.9  4924.9    1.35    -  
0.7L    :  63.27
  5204.3    47.8  6.510  260.5    6.0   5.12   6400.5  0.023T 1.00   4742.8  4742.8    1.35    -  
0.8L    :  72.40
  3953.5    46.0  6.510  260.1    6.0   5.11   6138.2  0.023T 1.00   4637.4  4637.4    1.32    -  
0.9L    :  81.53
  2155.6    44.2  5.854  260.7    5.4   4.60   5335.7  0.025T 1.00       -       -     -     -  
H/2     :  87.78
   610.3    43.0  4.124  263.2    3.9   3.27   3743.1  0.037T 1.00       -       -     -     -  
Transfer:  87.67
   641.4    43.0  4.290  263.0    4.0   3.40   3886.2  0.035T 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 1-15; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.062
        M   2.00 Fb     0.163
 
  2   2 E  42.00 Ft     0.396
        M   6.00 Fb     0.103
 
  3   2 E  40.00 Ft     0.707
        M   4.00 Fb     0.062
 
  4   2 E  38.00 Ft     0.995
        M   2.00 Fb     0.040
 
  5   2 E   6.00 Ft     0.948
        M   6.00 Fb     0.293
 
  6   2 E   6.00 Ft     0.901
        M   6.00 Fb     0.545
 
  7   2 E   6.00 Ft     0.854
        M   6.00 Fb     0.798
 
  8   2 E   4.00 Ft     0.784
        M   4.00 Fb     1.070
 
  9   2 E   4.00 Ft     0.713
        M   4.00 Fb     1.342
 
 10   2 E   4.00 Ft     0.643
        M   4.00 Fb     1.613
 
 11   2 E   2.00 Ft     0.550
        M   2.00 Fb     1.904
 
 12   2 E   2.00 Ft     0.457
        M   2.00 Fb     2.195
 
 13   2 E   2.00 Ft     0.364
        M   2.00 Fb     2.485
 
 14   2 E   2.00 Ft     0.270
        M   2.00 Fb     2.776
 
 15   2 E   2.00 Ft     0.177
        M   2.00 Fb     3.066
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 91.33            Release Length, ft: 91.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  30
No. of strands, Draped:   6           No. of strands, Straight:  24
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  7.61 %               Final losses: 12.69 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.069   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.132   0.4L/0.6L
      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)                  6662.96     6169.34     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   0.971     Midspan    1.800   0.187     Midspan
    Pre.Top:   4.200   2.517     Midspan    3.150   1.975     Midspan
    Pre.Bot:   4.200   2.350    Transfer    3.150   2.529    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503   0.020     Bearing
    Pre.Bot:  -0.503  -0.395     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.474     Midspan
    Pre.Bot:                                                             2.800   1.085    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.099  1.80      5.578  2.20      6.817
Self Wt.       :      -1.231  1.85     -2.278  2.40     -2.956
Deck + Haunch  :                       -1.233  2.30     -2.835
DL-Prec. (DC)  :                       -0.250  3.00     -0.750
Diaphragm      :                       -0.007  3.00     -0.020
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.177  3.00     -0.531
DL-Comp. (DW)  :                       -0.098  3.00     -0.293
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   90.00
     DC  Line       0.087      0.00       0.087   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.330 ft
Release length = 91.330 ft
Design  length = 90.000 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)  : 0.736   (Calculated)    
Live Moment (1  lane  loaded)  : 0.512   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.180   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.944   (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     8.47    17.60    26.73    35.87    45.00
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    698.8    723.3    722.1    723.3    723.3    723.3    723.3    723.3
  Yb      ,  in    20.64    20.28    20.30    20.23    20.15    20.07    19.99    19.99
  MI(Ixx) , in4   179673   182316   182178   183128   184500   186068   187831   187831
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1427.7   1450.8   1449.6   1450.8   1450.8   1450.8   1450.8   1450.8
  Yb      ,  in    35.28    34.88    34.90    34.86    34.82    34.78    34.74    34.74
  MI(Ixx) , in4   476277   490699   489967   492509   495363   498405   501634   501634

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:  30 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 36.53 ft from member end )
END PATTERN (Ycg = 10.80 in):
    12 @  2.000 in     6 @  4.000 in     6 @  6.000 in     2 @ 38.000 in
     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.60 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  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     =    6.51 in2      Initial Pull          =     1276.1 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.792 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.739 ft
Holddown Force        =  20.888 kips     Beam Shrtng (PL/AE)   =      0.397 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)       
--------------------------------------------------------------------------------------
      2741.376         740 2028.618     16.251 65814.820   901.108     578.113        
 
 
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      8.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.1667     20.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.1667     27.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      27.6667     63.6634    Yes
      2      US#5[M16]       60.00        0.62      15.00      63.6634     71.1634    Yes
      2      US#5[M16]       60.00        0.62      12.00      71.1634     83.1634    Yes
      2      US#5[M16]       60.00        0.62       9.00      83.1634     86.1634    Yes
      2      US#5[M16]       60.00        0.62       8.00      86.1634     86.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      86.8301     88.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      88.8301     89.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      89.5801     90.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      90.7467     91.2051     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 91.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.5100 in2       Ycg =  3.60 in
         P_init    =     1276.1 kips  Ecc = 17.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.91 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.552 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.16 ksi    0.00 ksi
    due to Composite Loads                                 -1.92 ksi    0.00 ksi
    due to Live Loads                                      -5.92 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                        13.18 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.91 ksi  ( 7.61 %)            10.14 ksi ( 5.17 %)
Total Prestress Losses                                    25.05 ksi (12.78 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.0 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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    73.8    70.2   248.8   459.1   609.4   699.6   729.6
(Max)       V      32.4    30.7    30.8    26.3    19.7    13.2     6.6     0.0
DL-Prec.  : M       0.0    12.5    11.9    42.0    77.6   102.9   118.2   123.2
DC(Max)     V       5.5     5.2     5.2     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5    89.0   315.5   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    39.1    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    30.3    28.8   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.7    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    15.9    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     7.0     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   190.3   181.1   637.9  1163.9  1521.9  1734.4  1788.7
            V     135.2   130.4   130.6   117.5    99.3    81.2    56.3    38.1
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   135.2   130.4   130.6   117.5   100.4    84.0    68.3    53.3
            M       0.0   195.8   186.4   637.9  1102.6  1401.2  1528.3  1495.4
Total     : M+      0.0   417.6   397.4  1404.8  2579.9  3402.2  3894.1  4043.1
            V     235.2   225.1   225.6   198.7   160.3   121.9    76.8    38.3
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   235.2   225.1   225.6   198.7   161.4   124.7    88.8    53.5
            M       0.0   423.1   402.7  1404.8  2518.5  3281.5  3688.0  3749.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.78   87.67   90.00
Self wt.  : M     699.6   609.4   459.1   248.8    70.2    73.8     0.0
(Max)       V       6.6    13.2    19.7    26.3    30.8    30.7    32.4
DL-Prec.  : M     118.2   102.9    77.6    42.0    11.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.5    89.0    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    39.1    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    28.8    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.7    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    15.9    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.4
LL + I    : M+   1734.4  1521.9  1163.9   637.9   181.1   190.3     0.0
            V      56.3    81.2    99.3   117.5   130.6   130.4   135.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    68.3    84.0   100.4   117.5   130.6   130.4   135.2
            M    1528.3  1401.2  1102.6   637.9   186.4   195.8    -0.0
Total     : M+   3894.1  3402.2  2579.9  1404.8   397.4   417.6     0.0
            V      76.8   121.9   160.3   198.7   225.6   225.1   235.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    88.8   124.7   161.4   198.7   225.6   225.1   235.2
            M    3688.0  3281.5  2518.5  1404.8   402.7   423.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               32.4             32.4
Deck+Haunch            41.1             41.1
Diaphragm               0.2              0.3
DL-Prec.(DC)            5.5              5.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           36.8             36.8
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    73.8    70.2   248.8   459.1   609.4   699.6   729.6
(Max)       V      32.4    30.7    30.8    26.3    19.7    13.2     6.6     0.0
DL-Prec.  : M       0.0    12.5    11.9    42.0    77.6   102.9   118.2   123.2
DC(Max)     V       5.5     5.2     5.2     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5    89.0   315.5   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    39.1    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    30.3    28.8   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.7    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    15.9    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     7.0     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   152.2   144.9   510.3   931.1  1217.5  1387.5  1430.9
            V     108.2   104.3   104.5    94.0    79.5    64.9    45.0    30.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   108.2   104.3   104.5    94.0    80.3    67.2    54.6    42.6
            M       0.0   156.6   149.1   510.3   882.0  1121.0  1222.6  1196.3
Total     : M+      0.0   379.6   361.2  1277.2  2347.1  3097.8  3547.2  3685.3
            V     208.1   199.1   199.5   175.2   140.4   105.6    65.5    30.7
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   208.1   199.1   199.5   175.2   141.3   107.9    75.1    42.9
            M       0.0   384.0   365.4  1277.2  2298.0  3001.3  3382.4  3450.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.78   87.67   90.00
Self wt.  : M     699.6   609.4   459.1   248.8    70.2    73.8     0.0
(Max)       V       6.6    13.2    19.7    26.3    30.8    30.7    32.4
DL-Prec.  : M     118.2   102.9    77.6    42.0    11.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.5    89.0    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    39.1    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    28.8    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.7    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    15.9    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.4
LL + I    : M+   1387.5  1217.5   931.1   510.3   144.9   152.2     0.0
            V      45.0    64.9    79.5    94.0   104.5   104.3   108.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    54.6    67.2    80.3    94.0   104.5   104.3   108.2
            M    1222.6  1121.0   882.0   510.3   149.1   156.6    -0.0
Total     : M+   3547.2  3097.8  2347.1  1277.2   361.2   379.6     0.0
            V      65.5   105.6   140.4   175.2   199.5   199.1   208.1
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    75.1   107.9   141.3   175.2   199.5   199.1   208.1
            M    3382.4  3001.3  2298.0  1277.2   365.4   384.0    -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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    92.2    87.7   311.0   573.9   761.8   874.5   912.0
(Max)       V      40.5    38.4    38.5    32.9    24.7    16.5     8.2     0.0
Self wt.  : M       0.0    66.4    63.2   223.9   413.2   548.5   629.6   656.7
(Min)       V      29.2    27.7    27.7    23.7    17.8    11.8     5.9     0.0
DL-Prec.  : M       0.0    15.6    14.8    52.5    96.9   128.7   147.7   154.1
DC(Max)     V       6.8     6.5     6.5     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0    11.2    10.7    37.8    69.8    92.6   106.3   110.9
DC(Min)     V       4.9     4.7     4.7     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   116.9   111.2   394.3   727.8   966.0  1108.9  1156.5
Haunch (Max)V      51.4    48.7    48.9    41.7    31.3    20.9    10.4     0.0
Deck +    : M       0.0    84.2    80.1   283.9   524.0   695.5   798.4   832.7
Haunch (Min)V      37.0    35.1    35.2    30.0    22.5    15.0     7.5     0.0
Diaphragm : M       0.0     0.7     0.7     2.6     5.5     8.4    11.2    14.1
(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     1.9     4.0     6.0     8.1    10.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.9    36.0   127.7   235.7   312.9   359.2   374.6
DC(Max)     V      16.7    15.8    15.8    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    27.3    25.9    92.0   169.7   225.3   258.6   269.7
DC(Min)     V      12.0    11.4    11.4     9.7     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    25.1    23.9    84.6   156.1   207.2   237.8   248.1
DW(Max)     V      11.0    10.5    10.5     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    10.9    10.3    36.7    67.6    89.8   103.1   107.5
DW(Min)     V       4.8     4.5     4.5     3.9     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   333.0   316.9  1116.3  2036.8  2663.3  3035.2  3130.1
            V     236.7   228.1   228.5   205.7   173.9   142.0    98.5    66.6
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   236.7   228.1   228.5   205.7   175.7   147.0   119.5    93.2
            M       0.0   342.6   326.2  1116.3  1929.5  2452.2  2674.5  2616.9
Total     : M+      0.0   621.4   591.3  2089.0  3832.8  5048.2  5774.5  5989.5
            V     363.4   348.3   349.1   308.7   251.2   193.7   124.4    66.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   363.4   348.3   349.1   308.7   253.0   198.7   145.5    93.5
            M       0.0   631.0   600.5  2089.0  3725.5  4837.0  5413.8  5476.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.78   87.67   90.00
Self wt.  : M     874.5   761.8   573.9   311.0    87.7    92.2     0.0
(Max)       V       8.2    16.5    24.7    32.9    38.5    38.4    40.5
Self wt.  : M     629.6   548.5   413.2   223.9    63.2    66.4     0.0
(Min)       V       5.9    11.8    17.8    23.7    27.7    27.7    29.2
DL-Prec.  : M     147.7   128.7    96.9    52.5    14.8    15.6     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.5     6.5     6.8
DL-Prec.  : M     106.3    92.6    69.8    37.8    10.7    11.2     0.0
DC(Min)     V       1.0     2.0     3.0     4.0     4.7     4.7     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1108.9   966.0   727.8   394.3   111.2   116.9     0.0
Haunch (Max)V      10.4    20.9    31.3    41.7    48.9    48.7    51.4
Deck +    : M     798.4   695.5   524.0   283.9    80.1    84.2     0.0
Haunch (Min)V       7.5    15.0    22.5    30.0    35.2    35.1    37.0
Diaphragm : M      11.2     8.4     5.5     2.6     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.1     6.0     4.0     1.9     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     359.2   312.9   235.7   127.7    36.0    37.9     0.0
DC(Max)     V       3.4     6.8    10.1    13.5    15.8    15.8    16.7
DL-Comp   : M     258.6   225.3   169.7    92.0    25.9    27.3     0.0
DC(Min)     V       2.4     4.9     7.3     9.7    11.4    11.4    12.0
DL-Comp   : M     237.8   207.2   156.1    84.6    23.9    25.1     0.0
DW(Max)     V       2.2     4.5     6.7     9.0    10.5    10.5    11.0
DL-Comp   : M     103.1    89.8    67.6    36.6    10.3    10.9     0.0
DW(Min)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.8
LL + I    : M+   3035.2  2663.3  2036.8  1116.3   316.9   333.0     0.0
            V      98.5   142.0   173.9   205.7   228.5   228.1   236.7
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   119.5   147.0   175.7   205.7   228.5   228.1   236.7
            M    2674.5  2452.2  1929.5  1116.3   326.2   342.6    -0.0
Total     : M+   5774.5  5048.2  3832.8  2089.0   591.3   621.4     0.0
            V     124.4   193.7   251.2   308.7   349.1   348.3   363.4
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   145.5   198.7   253.0   308.7   349.1   348.3   363.4
            M    5413.8  4837.0  3725.5  2089.0   600.5   631.0    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               40.5             40.5
Deck+Haunch            51.4             51.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.8              6.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           55.1             55.1
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    73.8    70.2   248.8   459.1   609.4   699.6   729.6
(Max)       V      32.4    30.7    30.8    26.3    19.7    13.2     6.6     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    12.5    11.9    42.0    77.6   102.9   118.2   123.2
DC(Max)     V       5.5     5.2     5.2     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5    89.0   315.5   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    39.1    33.4    25.0    16.7     8.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.1     4.4     6.7     9.0    11.2
(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    30.3    28.8   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.7    10.8     8.1     5.4     2.7     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    16.7    15.9    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     7.0     6.0     4.5     3.0     1.5     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   132.5   126.2   438.5   780.7  1016.2  1134.7  1117.6
            V     109.1   105.3   105.5    95.4    81.7    62.6    49.0    35.3
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   109.1   105.3   105.5    95.4    81.7    68.0    54.4    40.7
            M       0.0   132.5   126.2   438.5   780.7   987.3  1058.4   993.9
Total     : M+      0.0   359.9   342.5  1205.4  2196.7  2896.4  3294.4  3372.0
            V     209.0   200.1   200.5   176.6   142.7   103.4    69.4    35.5
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   209.0   200.1   200.5   176.6   142.7   108.8    74.8    40.9
            M       0.0   359.9   342.5  1205.4  2196.7  2867.6  3218.1  3248.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.78   87.67   90.00
Self wt.  : M     699.6   609.4   459.1   248.8    70.2    73.8     0.0
(Max)       V       6.6    13.2    19.7    26.3    30.8    30.7    32.4
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     118.2   102.9    77.6    42.0    11.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.5    89.0    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    39.1    39.0    41.1
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       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    28.8    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.7    12.6    13.3
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     158.6   138.1   104.1    56.4    15.9    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.4
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+   1134.7  1016.2   780.7   438.5   126.2   132.5     0.0
            V      49.0    62.6    81.7    95.4   105.5   105.3   109.1
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    54.4    68.0    81.7    95.4   105.5   105.3   109.1
            M    1058.4   987.3   780.7   438.5   126.2   132.5     0.0
Total     : M+   3294.4  2896.4  2196.7  1205.4   342.5   359.9     0.0
            V      69.4   103.4   142.7   176.6   200.5   200.1   209.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    74.8   108.8   142.7   176.6   200.5   200.1   209.0
            M    3218.1  2867.6  2196.7  1205.4   342.5   359.9     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    9.13   18.27   27.40   36.53   45.67
 
Beam-Self
Precast-top    0.155   0.439   0.777   1.015   1.152   1.200 
Bottom        -0.127  -0.359  -0.630  -0.817  -0.921  -0.960 
 
Prestress
Precast-top    0.022  -0.174  -0.462  -0.744  -1.021  -1.021 
Bottom         3.194   3.347   3.569   3.784   3.991   3.991 
 
Total
Precast-top    0.177   0.265   0.316   0.271   0.132   0.180 
Bottom         3.067   2.988   2.939   2.967   3.069   3.031 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.32 %)
             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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.017   0.059   0.109   0.144   0.164   0.171 
Precast-top    0.020   0.324   0.312   0.874   1.483   1.842   1.952   2.078 
Bottom         0.639   2.520   2.428   1.994   1.410   1.061   0.939   0.827 
 

 
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    9.13   18.27   27.40   36.53   45.67
 
Beam-Self
Precast-top    0.155   0.439   0.777   1.015   1.152   1.200 
Bottom        -0.127  -0.359  -0.630  -0.817  -0.921  -0.960 
 
Prestress
Precast-top    0.022  -0.174  -0.462  -0.744  -1.021  -1.021 
Bottom         3.194   3.347   3.569   3.784   3.991   3.991 
 
Total
Precast-top    0.177   0.265   0.316   0.271   0.132   0.180 
Bottom         3.067   2.988   2.939   2.967   3.069   3.031 
 
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 = 12.32 %)
             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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    8.47   17.60   26.73   35.87   45.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.058   0.055   0.193   0.344   0.447   0.500   0.497 
Precast-top    0.010   0.195   0.187   0.545   0.934   1.171   1.255   1.313 
Bottom         0.319   1.147   1.106   0.624   0.047  -0.320  -0.473  -0.515 
 

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
    363.4    6.5   49.7    0.758   4.1   6.00e-3 50.0    376.3     1.815    3.017      0.00
      0.0    0.7   49.4     41.9 0.178      23.4 0.87    12.00     0.109    1.402 
Transfer:   3.00
    348.3    6.5   49.7    3.418  18.3   0.14e-3 29.5    255.1     0.598    1.760      0.00
    631.0    3.0   48.3    189.0 0.168     113.6 4.33    12.00     0.109    1.466 
Critical:   4.67
    337.4    6.5   49.7    3.762  18.3  -0.02e-3 28.9    229.2     0.527    0.930      0.00
   1031.0    3.3   48.1    189.0 0.163     127.4 4.87    12.00     0.109    1.468 
0.1L    :   9.13
    308.7    6.5   49.7    4.667  18.3  -0.02e-3 28.9    198.5     0.460    0.620      0.00
   2089.0    4.0   47.7    189.0 0.150     126.2 4.86    12.00     0.109    1.202 
0.2L    :  18.27
    253.0    6.5   46.0    6.510  18.3   0.14e-3 29.5    159.1     0.411    0.620      0.00
   3725.5    4.5   43.8    189.0 0.132     103.8 4.36    12.00     0.109    1.289 
0.3L    :  27.40
    198.7    6.5   47.8    6.510  18.3   1.20e-3 33.2    139.9     0.402    0.496      0.00
   4837.0    4.5   45.6    189.0 0.098      62.6 2.52    24.00     0.109    1.149 
0.4L    :  36.53
    145.5    6.5   49.6    6.510   0.0   1.54e-3 34.4    104.3     0.301    0.413      0.00
   5413.8    4.5   47.4    189.0 0.075      57.4 2.23    24.00     0.109    1.240 
0.5L    :  45.67
     93.5    6.5   49.6    6.510   0.0   1.35e-3 33.7     42.4     0.119    0.413      0.00
   5476.3    4.5   47.4    189.0 0.048      61.5 2.39    24.00     0.109    2.005 
0.6L    :  54.80
    145.5    6.5   49.6    6.510   0.0   1.54e-3 34.4    104.3     0.301    0.413      0.00
   5413.8    4.5   47.4    189.0 0.075      57.4 2.23    24.00     0.109    1.240 
0.7L    :  63.93
    198.7    6.5   47.8    6.510  18.3   1.20e-3 33.2    139.9     0.402    0.496      0.00
   4837.0    4.5   45.6    189.0 0.098      62.6 2.52    24.00     0.109    1.149 
0.8L    :  73.06
    253.0    6.5   46.0    6.510  18.3   0.14e-3 29.5    159.1     0.411    0.620      0.00
   3725.5    4.5   43.8    189.0 0.132     103.8 4.36    12.00     0.109    1.289 
0.9L    :  82.20
    308.7    6.5   49.7    4.667  18.3  -0.02e-3 28.9    198.5     0.460    0.620      0.00
   2089.0    4.0   47.7    189.0 0.150     126.2 4.86    12.00     0.109    1.202 
Critical:  86.66
    337.4    6.5   49.7    3.762  18.3  -0.02e-3 28.9    229.2     0.527    0.930      0.00
   1031.0    3.3   48.1    189.0 0.163     127.4 4.87    12.00     0.109    1.468 
Transfer:  88.33
    348.3    6.5   49.7    3.418  18.3   0.14e-3 29.5    255.1     0.598    1.760      0.00
    631.0    3.0   48.3    189.0 0.168     113.6 4.33    12.00     0.109    1.466 
Bearing :  90.67
    363.4    6.5   49.7    0.758   4.1   6.00e-3 50.0    376.3     1.815    3.017      0.00
      0.0    0.7   49.4     41.9 0.178      23.4 0.87    12.00     0.109    1.402 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1276.09
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    2.55
 
 
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
    363.4      8.17     49.75    0.67       49.41    24.00      0.300      1.974      0.000      3.017 
Transfer:      2.33
    348.3      8.02     49.75    2.99       48.26    24.00      0.300      1.924      0.000      1.760 
Critical:      4.01
    337.5      7.79     49.75    3.28       48.11    24.00      0.300      1.848      0.000      0.930 
0.1L    :      8.47
    308.7      7.19     49.75    4.05       47.73    24.00      0.300      1.646      0.000      0.620 
0.2L    :     17.60
    253.0      6.42     46.05    4.51       43.80    24.00      0.300      1.390      0.000      0.620 
0.3L    :     26.73
    198.7      4.84     47.85    4.51       45.59    24.00      0.300      0.864      0.000      0.496 
0.4L    :     35.87
    145.5      3.41     49.65    4.52       47.39    24.00      0.300      0.387      0.000      0.413 
0.5L    :     45.00
     93.5      2.19     49.65    4.52       47.39    24.00      0.300      0.000      0.000      0.413 
0.6L    :     54.13
    145.5      3.41     49.65    4.52       47.39    24.00      0.300      0.387      0.000      0.413 
0.7L    :     63.27
    198.7      4.84     47.85    4.51       45.59    24.00      0.300      0.864      0.000      0.496 
0.8L    :     72.40
    253.0      6.42     46.05    4.51       43.80    24.00      0.300      1.390      0.000      0.620 
0.9L    :     81.53
    308.7      7.19     49.75    4.05       47.73    24.00      0.300      1.646      0.000      0.620 
Critical:     85.99
    337.5      7.79     49.75    3.28       48.11    24.00      0.300      1.848      0.000      0.930 
Transfer:     87.67
    348.3      8.02     49.75    2.99       48.26    24.00      0.300      1.924      0.000      1.760 
Bearing :     90.00
    363.4      8.17     49.75    0.67       49.41    24.00      0.300      1.974      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 = 8.47 ft
Prestress      :       1.087  1.80      1.957  2.20      2.392
Self Wt.       :      -0.397  1.85     -0.734  2.40     -0.952
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          :       0.691            1.224            1.441
 
At 0.2 x L = 17.60 ft
Prestress      :       1.961  1.80      3.530  2.20      4.315
Self Wt.       :      -0.745  1.85     -1.378  2.40     -1.787
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          :       1.217            2.153            2.528
 
At 0.3 x L = 26.73 ft
Prestress      :       2.593  1.80      4.668  2.20      5.706
Self Wt.       :      -1.011  1.85     -1.870  2.40     -2.426
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          :       1.583            2.798            3.280
 
At 0.4 x L = 35.87 ft
Prestress      :       2.962  1.80      5.331  2.20      6.516
Self Wt.       :      -1.173  1.85     -2.170  2.40     -2.815
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          :       1.789            3.161            3.701
 
At 0.5 x L = 45.00 ft
Prestress      :       3.099  1.80      5.578  2.20      6.817
Self Wt.       :      -1.231  1.85     -2.278  2.40     -2.956
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          :       1.867            3.300            3.862
 
At 0.6 x L = 54.13 ft
Prestress      :       2.962  1.80      5.331  2.20      6.516
Self Wt.       :      -1.173  1.85     -2.170  2.40     -2.815
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          :       1.789            3.161            3.701
 
At 0.7 x L = 63.27 ft
Prestress      :       2.593  1.80      4.668  2.20      5.706
Self Wt.       :      -1.011  1.85     -1.870  2.40     -2.426
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          :       1.583            2.798            3.280
 
At 0.8 x L = 72.40 ft
Prestress      :       1.961  1.80      3.530  2.20      4.315
Self Wt.       :      -0.745  1.85     -1.378  2.40     -1.787
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          :       1.217            2.153            2.528
 
At 0.9 x L = 81.53 ft
Prestress      :       1.087  1.80      1.957  2.20      2.392
Self Wt.       :      -0.397  1.85     -0.734  2.40     -0.952
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          :       0.691            1.224            1.441
 

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
   621.4    43.0  4.272  263.8    3.5   2.99   3902.4  0.041T 1.00       -       -     -     -  
H/2     :   2.22
   591.3    43.0  4.107  264.1    3.4   2.87   3757.5  0.042T 1.00       -       -     -     -  
0.1L    :   8.47
  2089.0    44.2  5.833  261.9    4.8   4.05   5375.1  0.029T 1.00       -       -     -     -  
0.2L    :  17.60
  3832.8    46.0  6.510  261.3    5.3   4.51   6208.2  0.026T 1.00    582.5   582.5   10.66    -  
0.3L    :  26.73
  5048.2    47.8  6.510  261.6    5.3   4.51   6470.9  0.026T 1.00    399.1   399.1   16.22    -  
0.4L    :  35.87
  5774.5    49.6  6.510  261.9    5.3   4.52   6733.5  0.026T 1.00    302.5   302.5   22.26    -  
0.5L    :  45.00
  5989.5    49.6  6.510  261.9    5.3   4.52   6733.5  0.026T 1.00    261.9   261.9   25.71    -  
0.6L    :  54.13
  5774.5    49.6  6.510  261.9    5.3   4.52   6733.5  0.026T 1.00    302.5   302.5   22.26    -  
0.7L    :  63.27
  5048.2    47.8  6.510  261.6    5.3   4.51   6470.9  0.026T 1.00    399.1   399.1   16.22    -  
0.8L    :  72.40
  3832.8    46.0  6.510  261.3    5.3   4.51   6208.2  0.026T 1.00    582.5   582.5   10.66    -  
0.9L    :  81.53
  2089.0    44.2  5.833  261.9    4.8   4.05   5375.1  0.029T 1.00       -       -     -     -  
H/2     :  87.78
   591.3    43.0  4.107  264.1    3.4   2.87   3757.5  0.042T 1.00       -       -     -     -  
Transfer:  87.67
   621.4    43.0  4.272  263.8    3.5   2.99   3902.4  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 : 2; Groups 1-15; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.062
        M   2.00 Fb     0.163
 
  2   2 E  42.00 Ft     0.396
        M   6.00 Fb     0.103
 
  3   2 E  40.00 Ft     0.707
        M   4.00 Fb     0.062
 
  4   2 E  38.00 Ft     0.995
        M   2.00 Fb     0.040
 
  5   2 E   6.00 Ft     0.948
        M   6.00 Fb     0.293
 
  6   2 E   6.00 Ft     0.901
        M   6.00 Fb     0.545
 
  7   2 E   6.00 Ft     0.854
        M   6.00 Fb     0.798
 
  8   2 E   4.00 Ft     0.784
        M   4.00 Fb     1.070
 
  9   2 E   4.00 Ft     0.713
        M   4.00 Fb     1.342
 
 10   2 E   4.00 Ft     0.643
        M   4.00 Fb     1.613
 
 11   2 E   2.00 Ft     0.550
        M   2.00 Fb     1.904
 
 12   2 E   2.00 Ft     0.457
        M   2.00 Fb     2.195
 
 13   2 E   2.00 Ft     0.364
        M   2.00 Fb     2.485
 
 14   2 E   2.00 Ft     0.270
        M   2.00 Fb     2.776
 
 15   2 E   2.00 Ft     0.177
        M   2.00 Fb     3.066
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 91.33            Release Length, ft: 91.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  30
No. of strands, Draped:   6           No. of strands, Straight:  24
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  7.61 %               Final losses: 12.78 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.069   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.132   0.4L/0.6L
      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)                  6733.55     5989.52     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   0.171     Midspan
    Pre.Top:   4.200  -0.000     Bearing    3.150   2.078     Midspan
    Pre.Bot:   4.200  -0.000     Bearing    3.150   2.520    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   1.313     Midspan
    Pre.Bot:                                                             2.800   1.147    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.099  1.80      5.578  2.20      6.817
Self Wt.       :      -1.231  1.85     -2.278  2.40     -2.956
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          :       1.867            3.300            3.862
 
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   90.00
     DC  Line       0.087      0.00       0.087   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.330 ft
Release length = 91.330 ft
Design  length = 90.000 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)  : 0.736   (Calculated)    
Live Moment (1  lane  loaded)  : 0.512   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.180   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.944   (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     8.47    17.60    26.73    35.87    45.00
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    698.8    723.3    722.1    723.3    723.3    723.3    723.3    723.3
  Yb      ,  in    20.64    20.28    20.30    20.23    20.15    20.07    19.99    19.99
  MI(Ixx) , in4   179673   182316   182178   183128   184500   186068   187831   187831
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1427.7   1450.8   1449.6   1450.8   1450.8   1450.8   1450.8   1450.8
  Yb      ,  in    35.28    34.88    34.90    34.86    34.82    34.78    34.74    34.74
  MI(Ixx) , in4   476277   490699   489967   492509   495363   498405   501634   501634

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:  30 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 36.53 ft from member end )
END PATTERN (Ycg = 10.80 in):
    12 @  2.000 in     6 @  4.000 in     6 @  6.000 in     2 @ 38.000 in
     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.60 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  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     =    6.51 in2      Initial Pull          =     1276.1 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.792 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.739 ft
Holddown Force        =  20.888 kips     Beam Shrtng (PL/AE)   =      0.397 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)       
--------------------------------------------------------------------------------------
      2741.376         740 2028.618     16.251 65814.820   901.108     578.113        
 
 
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      8.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.1667     20.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.1667     27.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      27.6667     63.6634    Yes
      2      US#5[M16]       60.00        0.62      15.00      63.6634     71.1634    Yes
      2      US#5[M16]       60.00        0.62      12.00      71.1634     83.1634    Yes
      2      US#5[M16]       60.00        0.62       9.00      83.1634     86.1634    Yes
      2      US#5[M16]       60.00        0.62       8.00      86.1634     86.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      86.8301     88.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      88.8301     89.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      89.5801     90.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      90.7467     91.2051     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 91.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.5100 in2       Ycg =  3.60 in
         P_init    =     1276.1 kips  Ecc = 17.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.91 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.552 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.16 ksi    0.00 ksi
    due to Composite Loads                                 -1.92 ksi    0.00 ksi
    due to Live Loads                                      -5.92 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                        13.18 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.91 ksi  ( 7.61 %)            10.14 ksi ( 5.17 %)
Total Prestress Losses                                    25.05 ksi (12.78 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.0 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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    73.8    70.2   248.8   459.1   609.4   699.6   729.6
(Max)       V      32.4    30.7    30.8    26.3    19.7    13.2     6.6     0.0
DL-Prec.  : M       0.0    12.5    11.9    42.0    77.6   102.9   118.2   123.2
DC(Max)     V       5.5     5.2     5.2     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5    89.0   315.5   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    39.1    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    30.3    28.8   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.7    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    15.9    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     7.0     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   190.3   181.1   637.9  1163.9  1521.9  1734.4  1788.7
            V     135.2   130.4   130.6   117.5    99.3    81.2    56.3    38.1
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   135.2   130.4   130.6   117.5   100.4    84.0    68.3    53.3
            M       0.0   195.8   186.4   637.9  1102.6  1401.2  1528.3  1495.4
Total     : M+      0.0   417.6   397.4  1404.8  2579.9  3402.2  3894.1  4043.1
            V     235.2   225.1   225.6   198.7   160.3   121.9    76.8    38.3
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   235.2   225.1   225.6   198.7   161.4   124.7    88.8    53.5
            M       0.0   423.1   402.7  1404.8  2518.5  3281.5  3688.0  3749.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.78   87.67   90.00
Self wt.  : M     699.6   609.4   459.1   248.8    70.2    73.8     0.0
(Max)       V       6.6    13.2    19.7    26.3    30.8    30.7    32.4
DL-Prec.  : M     118.2   102.9    77.6    42.0    11.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.5    89.0    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    39.1    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    28.8    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.7    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    15.9    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.4
LL + I    : M+   1734.4  1521.9  1163.9   637.9   181.1   190.3     0.0
            V      56.3    81.2    99.3   117.5   130.6   130.4   135.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    68.3    84.0   100.4   117.5   130.6   130.4   135.2
            M    1528.3  1401.2  1102.6   637.9   186.4   195.8    -0.0
Total     : M+   3894.1  3402.2  2579.9  1404.8   397.4   417.6     0.0
            V      76.8   121.9   160.3   198.7   225.6   225.1   235.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    88.8   124.7   161.4   198.7   225.6   225.1   235.2
            M    3688.0  3281.5  2518.5  1404.8   402.7   423.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               32.4             32.4
Deck+Haunch            41.1             41.1
Diaphragm               0.2              0.3
DL-Prec.(DC)            5.5              5.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           36.8             36.8
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    73.8    70.2   248.8   459.1   609.4   699.6   729.6
(Max)       V      32.4    30.7    30.8    26.3    19.7    13.2     6.6     0.0
DL-Prec.  : M       0.0    12.5    11.9    42.0    77.6   102.9   118.2   123.2
DC(Max)     V       5.5     5.2     5.2     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5    89.0   315.5   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    39.1    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    30.3    28.8   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.7    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    15.9    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     7.0     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   152.2   144.9   510.3   931.1  1217.5  1387.5  1430.9
            V     108.2   104.3   104.5    94.0    79.5    64.9    45.0    30.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   108.2   104.3   104.5    94.0    80.3    67.2    54.6    42.6
            M       0.0   156.6   149.1   510.3   882.0  1121.0  1222.6  1196.3
Total     : M+      0.0   379.6   361.2  1277.2  2347.1  3097.8  3547.2  3685.3
            V     208.1   199.1   199.5   175.2   140.4   105.6    65.5    30.7
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   208.1   199.1   199.5   175.2   141.3   107.9    75.1    42.9
            M       0.0   384.0   365.4  1277.2  2298.0  3001.3  3382.4  3450.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.78   87.67   90.00
Self wt.  : M     699.6   609.4   459.1   248.8    70.2    73.8     0.0
(Max)       V       6.6    13.2    19.7    26.3    30.8    30.7    32.4
DL-Prec.  : M     118.2   102.9    77.6    42.0    11.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.5    89.0    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    39.1    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    28.8    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.7    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    15.9    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.4
LL + I    : M+   1387.5  1217.5   931.1   510.3   144.9   152.2     0.0
            V      45.0    64.9    79.5    94.0   104.5   104.3   108.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    54.6    67.2    80.3    94.0   104.5   104.3   108.2
            M    1222.6  1121.0   882.0   510.3   149.1   156.6    -0.0
Total     : M+   3547.2  3097.8  2347.1  1277.2   361.2   379.6     0.0
            V      65.5   105.6   140.4   175.2   199.5   199.1   208.1
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    75.1   107.9   141.3   175.2   199.5   199.1   208.1
            M    3382.4  3001.3  2298.0  1277.2   365.4   384.0    -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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    92.2    87.7   311.0   573.9   761.8   874.5   912.0
(Max)       V      40.5    38.4    38.5    32.9    24.7    16.5     8.2     0.0
Self wt.  : M       0.0    66.4    63.2   223.9   413.2   548.5   629.6   656.7
(Min)       V      29.2    27.7    27.7    23.7    17.8    11.8     5.9     0.0
DL-Prec.  : M       0.0    15.6    14.8    52.5    96.9   128.7   147.7   154.1
DC(Max)     V       6.8     6.5     6.5     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0    11.2    10.7    37.8    69.8    92.6   106.3   110.9
DC(Min)     V       4.9     4.7     4.7     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   116.9   111.2   394.3   727.8   966.0  1108.9  1156.5
Haunch (Max)V      51.4    48.7    48.9    41.7    31.3    20.9    10.4     0.0
Deck +    : M       0.0    84.2    80.1   283.9   524.0   695.5   798.4   832.7
Haunch (Min)V      37.0    35.1    35.2    30.0    22.5    15.0     7.5     0.0
Diaphragm : M       0.0     0.7     0.7     2.6     5.5     8.4    11.2    14.1
(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     1.9     4.0     6.0     8.1    10.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.9    36.0   127.7   235.7   312.9   359.2   374.6
DC(Max)     V      16.7    15.8    15.8    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    27.3    25.9    92.0   169.7   225.3   258.6   269.7
DC(Min)     V      12.0    11.4    11.4     9.7     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    25.1    23.9    84.6   156.1   207.2   237.8   248.1
DW(Max)     V      11.0    10.5    10.5     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    10.9    10.3    36.7    67.6    89.8   103.1   107.5
DW(Min)     V       4.8     4.5     4.5     3.9     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   333.0   316.9  1116.3  2036.8  2663.3  3035.2  3130.1
            V     236.7   228.1   228.5   205.7   173.9   142.0    98.5    66.6
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   236.7   228.1   228.5   205.7   175.7   147.0   119.5    93.2
            M       0.0   342.6   326.2  1116.3  1929.5  2452.2  2674.5  2616.9
Total     : M+      0.0   621.4   591.3  2089.0  3832.8  5048.2  5774.5  5989.5
            V     363.4   348.3   349.1   308.7   251.2   193.7   124.4    66.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   363.4   348.3   349.1   308.7   253.0   198.7   145.5    93.5
            M       0.0   631.0   600.5  2089.0  3725.5  4837.0  5413.8  5476.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.78   87.67   90.00
Self wt.  : M     874.5   761.8   573.9   311.0    87.7    92.2     0.0
(Max)       V       8.2    16.5    24.7    32.9    38.5    38.4    40.5
Self wt.  : M     629.6   548.5   413.2   223.9    63.2    66.4     0.0
(Min)       V       5.9    11.8    17.8    23.7    27.7    27.7    29.2
DL-Prec.  : M     147.7   128.7    96.9    52.5    14.8    15.6     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.5     6.5     6.8
DL-Prec.  : M     106.3    92.6    69.8    37.8    10.7    11.2     0.0
DC(Min)     V       1.0     2.0     3.0     4.0     4.7     4.7     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1108.9   966.0   727.8   394.3   111.2   116.9     0.0
Haunch (Max)V      10.4    20.9    31.3    41.7    48.9    48.7    51.4
Deck +    : M     798.4   695.5   524.0   283.9    80.1    84.2     0.0
Haunch (Min)V       7.5    15.0    22.5    30.0    35.2    35.1    37.0
Diaphragm : M      11.2     8.4     5.5     2.6     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.1     6.0     4.0     1.9     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     359.2   312.9   235.7   127.7    36.0    37.9     0.0
DC(Max)     V       3.4     6.8    10.1    13.5    15.8    15.8    16.7
DL-Comp   : M     258.6   225.3   169.7    92.0    25.9    27.3     0.0
DC(Min)     V       2.4     4.9     7.3     9.7    11.4    11.4    12.0
DL-Comp   : M     237.8   207.2   156.1    84.6    23.9    25.1     0.0
DW(Max)     V       2.2     4.5     6.7     9.0    10.5    10.5    11.0
DL-Comp   : M     103.1    89.8    67.6    36.6    10.3    10.9     0.0
DW(Min)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.8
LL + I    : M+   3035.2  2663.3  2036.8  1116.3   316.9   333.0     0.0
            V      98.5   142.0   173.9   205.7   228.5   228.1   236.7
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   119.5   147.0   175.7   205.7   228.5   228.1   236.7
            M    2674.5  2452.2  1929.5  1116.3   326.2   342.6    -0.0
Total     : M+   5774.5  5048.2  3832.8  2089.0   591.3   621.4     0.0
            V     124.4   193.7   251.2   308.7   349.1   348.3   363.4
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   145.5   198.7   253.0   308.7   349.1   348.3   363.4
            M    5413.8  4837.0  3725.5  2089.0   600.5   631.0    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               40.5             40.5
Deck+Haunch            51.4             51.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.8              6.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           55.1             55.1
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    73.8    70.2   248.8   459.1   609.4   699.6   729.6
(Max)       V      32.4    30.7    30.8    26.3    19.7    13.2     6.6     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    12.5    11.9    42.0    77.6   102.9   118.2   123.2
DC(Max)     V       5.5     5.2     5.2     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5    89.0   315.5   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    39.1    33.4    25.0    16.7     8.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.1     4.4     6.7     9.0    11.2
(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    30.3    28.8   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.7    10.8     8.1     5.4     2.7     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    16.7    15.9    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     7.0     6.0     4.5     3.0     1.5     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   132.5   126.2   438.5   780.7  1016.2  1134.7  1117.6
            V     109.1   105.3   105.5    95.4    81.7    62.6    49.0    35.3
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   109.1   105.3   105.5    95.4    81.7    68.0    54.4    40.7
            M       0.0   132.5   126.2   438.5   780.7   987.3  1058.4   993.9
Total     : M+      0.0   359.9   342.5  1205.4  2196.7  2896.4  3294.4  3372.0
            V     209.0   200.1   200.5   176.6   142.7   103.4    69.4    35.5
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   209.0   200.1   200.5   176.6   142.7   108.8    74.8    40.9
            M       0.0   359.9   342.5  1205.4  2196.7  2867.6  3218.1  3248.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.78   87.67   90.00
Self wt.  : M     699.6   609.4   459.1   248.8    70.2    73.8     0.0
(Max)       V       6.6    13.2    19.7    26.3    30.8    30.7    32.4
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     118.2   102.9    77.6    42.0    11.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.5    89.0    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    39.1    39.0    41.1
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       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    28.8    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.7    12.6    13.3
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     158.6   138.1   104.1    56.4    15.9    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.4
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+   1134.7  1016.2   780.7   438.5   126.2   132.5     0.0
            V      49.0    62.6    81.7    95.4   105.5   105.3   109.1
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    54.4    68.0    81.7    95.4   105.5   105.3   109.1
            M    1058.4   987.3   780.7   438.5   126.2   132.5     0.0
Total     : M+   3294.4  2896.4  2196.7  1205.4   342.5   359.9     0.0
            V      69.4   103.4   142.7   176.6   200.5   200.1   209.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    74.8   108.8   142.7   176.6   200.5   200.1   209.0
            M    3218.1  2867.6  2196.7  1205.4   342.5   359.9     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    9.13   18.27   27.40   36.53   45.67
 
Beam-Self
Precast-top    0.155   0.439   0.777   1.015   1.152   1.200 
Bottom        -0.127  -0.359  -0.630  -0.817  -0.921  -0.960 
 
Prestress
Precast-top    0.022  -0.174  -0.462  -0.744  -1.021  -1.021 
Bottom         3.194   3.347   3.569   3.784   3.991   3.991 
 
Total
Precast-top    0.177   0.265   0.316   0.271   0.132   0.180 
Bottom         3.067   2.988   2.939   2.967   3.069   3.031 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.32 %)
             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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.017   0.059   0.109   0.144   0.164   0.171 
Precast-top    0.020   0.324   0.312   0.874   1.483   1.842   1.952   2.078 
Bottom         0.639   2.520   2.428   1.994   1.410   1.061   0.939   0.827 
 

 
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    9.13   18.27   27.40   36.53   45.67
 
Beam-Self
Precast-top    0.155   0.439   0.777   1.015   1.152   1.200 
Bottom        -0.127  -0.359  -0.630  -0.817  -0.921  -0.960 
 
Prestress
Precast-top    0.022  -0.174  -0.462  -0.744  -1.021  -1.021 
Bottom         3.194   3.347   3.569   3.784   3.991   3.991 
 
Total
Precast-top    0.177   0.265   0.316   0.271   0.132   0.180 
Bottom         3.067   2.988   2.939   2.967   3.069   3.031 
 
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 = 12.32 %)
             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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    8.47   17.60   26.73   35.87   45.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.058   0.055   0.193   0.344   0.447   0.500   0.497 
Precast-top    0.010   0.195   0.187   0.545   0.934   1.171   1.255   1.313 
Bottom         0.319   1.147   1.106   0.624   0.047  -0.320  -0.473  -0.515 
 

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
    363.4    6.5   49.7    0.758   4.1   6.00e-3 50.0    376.3     1.815    3.017      0.00
      0.0    0.7   49.4     41.9 0.178      23.4 0.87    12.00     0.109    1.402 
Transfer:   3.00
    348.3    6.5   49.7    3.418  18.3   0.14e-3 29.5    255.1     0.598    1.760      0.00
    631.0    3.0   48.3    189.0 0.168     113.6 4.33    12.00     0.109    1.466 
Critical:   4.67
    337.4    6.5   49.7    3.762  18.3  -0.02e-3 28.9    229.2     0.527    0.930      0.00
   1031.0    3.3   48.1    189.0 0.163     127.4 4.87    12.00     0.109    1.468 
0.1L    :   9.13
    308.7    6.5   49.7    4.667  18.3  -0.02e-3 28.9    198.5     0.460    0.620      0.00
   2089.0    4.0   47.7    189.0 0.150     126.2 4.86    12.00     0.109    1.202 
0.2L    :  18.27
    253.0    6.5   46.0    6.510  18.3   0.14e-3 29.5    159.1     0.411    0.620      0.00
   3725.5    4.5   43.8    189.0 0.132     103.8 4.36    12.00     0.109    1.289 
0.3L    :  27.40
    198.7    6.5   47.8    6.510  18.3   1.20e-3 33.2    139.9     0.402    0.496      0.00
   4837.0    4.5   45.6    189.0 0.098      62.6 2.52    24.00     0.109    1.149 
0.4L    :  36.53
    145.5    6.5   49.6    6.510   0.0   1.54e-3 34.4    104.3     0.301    0.413      0.00
   5413.8    4.5   47.4    189.0 0.075      57.4 2.23    24.00     0.109    1.240 
0.5L    :  45.67
     93.5    6.5   49.6    6.510   0.0   1.35e-3 33.7     42.4     0.119    0.413      0.00
   5476.3    4.5   47.4    189.0 0.048      61.5 2.39    24.00     0.109    2.005 
0.6L    :  54.80
    145.5    6.5   49.6    6.510   0.0   1.54e-3 34.4    104.3     0.301    0.413      0.00
   5413.8    4.5   47.4    189.0 0.075      57.4 2.23    24.00     0.109    1.240 
0.7L    :  63.93
    198.7    6.5   47.8    6.510  18.3   1.20e-3 33.2    139.9     0.402    0.496      0.00
   4837.0    4.5   45.6    189.0 0.098      62.6 2.52    24.00     0.109    1.149 
0.8L    :  73.06
    253.0    6.5   46.0    6.510  18.3   0.14e-3 29.5    159.1     0.411    0.620      0.00
   3725.5    4.5   43.8    189.0 0.132     103.8 4.36    12.00     0.109    1.289 
0.9L    :  82.20
    308.7    6.5   49.7    4.667  18.3  -0.02e-3 28.9    198.5     0.460    0.620      0.00
   2089.0    4.0   47.7    189.0 0.150     126.2 4.86    12.00     0.109    1.202 
Critical:  86.66
    337.4    6.5   49.7    3.762  18.3  -0.02e-3 28.9    229.2     0.527    0.930      0.00
   1031.0    3.3   48.1    189.0 0.163     127.4 4.87    12.00     0.109    1.468 
Transfer:  88.33
    348.3    6.5   49.7    3.418  18.3   0.14e-3 29.5    255.1     0.598    1.760      0.00
    631.0    3.0   48.3    189.0 0.168     113.6 4.33    12.00     0.109    1.466 
Bearing :  90.67
    363.4    6.5   49.7    0.758   4.1   6.00e-3 50.0    376.3     1.815    3.017      0.00
      0.0    0.7   49.4     41.9 0.178      23.4 0.87    12.00     0.109    1.402 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1276.09
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    2.55
 
 
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
    363.4      8.17     49.75    0.67       49.41    24.00      0.300      1.974      0.000      3.017 
Transfer:      2.33
    348.3      8.02     49.75    2.99       48.26    24.00      0.300      1.924      0.000      1.760 
Critical:      4.01
    337.5      7.79     49.75    3.28       48.11    24.00      0.300      1.848      0.000      0.930 
0.1L    :      8.47
    308.7      7.19     49.75    4.05       47.73    24.00      0.300      1.646      0.000      0.620 
0.2L    :     17.60
    253.0      6.42     46.05    4.51       43.80    24.00      0.300      1.390      0.000      0.620 
0.3L    :     26.73
    198.7      4.84     47.85    4.51       45.59    24.00      0.300      0.864      0.000      0.496 
0.4L    :     35.87
    145.5      3.41     49.65    4.52       47.39    24.00      0.300      0.387      0.000      0.413 
0.5L    :     45.00
     93.5      2.19     49.65    4.52       47.39    24.00      0.300      0.000      0.000      0.413 
0.6L    :     54.13
    145.5      3.41     49.65    4.52       47.39    24.00      0.300      0.387      0.000      0.413 
0.7L    :     63.27
    198.7      4.84     47.85    4.51       45.59    24.00      0.300      0.864      0.000      0.496 
0.8L    :     72.40
    253.0      6.42     46.05    4.51       43.80    24.00      0.300      1.390      0.000      0.620 
0.9L    :     81.53
    308.7      7.19     49.75    4.05       47.73    24.00      0.300      1.646      0.000      0.620 
Critical:     85.99
    337.5      7.79     49.75    3.28       48.11    24.00      0.300      1.848      0.000      0.930 
Transfer:     87.67
    348.3      8.02     49.75    2.99       48.26    24.00      0.300      1.924      0.000      1.760 
Bearing :     90.00
    363.4      8.17     49.75    0.67       49.41    24.00      0.300      1.974      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 = 8.47 ft
Prestress      :       1.087  1.80      1.957  2.20      2.392
Self Wt.       :      -0.397  1.85     -0.734  2.40     -0.952
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          :       0.691            1.224            1.441
 
At 0.2 x L = 17.60 ft
Prestress      :       1.961  1.80      3.530  2.20      4.315
Self Wt.       :      -0.745  1.85     -1.378  2.40     -1.787
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          :       1.217            2.153            2.528
 
At 0.3 x L = 26.73 ft
Prestress      :       2.593  1.80      4.668  2.20      5.706
Self Wt.       :      -1.011  1.85     -1.870  2.40     -2.426
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          :       1.583            2.798            3.280
 
At 0.4 x L = 35.87 ft
Prestress      :       2.962  1.80      5.331  2.20      6.516
Self Wt.       :      -1.173  1.85     -2.170  2.40     -2.815
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          :       1.789            3.161            3.701
 
At 0.5 x L = 45.00 ft
Prestress      :       3.099  1.80      5.578  2.20      6.817
Self Wt.       :      -1.231  1.85     -2.278  2.40     -2.956
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          :       1.867            3.300            3.862
 
At 0.6 x L = 54.13 ft
Prestress      :       2.962  1.80      5.331  2.20      6.516
Self Wt.       :      -1.173  1.85     -2.170  2.40     -2.815
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          :       1.789            3.161            3.701
 
At 0.7 x L = 63.27 ft
Prestress      :       2.593  1.80      4.668  2.20      5.706
Self Wt.       :      -1.011  1.85     -1.870  2.40     -2.426
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          :       1.583            2.798            3.280
 
At 0.8 x L = 72.40 ft
Prestress      :       1.961  1.80      3.530  2.20      4.315
Self Wt.       :      -0.745  1.85     -1.378  2.40     -1.787
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          :       1.217            2.153            2.528
 
At 0.9 x L = 81.53 ft
Prestress      :       1.087  1.80      1.957  2.20      2.392
Self Wt.       :      -0.397  1.85     -0.734  2.40     -0.952
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          :       0.691            1.224            1.441
 

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
   621.4    43.0  4.272  263.8    3.5   2.99   3902.4  0.041T 1.00       -       -     -     -  
H/2     :   2.22
   591.3    43.0  4.107  264.1    3.4   2.87   3757.5  0.042T 1.00       -       -     -     -  
0.1L    :   8.47
  2089.0    44.2  5.833  261.9    4.8   4.05   5375.1  0.029T 1.00       -       -     -     -  
0.2L    :  17.60
  3832.8    46.0  6.510  261.3    5.3   4.51   6208.2  0.026T 1.00    582.5   582.5   10.66    -  
0.3L    :  26.73
  5048.2    47.8  6.510  261.6    5.3   4.51   6470.9  0.026T 1.00    399.1   399.1   16.22    -  
0.4L    :  35.87
  5774.5    49.6  6.510  261.9    5.3   4.52   6733.5  0.026T 1.00    302.5   302.5   22.26    -  
0.5L    :  45.00
  5989.5    49.6  6.510  261.9    5.3   4.52   6733.5  0.026T 1.00    261.9   261.9   25.71    -  
0.6L    :  54.13
  5774.5    49.6  6.510  261.9    5.3   4.52   6733.5  0.026T 1.00    302.5   302.5   22.26    -  
0.7L    :  63.27
  5048.2    47.8  6.510  261.6    5.3   4.51   6470.9  0.026T 1.00    399.1   399.1   16.22    -  
0.8L    :  72.40
  3832.8    46.0  6.510  261.3    5.3   4.51   6208.2  0.026T 1.00    582.5   582.5   10.66    -  
0.9L    :  81.53
  2089.0    44.2  5.833  261.9    4.8   4.05   5375.1  0.029T 1.00       -       -     -     -  
H/2     :  87.78
   591.3    43.0  4.107  264.1    3.4   2.87   3757.5  0.042T 1.00       -       -     -     -  
Transfer:  87.67
   621.4    43.0  4.272  263.8    3.5   2.99   3902.4  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 : 3; Groups 1-15; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.062
        M   2.00 Fb     0.163
 
  2   2 E  42.00 Ft     0.396
        M   6.00 Fb     0.103
 
  3   2 E  40.00 Ft     0.707
        M   4.00 Fb     0.062
 
  4   2 E  38.00 Ft     0.995
        M   2.00 Fb     0.040
 
  5   2 E   6.00 Ft     0.948
        M   6.00 Fb     0.293
 
  6   2 E   6.00 Ft     0.901
        M   6.00 Fb     0.545
 
  7   2 E   6.00 Ft     0.854
        M   6.00 Fb     0.798
 
  8   2 E   4.00 Ft     0.784
        M   4.00 Fb     1.070
 
  9   2 E   4.00 Ft     0.713
        M   4.00 Fb     1.342
 
 10   2 E   4.00 Ft     0.643
        M   4.00 Fb     1.613
 
 11   2 E   2.00 Ft     0.550
        M   2.00 Fb     1.904
 
 12   2 E   2.00 Ft     0.457
        M   2.00 Fb     2.195
 
 13   2 E   2.00 Ft     0.364
        M   2.00 Fb     2.485
 
 14   2 E   2.00 Ft     0.270
        M   2.00 Fb     2.776
 
 15   2 E   2.00 Ft     0.177
        M   2.00 Fb     3.066
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 91.33            Release Length, ft: 91.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  30
No. of strands, Draped:   6           No. of strands, Straight:  24
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  7.61 %               Final losses: 12.78 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.069   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.132   0.4L/0.6L
      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)                  6733.55     5989.52     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   0.171     Midspan
    Pre.Top:   4.200  -0.000     Bearing    3.150   2.078     Midspan
    Pre.Bot:   4.200  -0.000     Bearing    3.150   2.520    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   1.313     Midspan
    Pre.Bot:                                                             2.800   1.147    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.099  1.80      5.578  2.20      6.817
Self Wt.       :      -1.231  1.85     -2.278  2.40     -2.956
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          :       1.867            3.300            3.862
 
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   90.00
     DC  Line       0.087      0.00       0.087   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.330 ft
Release length = 91.330 ft
Design  length = 90.000 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)  : 0.736   (Calculated)    
Live Moment (1  lane  loaded)  : 0.512   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.180   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.944   (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     8.47    17.60    26.73    35.87    45.00
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    698.8    723.3    722.1    723.3    723.3    723.3    723.3    723.3
  Yb      ,  in    20.64    20.28    20.30    20.23    20.15    20.07    19.99    19.99
  MI(Ixx) , in4   179673   182316   182178   183128   184500   186068   187831   187831
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1427.7   1450.8   1449.6   1450.8   1450.8   1450.8   1450.8   1450.8
  Yb      ,  in    35.28    34.88    34.90    34.86    34.82    34.78    34.74    34.74
  MI(Ixx) , in4   476277   490699   489967   492509   495363   498405   501634   501634

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:  30 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 36.53 ft from member end )
END PATTERN (Ycg = 10.80 in):
    12 @  2.000 in     6 @  4.000 in     6 @  6.000 in     2 @ 38.000 in
     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.60 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  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     =    6.51 in2      Initial Pull          =     1276.1 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.792 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.739 ft
Holddown Force        =  20.888 kips     Beam Shrtng (PL/AE)   =      0.397 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)       
--------------------------------------------------------------------------------------
      2741.376         740 2028.618     16.251 65814.820   901.108     578.113        
 
 
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      8.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.1667     20.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.1667     27.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      27.6667     63.6634    Yes
      2      US#5[M16]       60.00        0.62      15.00      63.6634     71.1634    Yes
      2      US#5[M16]       60.00        0.62      12.00      71.1634     83.1634    Yes
      2      US#5[M16]       60.00        0.62       9.00      83.1634     86.1634    Yes
      2      US#5[M16]       60.00        0.62       8.00      86.1634     86.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      86.8301     88.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      88.8301     89.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      89.5801     90.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      90.7467     91.2051     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 91.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.5100 in2       Ycg =  3.60 in
         P_init    =     1276.1 kips  Ecc = 17.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.91 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.552 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.16 ksi    0.00 ksi
    due to Composite Loads                                 -1.92 ksi    0.00 ksi
    due to Live Loads                                      -5.92 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                        13.18 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.91 ksi  ( 7.61 %)            10.14 ksi ( 5.17 %)
Total Prestress Losses                                    25.05 ksi (12.78 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.0 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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    73.8    70.2   248.8   459.1   609.4   699.6   729.6
(Max)       V      32.4    30.7    30.8    26.3    19.7    13.2     6.6     0.0
DL-Prec.  : M       0.0    12.5    11.9    42.0    77.6   102.9   118.2   123.2
DC(Max)     V       5.5     5.2     5.2     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5    89.0   315.5   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    39.1    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    30.3    28.8   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.7    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    15.9    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     7.0     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   190.3   181.1   637.9  1163.9  1521.9  1734.4  1788.7
            V     135.2   130.4   130.6   117.5    99.3    81.2    56.3    38.1
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   135.2   130.4   130.6   117.5   100.4    84.0    68.3    53.3
            M       0.0   195.8   186.4   637.9  1102.6  1401.2  1528.3  1495.4
Total     : M+      0.0   417.6   397.4  1404.8  2579.9  3402.2  3894.1  4043.1
            V     235.2   225.1   225.6   198.7   160.3   121.9    76.8    38.3
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   235.2   225.1   225.6   198.7   161.4   124.7    88.8    53.5
            M       0.0   423.1   402.7  1404.8  2518.5  3281.5  3688.0  3749.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.78   87.67   90.00
Self wt.  : M     699.6   609.4   459.1   248.8    70.2    73.8     0.0
(Max)       V       6.6    13.2    19.7    26.3    30.8    30.7    32.4
DL-Prec.  : M     118.2   102.9    77.6    42.0    11.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.5    89.0    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    39.1    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    28.8    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.7    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    15.9    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.4
LL + I    : M+   1734.4  1521.9  1163.9   637.9   181.1   190.3     0.0
            V      56.3    81.2    99.3   117.5   130.6   130.4   135.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    68.3    84.0   100.4   117.5   130.6   130.4   135.2
            M    1528.3  1401.2  1102.6   637.9   186.4   195.8    -0.0
Total     : M+   3894.1  3402.2  2579.9  1404.8   397.4   417.6     0.0
            V      76.8   121.9   160.3   198.7   225.6   225.1   235.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    88.8   124.7   161.4   198.7   225.6   225.1   235.2
            M    3688.0  3281.5  2518.5  1404.8   402.7   423.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               32.4             32.4
Deck+Haunch            41.1             41.1
Diaphragm               0.2              0.3
DL-Prec.(DC)            5.5              5.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           36.8             36.8
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    73.8    70.2   248.8   459.1   609.4   699.6   729.6
(Max)       V      32.4    30.7    30.8    26.3    19.7    13.2     6.6     0.0
DL-Prec.  : M       0.0    12.5    11.9    42.0    77.6   102.9   118.2   123.2
DC(Max)     V       5.5     5.2     5.2     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5    89.0   315.5   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    39.1    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    30.3    28.8   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.7    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    15.9    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     7.0     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   152.2   144.9   510.3   931.1  1217.5  1387.5  1430.9
            V     108.2   104.3   104.5    94.0    79.5    64.9    45.0    30.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   108.2   104.3   104.5    94.0    80.3    67.2    54.6    42.6
            M       0.0   156.6   149.1   510.3   882.0  1121.0  1222.6  1196.3
Total     : M+      0.0   379.6   361.2  1277.2  2347.1  3097.8  3547.2  3685.3
            V     208.1   199.1   199.5   175.2   140.4   105.6    65.5    30.7
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   208.1   199.1   199.5   175.2   141.3   107.9    75.1    42.9
            M       0.0   384.0   365.4  1277.2  2298.0  3001.3  3382.4  3450.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.78   87.67   90.00
Self wt.  : M     699.6   609.4   459.1   248.8    70.2    73.8     0.0
(Max)       V       6.6    13.2    19.7    26.3    30.8    30.7    32.4
DL-Prec.  : M     118.2   102.9    77.6    42.0    11.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.5    89.0    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    39.1    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    28.8    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.7    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    15.9    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.4
LL + I    : M+   1387.5  1217.5   931.1   510.3   144.9   152.2     0.0
            V      45.0    64.9    79.5    94.0   104.5   104.3   108.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    54.6    67.2    80.3    94.0   104.5   104.3   108.2
            M    1222.6  1121.0   882.0   510.3   149.1   156.6    -0.0
Total     : M+   3547.2  3097.8  2347.1  1277.2   361.2   379.6     0.0
            V      65.5   105.6   140.4   175.2   199.5   199.1   208.1
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    75.1   107.9   141.3   175.2   199.5   199.1   208.1
            M    3382.4  3001.3  2298.0  1277.2   365.4   384.0    -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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    92.2    87.7   311.0   573.9   761.8   874.5   912.0
(Max)       V      40.5    38.4    38.5    32.9    24.7    16.5     8.2     0.0
Self wt.  : M       0.0    66.4    63.2   223.9   413.2   548.5   629.6   656.7
(Min)       V      29.2    27.7    27.7    23.7    17.8    11.8     5.9     0.0
DL-Prec.  : M       0.0    15.6    14.8    52.5    96.9   128.7   147.7   154.1
DC(Max)     V       6.8     6.5     6.5     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0    11.2    10.7    37.8    69.8    92.6   106.3   110.9
DC(Min)     V       4.9     4.7     4.7     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   116.9   111.2   394.3   727.8   966.0  1108.9  1156.5
Haunch (Max)V      51.4    48.7    48.9    41.7    31.3    20.9    10.4     0.0
Deck +    : M       0.0    84.2    80.1   283.9   524.0   695.5   798.4   832.7
Haunch (Min)V      37.0    35.1    35.2    30.0    22.5    15.0     7.5     0.0
Diaphragm : M       0.0     0.7     0.7     2.6     5.5     8.4    11.2    14.1
(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     1.9     4.0     6.0     8.1    10.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.9    36.0   127.7   235.7   312.9   359.2   374.6
DC(Max)     V      16.7    15.8    15.8    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    27.3    25.9    92.0   169.7   225.3   258.6   269.7
DC(Min)     V      12.0    11.4    11.4     9.7     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    25.1    23.9    84.6   156.1   207.2   237.8   248.1
DW(Max)     V      11.0    10.5    10.5     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    10.9    10.3    36.7    67.6    89.8   103.1   107.5
DW(Min)     V       4.8     4.5     4.5     3.9     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   333.0   316.9  1116.3  2036.8  2663.3  3035.2  3130.1
            V     236.7   228.1   228.5   205.7   173.9   142.0    98.5    66.6
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   236.7   228.1   228.5   205.7   175.7   147.0   119.5    93.2
            M       0.0   342.6   326.2  1116.3  1929.5  2452.2  2674.5  2616.9
Total     : M+      0.0   621.4   591.3  2089.0  3832.8  5048.2  5774.5  5989.5
            V     363.4   348.3   349.1   308.7   251.2   193.7   124.4    66.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   363.4   348.3   349.1   308.7   253.0   198.7   145.5    93.5
            M       0.0   631.0   600.5  2089.0  3725.5  4837.0  5413.8  5476.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.78   87.67   90.00
Self wt.  : M     874.5   761.8   573.9   311.0    87.7    92.2     0.0
(Max)       V       8.2    16.5    24.7    32.9    38.5    38.4    40.5
Self wt.  : M     629.6   548.5   413.2   223.9    63.2    66.4     0.0
(Min)       V       5.9    11.8    17.8    23.7    27.7    27.7    29.2
DL-Prec.  : M     147.7   128.7    96.9    52.5    14.8    15.6     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.5     6.5     6.8
DL-Prec.  : M     106.3    92.6    69.8    37.8    10.7    11.2     0.0
DC(Min)     V       1.0     2.0     3.0     4.0     4.7     4.7     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1108.9   966.0   727.8   394.3   111.2   116.9     0.0
Haunch (Max)V      10.4    20.9    31.3    41.7    48.9    48.7    51.4
Deck +    : M     798.4   695.5   524.0   283.9    80.1    84.2     0.0
Haunch (Min)V       7.5    15.0    22.5    30.0    35.2    35.1    37.0
Diaphragm : M      11.2     8.4     5.5     2.6     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.1     6.0     4.0     1.9     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     359.2   312.9   235.7   127.7    36.0    37.9     0.0
DC(Max)     V       3.4     6.8    10.1    13.5    15.8    15.8    16.7
DL-Comp   : M     258.6   225.3   169.7    92.0    25.9    27.3     0.0
DC(Min)     V       2.4     4.9     7.3     9.7    11.4    11.4    12.0
DL-Comp   : M     237.8   207.2   156.1    84.6    23.9    25.1     0.0
DW(Max)     V       2.2     4.5     6.7     9.0    10.5    10.5    11.0
DL-Comp   : M     103.1    89.8    67.6    36.6    10.3    10.9     0.0
DW(Min)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.8
LL + I    : M+   3035.2  2663.3  2036.8  1116.3   316.9   333.0     0.0
            V      98.5   142.0   173.9   205.7   228.5   228.1   236.7
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   119.5   147.0   175.7   205.7   228.5   228.1   236.7
            M    2674.5  2452.2  1929.5  1116.3   326.2   342.6    -0.0
Total     : M+   5774.5  5048.2  3832.8  2089.0   591.3   621.4     0.0
            V     124.4   193.7   251.2   308.7   349.1   348.3   363.4
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   145.5   198.7   253.0   308.7   349.1   348.3   363.4
            M    5413.8  4837.0  3725.5  2089.0   600.5   631.0    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               40.5             40.5
Deck+Haunch            51.4             51.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.8              6.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           55.1             55.1
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    73.8    70.2   248.8   459.1   609.4   699.6   729.6
(Max)       V      32.4    30.7    30.8    26.3    19.7    13.2     6.6     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    12.5    11.9    42.0    77.6   102.9   118.2   123.2
DC(Max)     V       5.5     5.2     5.2     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5    89.0   315.5   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    39.1    33.4    25.0    16.7     8.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.1     4.4     6.7     9.0    11.2
(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    30.3    28.8   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.7    10.8     8.1     5.4     2.7     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    16.7    15.9    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     7.0     6.0     4.5     3.0     1.5     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   132.5   126.2   438.5   780.7  1016.2  1134.7  1117.6
            V     109.1   105.3   105.5    95.4    81.7    62.6    49.0    35.3
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   109.1   105.3   105.5    95.4    81.7    68.0    54.4    40.7
            M       0.0   132.5   126.2   438.5   780.7   987.3  1058.4   993.9
Total     : M+      0.0   359.9   342.5  1205.4  2196.7  2896.4  3294.4  3372.0
            V     209.0   200.1   200.5   176.6   142.7   103.4    69.4    35.5
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   209.0   200.1   200.5   176.6   142.7   108.8    74.8    40.9
            M       0.0   359.9   342.5  1205.4  2196.7  2867.6  3218.1  3248.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.78   87.67   90.00
Self wt.  : M     699.6   609.4   459.1   248.8    70.2    73.8     0.0
(Max)       V       6.6    13.2    19.7    26.3    30.8    30.7    32.4
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     118.2   102.9    77.6    42.0    11.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.5    89.0    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    39.1    39.0    41.1
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       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    28.8    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.7    12.6    13.3
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     158.6   138.1   104.1    56.4    15.9    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.4
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+   1134.7  1016.2   780.7   438.5   126.2   132.5     0.0
            V      49.0    62.6    81.7    95.4   105.5   105.3   109.1
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    54.4    68.0    81.7    95.4   105.5   105.3   109.1
            M    1058.4   987.3   780.7   438.5   126.2   132.5     0.0
Total     : M+   3294.4  2896.4  2196.7  1205.4   342.5   359.9     0.0
            V      69.4   103.4   142.7   176.6   200.5   200.1   209.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    74.8   108.8   142.7   176.6   200.5   200.1   209.0
            M    3218.1  2867.6  2196.7  1205.4   342.5   359.9     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    9.13   18.27   27.40   36.53   45.67
 
Beam-Self
Precast-top    0.155   0.439   0.777   1.015   1.152   1.200 
Bottom        -0.127  -0.359  -0.630  -0.817  -0.921  -0.960 
 
Prestress
Precast-top    0.022  -0.174  -0.462  -0.744  -1.021  -1.021 
Bottom         3.194   3.347   3.569   3.784   3.991   3.991 
 
Total
Precast-top    0.177   0.265   0.316   0.271   0.132   0.180 
Bottom         3.067   2.988   2.939   2.967   3.069   3.031 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.32 %)
             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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.017   0.059   0.109   0.144   0.164   0.171 
Precast-top    0.020   0.324   0.312   0.874   1.483   1.842   1.952   2.078 
Bottom         0.639   2.520   2.428   1.994   1.410   1.061   0.939   0.827 
 

 
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    9.13   18.27   27.40   36.53   45.67
 
Beam-Self
Precast-top    0.155   0.439   0.777   1.015   1.152   1.200 
Bottom        -0.127  -0.359  -0.630  -0.817  -0.921  -0.960 
 
Prestress
Precast-top    0.022  -0.174  -0.462  -0.744  -1.021  -1.021 
Bottom         3.194   3.347   3.569   3.784   3.991   3.991 
 
Total
Precast-top    0.177   0.265   0.316   0.271   0.132   0.180 
Bottom         3.067   2.988   2.939   2.967   3.069   3.031 
 
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 = 12.32 %)
             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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    8.47   17.60   26.73   35.87   45.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.058   0.055   0.193   0.344   0.447   0.500   0.497 
Precast-top    0.010   0.195   0.187   0.545   0.934   1.171   1.255   1.313 
Bottom         0.319   1.147   1.106   0.624   0.047  -0.320  -0.473  -0.515 
 

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
    363.4    6.5   49.7    0.758   4.1   6.00e-3 50.0    376.3     1.815    3.017      0.00
      0.0    0.7   49.4     41.9 0.178      23.4 0.87    12.00     0.109    1.402 
Transfer:   3.00
    348.3    6.5   49.7    3.418  18.3   0.14e-3 29.5    255.1     0.598    1.760      0.00
    631.0    3.0   48.3    189.0 0.168     113.6 4.33    12.00     0.109    1.466 
Critical:   4.67
    337.4    6.5   49.7    3.762  18.3  -0.02e-3 28.9    229.2     0.527    0.930      0.00
   1031.0    3.3   48.1    189.0 0.163     127.4 4.87    12.00     0.109    1.468 
0.1L    :   9.13
    308.7    6.5   49.7    4.667  18.3  -0.02e-3 28.9    198.5     0.460    0.620      0.00
   2089.0    4.0   47.7    189.0 0.150     126.2 4.86    12.00     0.109    1.202 
0.2L    :  18.27
    253.0    6.5   46.0    6.510  18.3   0.14e-3 29.5    159.1     0.411    0.620      0.00
   3725.5    4.5   43.8    189.0 0.132     103.8 4.36    12.00     0.109    1.289 
0.3L    :  27.40
    198.7    6.5   47.8    6.510  18.3   1.20e-3 33.2    139.9     0.402    0.496      0.00
   4837.0    4.5   45.6    189.0 0.098      62.6 2.52    24.00     0.109    1.149 
0.4L    :  36.53
    145.5    6.5   49.6    6.510   0.0   1.54e-3 34.4    104.3     0.301    0.413      0.00
   5413.8    4.5   47.4    189.0 0.075      57.4 2.23    24.00     0.109    1.240 
0.5L    :  45.67
     93.5    6.5   49.6    6.510   0.0   1.35e-3 33.7     42.4     0.119    0.413      0.00
   5476.3    4.5   47.4    189.0 0.048      61.5 2.39    24.00     0.109    2.005 
0.6L    :  54.80
    145.5    6.5   49.6    6.510   0.0   1.54e-3 34.4    104.3     0.301    0.413      0.00
   5413.8    4.5   47.4    189.0 0.075      57.4 2.23    24.00     0.109    1.240 
0.7L    :  63.93
    198.7    6.5   47.8    6.510  18.3   1.20e-3 33.2    139.9     0.402    0.496      0.00
   4837.0    4.5   45.6    189.0 0.098      62.6 2.52    24.00     0.109    1.149 
0.8L    :  73.06
    253.0    6.5   46.0    6.510  18.3   0.14e-3 29.5    159.1     0.411    0.620      0.00
   3725.5    4.5   43.8    189.0 0.132     103.8 4.36    12.00     0.109    1.289 
0.9L    :  82.20
    308.7    6.5   49.7    4.667  18.3  -0.02e-3 28.9    198.5     0.460    0.620      0.00
   2089.0    4.0   47.7    189.0 0.150     126.2 4.86    12.00     0.109    1.202 
Critical:  86.66
    337.4    6.5   49.7    3.762  18.3  -0.02e-3 28.9    229.2     0.527    0.930      0.00
   1031.0    3.3   48.1    189.0 0.163     127.4 4.87    12.00     0.109    1.468 
Transfer:  88.33
    348.3    6.5   49.7    3.418  18.3   0.14e-3 29.5    255.1     0.598    1.760      0.00
    631.0    3.0   48.3    189.0 0.168     113.6 4.33    12.00     0.109    1.466 
Bearing :  90.67
    363.4    6.5   49.7    0.758   4.1   6.00e-3 50.0    376.3     1.815    3.017      0.00
      0.0    0.7   49.4     41.9 0.178      23.4 0.87    12.00     0.109    1.402 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1276.09
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    2.55
 
 
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
    363.4      8.17     49.75    0.67       49.41    24.00      0.300      1.974      0.000      3.017 
Transfer:      2.33
    348.3      8.02     49.75    2.99       48.26    24.00      0.300      1.924      0.000      1.760 
Critical:      4.01
    337.5      7.79     49.75    3.28       48.11    24.00      0.300      1.848      0.000      0.930 
0.1L    :      8.47
    308.7      7.19     49.75    4.05       47.73    24.00      0.300      1.646      0.000      0.620 
0.2L    :     17.60
    253.0      6.42     46.05    4.51       43.80    24.00      0.300      1.390      0.000      0.620 
0.3L    :     26.73
    198.7      4.84     47.85    4.51       45.59    24.00      0.300      0.864      0.000      0.496 
0.4L    :     35.87
    145.5      3.41     49.65    4.52       47.39    24.00      0.300      0.387      0.000      0.413 
0.5L    :     45.00
     93.5      2.19     49.65    4.52       47.39    24.00      0.300      0.000      0.000      0.413 
0.6L    :     54.13
    145.5      3.41     49.65    4.52       47.39    24.00      0.300      0.387      0.000      0.413 
0.7L    :     63.27
    198.7      4.84     47.85    4.51       45.59    24.00      0.300      0.864      0.000      0.496 
0.8L    :     72.40
    253.0      6.42     46.05    4.51       43.80    24.00      0.300      1.390      0.000      0.620 
0.9L    :     81.53
    308.7      7.19     49.75    4.05       47.73    24.00      0.300      1.646      0.000      0.620 
Critical:     85.99
    337.5      7.79     49.75    3.28       48.11    24.00      0.300      1.848      0.000      0.930 
Transfer:     87.67
    348.3      8.02     49.75    2.99       48.26    24.00      0.300      1.924      0.000      1.760 
Bearing :     90.00
    363.4      8.17     49.75    0.67       49.41    24.00      0.300      1.974      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 = 8.47 ft
Prestress      :       1.087  1.80      1.957  2.20      2.392
Self Wt.       :      -0.397  1.85     -0.734  2.40     -0.952
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          :       0.691            1.224            1.441
 
At 0.2 x L = 17.60 ft
Prestress      :       1.961  1.80      3.530  2.20      4.315
Self Wt.       :      -0.745  1.85     -1.378  2.40     -1.787
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          :       1.217            2.153            2.528
 
At 0.3 x L = 26.73 ft
Prestress      :       2.593  1.80      4.668  2.20      5.706
Self Wt.       :      -1.011  1.85     -1.870  2.40     -2.426
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          :       1.583            2.798            3.280
 
At 0.4 x L = 35.87 ft
Prestress      :       2.962  1.80      5.331  2.20      6.516
Self Wt.       :      -1.173  1.85     -2.170  2.40     -2.815
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          :       1.789            3.161            3.701
 
At 0.5 x L = 45.00 ft
Prestress      :       3.099  1.80      5.578  2.20      6.817
Self Wt.       :      -1.231  1.85     -2.278  2.40     -2.956
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          :       1.867            3.300            3.862
 
At 0.6 x L = 54.13 ft
Prestress      :       2.962  1.80      5.331  2.20      6.516
Self Wt.       :      -1.173  1.85     -2.170  2.40     -2.815
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          :       1.789            3.161            3.701
 
At 0.7 x L = 63.27 ft
Prestress      :       2.593  1.80      4.668  2.20      5.706
Self Wt.       :      -1.011  1.85     -1.870  2.40     -2.426
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          :       1.583            2.798            3.280
 
At 0.8 x L = 72.40 ft
Prestress      :       1.961  1.80      3.530  2.20      4.315
Self Wt.       :      -0.745  1.85     -1.378  2.40     -1.787
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          :       1.217            2.153            2.528
 
At 0.9 x L = 81.53 ft
Prestress      :       1.087  1.80      1.957  2.20      2.392
Self Wt.       :      -0.397  1.85     -0.734  2.40     -0.952
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          :       0.691            1.224            1.441
 

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
   621.4    43.0  4.272  263.8    3.5   2.99   3902.4  0.041T 1.00       -       -     -     -  
H/2     :   2.22
   591.3    43.0  4.107  264.1    3.4   2.87   3757.5  0.042T 1.00       -       -     -     -  
0.1L    :   8.47
  2089.0    44.2  5.833  261.9    4.8   4.05   5375.1  0.029T 1.00       -       -     -     -  
0.2L    :  17.60
  3832.8    46.0  6.510  261.3    5.3   4.51   6208.2  0.026T 1.00    582.5   582.5   10.66    -  
0.3L    :  26.73
  5048.2    47.8  6.510  261.6    5.3   4.51   6470.9  0.026T 1.00    399.1   399.1   16.22    -  
0.4L    :  35.87
  5774.5    49.6  6.510  261.9    5.3   4.52   6733.5  0.026T 1.00    302.5   302.5   22.26    -  
0.5L    :  45.00
  5989.5    49.6  6.510  261.9    5.3   4.52   6733.5  0.026T 1.00    261.9   261.9   25.71    -  
0.6L    :  54.13
  5774.5    49.6  6.510  261.9    5.3   4.52   6733.5  0.026T 1.00    302.5   302.5   22.26    -  
0.7L    :  63.27
  5048.2    47.8  6.510  261.6    5.3   4.51   6470.9  0.026T 1.00    399.1   399.1   16.22    -  
0.8L    :  72.40
  3832.8    46.0  6.510  261.3    5.3   4.51   6208.2  0.026T 1.00    582.5   582.5   10.66    -  
0.9L    :  81.53
  2089.0    44.2  5.833  261.9    4.8   4.05   5375.1  0.029T 1.00       -       -     -     -  
H/2     :  87.78
   591.3    43.0  4.107  264.1    3.4   2.87   3757.5  0.042T 1.00       -       -     -     -  
Transfer:  87.67
   621.4    43.0  4.272  263.8    3.5   2.99   3902.4  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 : 4; Groups 1-15; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.062
        M   2.00 Fb     0.163
 
  2   2 E  42.00 Ft     0.396
        M   6.00 Fb     0.103
 
  3   2 E  40.00 Ft     0.707
        M   4.00 Fb     0.062
 
  4   2 E  38.00 Ft     0.995
        M   2.00 Fb     0.040
 
  5   2 E   6.00 Ft     0.948
        M   6.00 Fb     0.293
 
  6   2 E   6.00 Ft     0.901
        M   6.00 Fb     0.545
 
  7   2 E   6.00 Ft     0.854
        M   6.00 Fb     0.798
 
  8   2 E   4.00 Ft     0.784
        M   4.00 Fb     1.070
 
  9   2 E   4.00 Ft     0.713
        M   4.00 Fb     1.342
 
 10   2 E   4.00 Ft     0.643
        M   4.00 Fb     1.613
 
 11   2 E   2.00 Ft     0.550
        M   2.00 Fb     1.904
 
 12   2 E   2.00 Ft     0.457
        M   2.00 Fb     2.195
 
 13   2 E   2.00 Ft     0.364
        M   2.00 Fb     2.485
 
 14   2 E   2.00 Ft     0.270
        M   2.00 Fb     2.776
 
 15   2 E   2.00 Ft     0.177
        M   2.00 Fb     3.066
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 91.33            Release Length, ft: 91.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  30
No. of strands, Draped:   6           No. of strands, Straight:  24
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  7.61 %               Final losses: 12.78 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.069   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.132   0.4L/0.6L
      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)                  6733.55     5989.52     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   0.171     Midspan
    Pre.Top:   4.200  -0.000     Bearing    3.150   2.078     Midspan
    Pre.Bot:   4.200  -0.000     Bearing    3.150   2.520    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   1.313     Midspan
    Pre.Bot:                                                             2.800   1.147    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.099  1.80      5.578  2.20      6.817
Self Wt.       :      -1.231  1.85     -2.278  2.40     -2.956
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          :       1.867            3.300            3.862
 
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   90.00
     DC  Line       0.076      0.00       0.076   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.330 ft
Release length = 91.330 ft
Design  length = 90.000 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)  : 0.720   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.938   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.033   (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     8.47    17.60    26.73    35.87    45.00
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    698.8    723.3    722.1    723.3    723.3    723.3    723.3    723.3
  Yb      ,  in    20.64    20.28    20.30    20.23    20.15    20.07    19.99    19.99
  MI(Ixx) , in4   179673   182316   182178   183128   184500   186068   187831   187831
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1340.7   1363.8   1362.6   1363.8   1363.8   1363.8   1363.8   1363.8
  Yb      ,  in    34.37    33.96    33.98    33.93    33.89    33.85    33.81    33.81
  MI(Ixx) , in4   457442   470822   470143   472566   475321   478263   481394   481394

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:  30 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 36.53 ft from member end )
END PATTERN (Ycg = 10.80 in):
    12 @  2.000 in     6 @  4.000 in     6 @  6.000 in     2 @ 38.000 in
     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.60 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  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     =    6.51 in2      Initial Pull          =     1276.1 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.706 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.632 ft
Holddown Force        =  20.888 kips     Beam Shrtng (PL/AE)   =      0.397 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)       
--------------------------------------------------------------------------------------
      2741.376         740 2028.618     16.251 65814.820   901.108     578.113        
 
 
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      8.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.1667     20.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.1667     27.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      27.6667     63.6634    Yes
      2      US#5[M16]       60.00        0.62      15.00      63.6634     71.1634    Yes
      2      US#5[M16]       60.00        0.62      12.00      71.1634     83.1634    Yes
      2      US#5[M16]       60.00        0.62       9.00      83.1634     86.1634    Yes
      2      US#5[M16]       60.00        0.62       8.00      86.1634     86.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      86.8301     88.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      88.8301     89.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      89.5801     90.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      90.7467     91.2051     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 91.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.5100 in2       Ycg =  3.60 in
         P_init    =     1276.1 kips  Ecc = 17.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.91 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.552 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.43 ksi    0.00 ksi
    due to Composite Loads                                 -1.95 ksi    0.00 ksi
    due to Live Loads                                      -6.51 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                        13.18 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.91 ksi  ( 7.61 %)            10.27 ksi ( 5.24 %)
Total Prestress Losses                                    25.18 ksi (12.85 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    73.8    70.2   248.8   459.1   609.4   699.6   729.6
(Max)       V      32.4    30.7    30.8    26.3    19.7    13.2     6.6     0.0
DL-Prec.  : M       0.0    11.4    10.8    38.4    70.8    94.0   107.9   112.6
DC(Max)     V       5.0     4.7     4.8     4.1     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    82.4    78.4   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    34.4    29.4    22.1    14.7     7.4     0.0
Diaphragm : M       0.0     0.3     0.3     1.1     2.2     3.3     4.5     5.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.3    28.8   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.7    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    15.9    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     7.0     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   206.9   196.9   693.4  1265.2  1654.3  1885.3  1944.3
            V     118.4   114.1   114.3   102.9    87.0    71.1    49.3    33.3
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   118.4   114.1   114.3   102.9    87.9    73.6    59.8    46.6
            M       0.0   212.8   202.6   693.4  1198.5  1523.1  1661.3  1625.5
Total     : M+      0.0   421.7   401.2  1417.9  2602.8  3430.2  3924.5  4072.0
            V     212.8   203.7   204.1   179.6   144.5   109.5    68.5    33.5
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   212.8   203.7   204.1   179.6   145.5   112.0    79.1    46.8
            M       0.0   427.6   407.0  1417.9  2536.1  3299.0  3700.5  3753.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.78   87.67   90.00
Self wt.  : M     699.6   609.4   459.1   248.8    70.2    73.8     0.0
(Max)       V       6.6    13.2    19.7    26.3    30.8    30.7    32.4
DL-Prec.  : M     107.9    94.0    70.8    38.4    10.8    11.4     0.0
DC(Max)     V       1.0     2.0     3.0     4.1     4.8     4.7     5.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     781.3   680.6   512.8   277.8    78.4    82.4     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    34.4    34.3    36.2
Diaphragm : M       4.5     3.3     2.2     1.1     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     287.4   250.3   188.6   102.2    28.8    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.7    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    15.9    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.4
LL + I    : M+   1885.3  1654.3  1265.2   693.4   196.9   206.9     0.0
            V      49.3    71.1    87.0   102.9   114.3   114.1   118.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.8    73.6    87.9   102.9   114.3   114.1   118.4
            M    1661.3  1523.1  1198.5   693.4   202.6   212.8    -0.0
Total     : M+   3924.5  3430.2  2602.8  1417.9   401.2   421.7     0.0
            V      68.5   109.5   144.5   179.6   204.1   203.7   212.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    79.1   112.0   145.5   179.6   204.1   203.7   212.8
            M    3700.5  3299.0  2536.1  1417.9   407.0   427.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               32.4             32.4
Deck+Haunch            36.2             36.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.0              5.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           36.8             36.8
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    73.8    70.2   248.8   459.1   609.4   699.6   729.6
(Max)       V      32.4    30.7    30.8    26.3    19.7    13.2     6.6     0.0
DL-Prec.  : M       0.0    11.4    10.8    38.4    70.8    94.0   107.9   112.6
DC(Max)     V       5.0     4.7     4.8     4.1     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    82.4    78.4   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    34.4    29.4    22.1    14.7     7.4     0.0
Diaphragm : M       0.0     0.3     0.3     1.1     2.2     3.3     4.5     5.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.3    28.8   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.7    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    15.9    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     7.0     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   165.5   157.5   554.7  1012.1  1323.5  1508.2  1555.4
            V      94.7    91.3    91.5    82.3    69.6    56.8    39.4    26.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    94.7    91.3    91.5    82.3    70.3    58.8    47.8    37.3
            M       0.0   170.2   162.1   554.7   958.8  1218.5  1329.0  1300.4
Total     : M+      0.0   380.3   361.9  1279.3  2349.8  3099.3  3547.4  3683.2
            V     189.2   180.9   181.3   159.0   127.1    95.3    58.7    26.8
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   189.2   180.9   181.3   159.0   127.9    97.3    67.1    37.4
            M       0.0   385.1   366.5  1279.3  2296.4  2994.3  3368.2  3428.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.78   87.67   90.00
Self wt.  : M     699.6   609.4   459.1   248.8    70.2    73.8     0.0
(Max)       V       6.6    13.2    19.7    26.3    30.8    30.7    32.4
DL-Prec.  : M     107.9    94.0    70.8    38.4    10.8    11.4     0.0
DC(Max)     V       1.0     2.0     3.0     4.1     4.8     4.7     5.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     781.3   680.6   512.8   277.8    78.4    82.4     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    34.4    34.3    36.2
Diaphragm : M       4.5     3.3     2.2     1.1     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     287.4   250.3   188.6   102.2    28.8    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.7    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    15.9    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.4
LL + I    : M+   1508.2  1323.5  1012.1   554.7   157.5   165.5     0.0
            V      39.4    56.8    69.6    82.3    91.5    91.3    94.7
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    47.8    58.8    70.3    82.3    91.5    91.3    94.7
            M    1329.0  1218.5   958.8   554.7   162.1   170.2    -0.0
Total     : M+   3547.4  3099.3  2349.8  1279.3   361.9   380.3     0.0
            V      58.7    95.3   127.1   159.0   181.3   180.9   189.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    67.1    97.3   127.9   159.0   181.3   180.9   189.2
            M    3368.2  2994.3  2296.4  1279.3   366.5   385.1    -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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    92.2    87.7   311.0   573.9   761.8   874.5   912.0
(Max)       V      40.5    38.4    38.5    32.9    24.7    16.5     8.2     0.0
Self wt.  : M       0.0    66.4    63.2   223.9   413.2   548.5   629.6   656.7
(Min)       V      29.2    27.7    27.7    23.7    17.8    11.8     5.9     0.0
DL-Prec.  : M       0.0    14.2    13.5    48.0    88.5   117.5   134.9   140.7
DC(Max)     V       6.3     5.9     5.9     5.1     3.8     2.5     1.3     0.0
DL-Prec.  : M       0.0    10.2     9.7    34.5    63.7    84.6    97.1   101.3
DC(Min)     V       4.5     4.3     4.3     3.7     2.7     1.8     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   103.0    98.0   347.3   641.0   850.8   976.6  1018.6
Haunch (Max)V      45.3    42.9    43.0    36.8    27.6    18.4     9.2     0.0
Deck +    : M       0.0    74.1    70.5   250.0   461.5   612.6   703.2   733.4
Haunch (Min)V      32.6    30.9    31.0    26.5    19.8    13.2     6.6     0.0
Diaphragm : M       0.0     0.4     0.3     1.3     2.8     4.2     5.6     7.0
(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     1.0     2.0     3.0     4.0     5.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.9    36.0   127.7   235.7   312.9   359.2   374.6
DC(Max)     V      16.7    15.8    15.8    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    27.3    25.9    92.0   169.7   225.3   258.6   269.7
DC(Min)     V      12.0    11.4    11.4     9.7     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    25.1    23.9    84.6   156.1   207.2   237.8   248.1
DW(Max)     V      11.0    10.5    10.5     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    10.9    10.3    36.7    67.6    89.8   103.1   107.5
DW(Min)     V       4.8     4.5     4.5     3.9     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   362.0   344.5  1213.4  2214.0  2895.0  3299.2  3402.5
            V     207.2   199.7   200.1   180.1   152.2   124.4    86.2    58.3
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   207.2   199.7   200.1   180.1   153.8   128.7   104.7    81.6
            M       0.0   372.4   354.6  1213.4  2097.3  2665.5  2907.2  2844.6
Total     : M+      0.0   634.7   603.9  2133.2  3912.1  5149.4  5887.9  6103.5
            V     327.1   313.4   314.1   277.5   225.3   173.1   110.7    58.5
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   327.1   313.4   314.1   277.5   226.9   177.5   129.1    81.8
            M       0.0   645.1   614.0  2133.2  3795.4  4919.8  5495.9  5545.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.78   87.67   90.00
Self wt.  : M     874.5   761.8   573.9   311.0    87.7    92.2     0.0
(Max)       V       8.2    16.5    24.7    32.9    38.5    38.4    40.5
Self wt.  : M     629.6   548.5   413.2   223.9    63.2    66.4     0.0
(Min)       V       5.9    11.8    17.8    23.7    27.7    27.7    29.2
DL-Prec.  : M     134.9   117.5    88.5    48.0    13.5    14.2     0.0
DC(Max)     V       1.3     2.5     3.8     5.1     5.9     5.9     6.3
DL-Prec.  : M      97.1    84.6    63.7    34.5     9.7    10.2     0.0
DC(Min)     V       0.9     1.8     2.7     3.7     4.3     4.3     4.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     976.6   850.8   641.0   347.3    98.0   103.0     0.0
Haunch (Max)V       9.2    18.4    27.6    36.8    43.0    42.9    45.3
Deck +    : M     703.2   612.6   461.5   250.0    70.5    74.1     0.0
Haunch (Min)V       6.6    13.2    19.8    26.5    31.0    30.9    32.6
Diaphragm : M       5.6     4.2     2.8     1.3     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.0     3.0     2.0     1.0     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     359.2   312.9   235.7   127.7    36.0    37.9     0.0
DC(Max)     V       3.4     6.8    10.1    13.5    15.8    15.8    16.7
DL-Comp   : M     258.6   225.3   169.7    92.0    25.9    27.3     0.0
DC(Min)     V       2.4     4.9     7.3     9.7    11.4    11.4    12.0
DL-Comp   : M     237.8   207.2   156.1    84.6    23.9    25.1     0.0
DW(Max)     V       2.2     4.5     6.7     9.0    10.5    10.5    11.0
DL-Comp   : M     103.1    89.8    67.6    36.6    10.3    10.9     0.0
DW(Min)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.8
LL + I    : M+   3299.2  2895.0  2214.0  1213.4   344.5   362.0     0.0
            V      86.2   124.4   152.2   180.1   200.1   199.7   207.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   104.7   128.7   153.8   180.1   200.1   199.7   207.2
            M    2907.2  2665.5  2097.3  1213.4   354.6   372.4    -0.0
Total     : M+   5887.9  5149.4  3912.1  2133.2   603.9   634.7     0.0
            V     110.7   173.1   225.3   277.5   314.1   313.4   327.1
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   129.1   177.5   226.9   277.5   314.1   313.4   327.1
            M    5495.9  4919.8  3795.4  2133.2   614.0   645.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               40.5             40.5
Deck+Haunch            45.3             45.3
Diaphragm               0.2              0.2
DL-Prec.(DC)            6.3              6.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           55.1             55.1
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    73.8    70.2   248.8   459.1   609.4   699.6   729.6
(Max)       V      32.4    30.7    30.8    26.3    19.7    13.2     6.6     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    11.4    10.8    38.4    70.8    94.0   107.9   112.6
DC(Max)     V       5.0     4.7     4.8     4.1     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    82.4    78.4   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    34.4    29.4    22.1    14.7     7.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.1     2.2     3.3     4.5     5.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    30.3    28.8   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.7    10.8     8.1     5.4     2.7     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    16.7    15.9    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     7.0     6.0     4.5     3.0     1.5     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   207.0   197.0   684.7  1219.2  1586.9  1772.0  1745.3
            V     119.4   115.2   115.4   104.4    89.4    68.6    53.6    38.6
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   119.4   115.2   115.4   104.4    89.4    74.5    59.5    44.5
            M       0.0   207.0   197.0   684.7  1219.2  1541.9  1652.9  1552.1
Total     : M+      0.0   421.8   401.4  1409.3  2556.8  3362.8  3811.2  3873.1
            V     213.8   204.8   205.2   181.1   147.0   107.0    72.9    38.7
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   213.8   204.8   205.2   181.1   147.0   112.9    78.8    44.7
            M       0.0   421.8   401.4  1409.3  2556.8  3317.8  3692.1  3679.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.78   87.67   90.00
Self wt.  : M     699.6   609.4   459.1   248.8    70.2    73.8     0.0
(Max)       V       6.6    13.2    19.7    26.3    30.8    30.7    32.4
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     107.9    94.0    70.8    38.4    10.8    11.4     0.0
DC(Max)     V       1.0     2.0     3.0     4.1     4.8     4.7     5.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     781.3   680.6   512.8   277.8    78.4    82.4     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    34.4    34.3    36.2
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       4.5     3.3     2.2     1.1     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     287.4   250.3   188.6   102.2    28.8    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.7    12.6    13.3
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     158.6   138.1   104.1    56.4    15.9    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.4
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+   1772.0  1586.9  1219.2   684.7   197.0   207.0     0.0
            V      53.6    68.6    89.4   104.4   115.4   115.2   119.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.5    74.5    89.4   104.4   115.4   115.2   119.4
            M    1652.9  1541.9  1219.2   684.7   197.0   207.0     0.0
Total     : M+   3811.2  3362.8  2556.8  1409.3   401.4   421.8     0.0
            V      72.9   107.0   147.0   181.1   205.2   204.8   213.8
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    78.8   112.9   147.0   181.1   205.2   204.8   213.8
            M    3692.1  3317.8  2556.8  1409.3   401.4   421.8     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    9.13   18.27   27.40   36.53   45.67
 
Beam-Self
Precast-top    0.155   0.439   0.777   1.015   1.152   1.200 
Bottom        -0.127  -0.359  -0.630  -0.817  -0.921  -0.960 
 
Prestress
Precast-top    0.022  -0.174  -0.462  -0.744  -1.021  -1.021 
Bottom         3.194   3.347   3.569   3.784   3.991   3.991 
 
Total
Precast-top    0.177   0.265   0.316   0.271   0.132   0.180 
Bottom         3.067   2.988   2.939   2.967   3.069   3.031 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.32 %)
             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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.018   0.065   0.119   0.157   0.180   0.187 
Precast-top    0.020   0.305   0.294   0.811   1.366   1.687   1.775   1.891 
Bottom         0.639   2.536   2.444   2.048   1.509   1.192   1.088   0.983 
 

 
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    9.13   18.27   27.40   36.53   45.67
 
Beam-Self
Precast-top    0.155   0.439   0.777   1.015   1.152   1.200 
Bottom        -0.127  -0.359  -0.630  -0.817  -0.921  -0.960 
 
Prestress
Precast-top    0.022  -0.174  -0.462  -0.744  -1.021  -1.021 
Bottom         3.194   3.347   3.569   3.784   3.991   3.991 
 
Total
Precast-top    0.177   0.265   0.316   0.271   0.132   0.180 
Bottom         3.067   2.988   2.939   2.967   3.069   3.031 
 
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 = 12.32 %)
             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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    8.47   17.60   26.73   35.87   45.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.094   0.090   0.312   0.555   0.721   0.804   0.797 
Precast-top    0.010   0.211   0.202   0.598   1.025   1.287   1.382   1.432 
Bottom         0.319   1.089   1.051   0.434  -0.288  -0.752  -0.949  -0.979 
 

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
    327.1    6.5   49.7    0.761   4.1   6.00e-3 50.0    336.0     1.622    3.017      0.00
      0.0    0.8   49.4     41.9 0.160      23.4 0.87    12.00     0.109    1.556 
Transfer:   3.00
    313.4    6.5   49.7    3.432  18.3  -0.02e-3 28.9    203.0     0.467    1.760      0.00
    645.1    3.4   48.0    189.0 0.151     127.0 4.86    12.00     0.109    1.622 
Critical:   4.66
    303.6    6.5   49.7    3.773  18.3  -0.04e-3 28.9    190.2     0.438    0.930      0.00
   1049.3    3.7   47.9    189.0 0.146     128.8 4.95    12.00     0.109    1.634 
0.1L    :   9.13
    277.5    6.5   49.7    4.683  18.3  -0.02e-3 28.9    163.9     0.382    0.620      0.00
   2133.2    4.6   47.4    189.0 0.134     126.1 4.89    12.00     0.109    1.332 
0.2L    :  18.27
    226.9    6.5   46.0    6.510  18.3   0.14e-3 29.5    130.8     0.340    0.620      0.00
   3795.4    5.1   43.5    189.0 0.118     103.0 4.35    24.00     0.109    1.427 
0.3L    :  27.40
    177.5    6.5   47.8    6.510  18.3   1.25e-3 33.4    117.9     0.343    0.496      0.00
   4919.8    5.1   45.3    189.0 0.087      61.0 2.48    24.00     0.109    1.266 
0.4L    :  36.53
    129.1    6.5   49.6    6.510   0.0   1.61e-3 34.6     87.9     0.258    0.413      0.00
   5495.9    5.1   47.1    189.0 0.067      55.6 2.17    24.00     0.109    1.369 
0.5L    :  45.67
     81.8    6.5   49.6    6.510   0.0   1.43e-3 34.0     31.5     0.109    0.413      0.00
   5545.6    5.1   47.1    189.0 0.042      59.4 2.32    24.00     0.109    2.242 
0.6L    :  54.80
    129.1    6.5   49.6    6.510   0.0   1.61e-3 34.6     87.9     0.258    0.413      0.00
   5495.9    5.1   47.1    189.0 0.067      55.6 2.17    24.00     0.109    1.369 
0.7L    :  63.93
    177.5    6.5   47.8    6.510  18.3   1.25e-3 33.4    117.9     0.343    0.496      0.00
   4919.8    5.1   45.3    189.0 0.087      61.0 2.48    24.00     0.109    1.266 
0.8L    :  73.06
    226.9    6.5   46.0    6.510  18.3   0.14e-3 29.5    130.8     0.340    0.620      0.00
   3795.4    5.1   43.5    189.0 0.118     103.0 4.35    24.00     0.109    1.427 
0.9L    :  82.20
    277.5    6.5   49.7    4.683  18.3  -0.02e-3 28.9    163.9     0.382    0.620      0.00
   2133.2    4.6   47.4    189.0 0.134     126.1 4.89    12.00     0.109    1.332 
Critical:  86.67
    303.6    6.5   49.7    3.773  18.3  -0.04e-3 28.9    190.2     0.438    0.930      0.00
   1049.3    3.7   47.9    189.0 0.146     128.8 4.95    12.00     0.109    1.634 
Transfer:  88.33
    313.4    6.5   49.7    3.432  18.3  -0.02e-3 28.9    203.0     0.467    1.760      0.00
    645.1    3.4   48.0    189.0 0.151     127.0 4.86    12.00     0.109    1.622 
Bearing :  90.67
    327.1    6.5   49.7    0.761   4.1   6.00e-3 50.0    336.0     1.622    3.017      0.00
      0.0    0.8   49.4     41.9 0.160      23.4 0.87    12.00     0.109    1.556 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1276.09
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    2.55
 
 
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
    327.1      7.36     49.75    0.77       49.37    24.00      0.300      1.704      0.000      3.017 
Transfer:      2.33
    313.4      7.25     49.75    3.40       48.05    24.00      0.300      1.666      0.000      1.760 
Critical:      3.99
    303.7      7.05     49.75    3.73       47.88    24.00      0.300      1.599      0.000      0.930 
0.1L    :      8.47
    277.5      6.50     49.75    4.60       47.45    24.00      0.300      1.416      0.000      0.620 
0.2L    :     17.60
    226.9      5.80     46.05    5.11       43.50    24.00      0.300      1.182      0.000      0.620 
0.3L    :     26.73
    177.5      4.35     47.85    5.12       45.29    24.00      0.300      0.701      0.000      0.496 
0.4L    :     35.87
    129.1      3.05     49.65    5.12       47.09    24.00      0.300      0.266      0.000      0.413 
0.5L    :     45.00
     81.8      1.93     49.65    5.12       47.09    24.00      0.300      0.000      0.000      0.413 
0.6L    :     54.13
    129.1      3.05     49.65    5.12       47.09    24.00      0.300      0.266      0.000      0.413 
0.7L    :     63.27
    177.5      4.35     47.85    5.12       45.29    24.00      0.300      0.701      0.000      0.496 
0.8L    :     72.40
    226.9      5.80     46.05    5.11       43.50    24.00      0.300      1.182      0.000      0.620 
0.9L    :     81.53
    277.5      6.50     49.75    4.60       47.45    24.00      0.300      1.416      0.000      0.620 
Critical:     86.01
    303.7      7.05     49.75    3.73       47.88    24.00      0.300      1.599      0.000      0.930 
Transfer:     87.67
    313.4      7.25     49.75    3.40       48.05    24.00      0.300      1.666      0.000      1.760 
Bearing :     90.00
    327.1      7.36     49.75    0.77       49.37    24.00      0.300      1.704      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 = 8.47 ft
Prestress      :       1.087  1.80      1.957  2.20      2.392
Self Wt.       :      -0.397  1.85     -0.734  2.40     -0.952
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          :       0.691            1.224            1.441
 
At 0.2 x L = 17.60 ft
Prestress      :       1.961  1.80      3.530  2.20      4.315
Self Wt.       :      -0.745  1.85     -1.378  2.40     -1.787
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          :       1.217            2.153            2.528
 
At 0.3 x L = 26.73 ft
Prestress      :       2.593  1.80      4.668  2.20      5.706
Self Wt.       :      -1.011  1.85     -1.870  2.40     -2.426
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          :       1.583            2.798            3.280
 
At 0.4 x L = 35.87 ft
Prestress      :       2.962  1.80      5.331  2.20      6.516
Self Wt.       :      -1.173  1.85     -2.170  2.40     -2.815
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          :       1.789            3.161            3.701
 
At 0.5 x L = 45.00 ft
Prestress      :       3.099  1.80      5.578  2.20      6.817
Self Wt.       :      -1.231  1.85     -2.278  2.40     -2.956
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          :       1.867            3.300            3.862
 
At 0.6 x L = 54.13 ft
Prestress      :       2.962  1.80      5.331  2.20      6.516
Self Wt.       :      -1.173  1.85     -2.170  2.40     -2.815
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          :       1.789            3.161            3.701
 
At 0.7 x L = 63.27 ft
Prestress      :       2.593  1.80      4.668  2.20      5.706
Self Wt.       :      -1.011  1.85     -1.870  2.40     -2.426
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          :       1.583            2.798            3.280
 
At 0.8 x L = 72.40 ft
Prestress      :       1.961  1.80      3.530  2.20      4.315
Self Wt.       :      -0.745  1.85     -1.378  2.40     -1.787
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          :       1.217            2.153            2.528
 
At 0.9 x L = 81.53 ft
Prestress      :       1.087  1.80      1.957  2.20      2.392
Self Wt.       :      -0.397  1.85     -0.734  2.40     -0.952
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          :       0.691            1.224            1.441
 

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
   634.7    43.0  4.290  263.0    4.0   3.40   3886.2  0.035T 1.00       -       -     -     -  
H/2     :   2.22
   603.9    43.0  4.124  263.2    3.9   3.27   3743.1  0.037T 1.00       -       -     -     -  
0.1L    :   8.47
  2133.2    44.2  5.854  260.7    5.4   4.60   5335.7  0.025T 1.00       -       -     -     -  
0.2L    :  17.60
  3912.1    46.0  6.510  260.1    6.0   5.11   6138.2  0.023T 1.00    631.8   631.8    9.72    -  
0.3L    :  26.73
  5149.4    47.8  6.510  260.5    6.0   5.12   6400.5  0.023T 1.00    469.1   469.1   13.64    -  
0.4L    :  35.87
  5887.9    49.6  6.510  260.8    6.0   5.12   6663.0  0.023T 1.00    384.1   384.1   17.34    -  
0.5L    :  45.00
  6103.5    49.6  6.510  260.8    6.0   5.12   6663.0  0.023T 1.00    348.4   348.4   19.13    -  
0.6L    :  54.13
  5887.9    49.6  6.510  260.8    6.0   5.12   6663.0  0.023T 1.00    384.1   384.1   17.34    -  
0.7L    :  63.27
  5149.4    47.8  6.510  260.5    6.0   5.12   6400.5  0.023T 1.00    469.1   469.1   13.64    -  
0.8L    :  72.40
  3912.1    46.0  6.510  260.1    6.0   5.11   6138.2  0.023T 1.00    631.8   631.8    9.72    -  
0.9L    :  81.53
  2133.2    44.2  5.854  260.7    5.4   4.60   5335.7  0.025T 1.00       -       -     -     -  
H/2     :  87.78
   603.9    43.0  4.124  263.2    3.9   3.27   3743.1  0.037T 1.00       -       -     -     -  
Transfer:  87.67
   634.7    43.0  4.290  263.0    4.0   3.40   3886.2  0.035T 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 1-15; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.062
        M   2.00 Fb     0.163
 
  2   2 E  42.00 Ft     0.396
        M   6.00 Fb     0.103
 
  3   2 E  40.00 Ft     0.707
        M   4.00 Fb     0.062
 
  4   2 E  38.00 Ft     0.995
        M   2.00 Fb     0.040
 
  5   2 E   6.00 Ft     0.948
        M   6.00 Fb     0.293
 
  6   2 E   6.00 Ft     0.901
        M   6.00 Fb     0.545
 
  7   2 E   6.00 Ft     0.854
        M   6.00 Fb     0.798
 
  8   2 E   4.00 Ft     0.784
        M   4.00 Fb     1.070
 
  9   2 E   4.00 Ft     0.713
        M   4.00 Fb     1.342
 
 10   2 E   4.00 Ft     0.643
        M   4.00 Fb     1.613
 
 11   2 E   2.00 Ft     0.550
        M   2.00 Fb     1.904
 
 12   2 E   2.00 Ft     0.457
        M   2.00 Fb     2.195
 
 13   2 E   2.00 Ft     0.364
        M   2.00 Fb     2.485
 
 14   2 E   2.00 Ft     0.270
        M   2.00 Fb     2.776
 
 15   2 E   2.00 Ft     0.177
        M   2.00 Fb     3.066
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 91.33            Release Length, ft: 91.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  30
No. of strands, Draped:   6           No. of strands, Straight:  24
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  7.61 %               Final losses: 12.85 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.069   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.132   0.4L/0.6L
      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)                  6662.96     6103.53     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   0.187     Midspan
    Pre.Top:   4.200  -0.000     Bearing    3.150   1.891     Midspan
    Pre.Bot:   4.200  -0.000     Bearing    3.150   2.536    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   1.432     Midspan
    Pre.Bot:                                                             2.800   1.089    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.099  1.80      5.578  2.20      6.817
Self Wt.       :      -1.231  1.85     -2.278  2.40     -2.956
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          :       1.867            3.300            3.862
 
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

