 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTE135 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 135 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) Two steel diaphragms of 0.5 kips 
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) The hold down points are at 0.35*Lp (Lpis the beam overall length)
                     (9) The beam lifting and supporting points are both assumed are 10 feet and 12 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 7 ksi and 8 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_5b80.tmp\BTE135-0_35\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       44.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.834
Number of spans         =            1
Number of lanes         =            3
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       34.000
Bridge c/s,MI(Ixx), in4 =   4838789.50
 
SPAN DATA
---------
Precast length    , ft =    136.330
Bearing-to-bearing, ft =    135.000
Release span      , ft =    136.330
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTE    3.500    807.4   422790.0  63.00  28.75  34.00   8.125
 2               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 3               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 4               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 5               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   8.125
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      8.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5362.700        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      7.000 
Eci ,ksi      =   5131.520
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.35L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: YES
------------------------------------------------
Left Barrier Weight, klf                 0.650
Right Barrier Weight, klf                0.650
Left Curb Weight, klf                    0.000
Right Curb Weight, klf                   0.000
Left Sidewalk, klf                       0.000
Right Sidewalk, klf                      0.000
Future Wearing Surface, ksf              0.020
Sacrificial Wearing Surface, in          0.750
Stay in Place Deck Forms, klf            0.000
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.035    0.00       0.035  135.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052  135.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076  135.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  135.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087  135.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  135.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087  135.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  135.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087  135.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  135.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076  135.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   47.500
   1    1        0.250   87.500
   1    2        0.500   47.500
   1    2        0.500   87.500
   1    3        0.500   47.500
   1    3        0.500   87.500
   1    4        0.500   47.500
   1    4        0.500   87.500
   1    5        0.250   47.500
   1    5        0.250   87.500
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740  135.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  135.00   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   0.043*     0.045 NG     
 
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              7.00 ksi 
  Elasticity          5131.5 ksi 
  Max comp              4.55 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.63 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      8.00 ksi    4.00 ksi 
  Elasticity 5362.70 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.80 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.60 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    3.20 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.54 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    7.00        8.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    7.00        8.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    7.00        8.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    7.00        8.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    7.00        8.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 48 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 47.72 ft from member end )
 
END PATTERN (Ycg = 13.17 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 4 @  8.000 in 
  2 @ 54.000 in  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in 
 
MID PATTERN (Ycg = 4.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 4 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  22.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.4167  41.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  41.1670  95.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  95.1631 113.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 113.9134 124.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 124.9134 129.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 129.4134 129.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 129.9550 134.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 134.9550 135.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 135.2050 135.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 135.4550 135.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 135.7050 135.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 135.9550 136.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 136.2050 136.3300 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 136.3300       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:
 48 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 47.72 ft from member end )
 
END PATTERN (Ycg = 13.17 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 4 @  8.000 in 
  2 @ 54.000 in  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in 
 
MID PATTERN (Ycg = 4.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 4 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  22.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.4167  41.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  41.1670  95.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  95.1631 113.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 113.9134 124.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 124.9134 129.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 129.4134 129.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 129.9550 134.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 134.9550 135.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 135.2050 135.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 135.4550 135.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 135.7050 135.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 135.9550 136.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 136.2050 136.3300 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 136.3300       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:
 48 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 47.72 ft from member end )
 
END PATTERN (Ycg = 13.17 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 4 @  8.000 in 
  2 @ 54.000 in  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in 
 
MID PATTERN (Ycg = 4.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 4 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  22.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.4167  41.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  41.1670  95.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  95.1631 113.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 113.9134 124.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 124.9134 129.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 129.4134 129.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 129.9550 134.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 134.9550 135.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 135.2050 135.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 135.4550 135.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 135.7050 135.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 135.9550 136.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 136.2050 136.3300 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 136.3300       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:
 48 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 47.72 ft from member end )
 
END PATTERN (Ycg = 13.17 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 4 @  8.000 in 
  2 @ 54.000 in  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in 
 
MID PATTERN (Ycg = 4.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 4 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  22.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.4167  41.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  41.1670  95.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  95.1631 113.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 113.9134 124.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 124.9134 129.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 129.4134 129.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 129.9550 134.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 134.9550 135.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 135.2050 135.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 135.4550 135.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 135.7050 135.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 135.9550 136.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 136.2050 136.3300 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 136.3300       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:
 48 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 47.72 ft from member end )
 
END PATTERN (Ycg = 13.17 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 4 @  8.000 in 
  2 @ 54.000 in  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in 
 
MID PATTERN (Ycg = 4.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 4 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  22.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.4167  41.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  41.1670  95.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  95.1631 113.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 113.9134 124.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 124.9134 129.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 129.4134 129.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 129.9550 134.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 134.9550 135.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 135.2050 135.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 135.4550 135.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 135.7050 135.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 135.9550 136.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 136.2050 136.3300 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 136.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Manual input)
 
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  135.00
     DC  Line       0.052      0.00       0.052  135.00
     DC  Line       0.076      0.00       0.076  135.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    47.50 
      0.25    87.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 136.330 ft
Release length = 136.330 ft
Design  length = 135.000 ft
 
Kern points:
------------
Upper    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.695   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.913   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.005   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 1
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1422.1 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           944222 in4#
Ht. of c.g.           =        28.75 in             45.41 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1645.9 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7955

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    12.97    26.60    40.23    53.87    67.50
 
Precast: (At Release, using Ec =  5131.5 ksi )
  Area    , in2    817.9    854.8    854.8    854.8    854.8    854.8    854.8    854.8
  Yb      ,  in    28.55    27.86    27.85    27.75    27.61    27.47    27.40    27.40
  MI(Ixx) , in4   425350   434444   434611   437402   441684   446515   449136   449136
Composite: (At Final, using Ec =  5362.7 ksi )
  Area    , in2   1432.0   1467.0   1467.0   1467.0   1467.0   1467.0   1467.0   1467.0
  Yb      ,  in    45.18    44.40    44.40    44.34    44.27    44.19    44.15    44.15
  MI(Ixx) , in4   954581   991043   991372   996722  1004478  1012769  1017115  1017115

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.00  ksi   
  Elasticity         =     5131.5 ksi   
  Max comp           =       4.55 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.63 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.00 ksi           4.00 ksi
  Elasticity         =    5362.70 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.80 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.60 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           =       3.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.54 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  48 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 47.72 ft from member end )
END PATTERN (Ycg = 13.17 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     4 @  8.000 in
     2 @ 54.000 in     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     4 @  8.000 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     =   10.42 in2      Initial Pull          =     2041.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.586 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.483 ft
Holddown Force        =  30.777 kips     Beam Shrtng (PL/AE)   =      0.761 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)       
---------------------------------------------------------------------------------------
      6546.981         740 4844.766     28.311 114659.461  1753.211     862.960        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     22.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.4167     41.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      41.1670     95.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      95.1631    113.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     113.9134    124.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     124.9134    129.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     129.4134    129.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     129.9550    134.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     134.9550    135.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     135.2050    135.4550     No
      2      US#6[M19]       60.00        0.88       3.00     135.4550    135.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     135.7050    135.9550     No
      2      US#6[M19]       60.00        0.88       3.00     135.9550    136.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     136.2050    136.3300     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 136.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 10.4160 in2       Ycg =  4.50 in
         P_init    =     2041.7 kips  Ecc = 24.25 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5132 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.61 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.171 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.21 ksi    0.00 ksi
    due to Composite Loads                                 -2.60 ksi    0.00 ksi
    due to Live Loads                                      -6.87 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                         7.50 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.80 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.61 ksi  ( 8.98 %)             9.02 ksi ( 4.60 %)
Total Prestress Losses                                    26.63 ksi (13.59 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.4 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   130.3   164.8   665.5  1212.6  1603.4  1837.8  1916.0
(Max)       V      56.8    54.8    54.3    45.9    34.4    22.9    11.5     0.0
DL-Prec.  : M       0.0    25.3    32.0   129.1   235.3   311.1   356.6   371.7
DC(Max)     V      11.0    10.6    10.5     8.9     6.7     4.4     2.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   124.7   157.7   636.8  1160.4  1534.3  1758.7  1833.5
Haunch (Max)V      54.3    52.4    51.9    43.9    32.9    21.9    11.0     0.0
Diaphragm : M       0.0     0.6     0.7     3.2     6.7    10.1    11.9    11.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    45.8    58.0   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.1    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    25.3    32.0   129.2   235.5   311.4   356.9   372.1
DW(Max)     V      11.0    10.6    10.5     8.9     6.7     4.5     2.2     0.0
LL + I    : M+      0.0   242.8   307.1  1234.3  2231.8  2924.2  3334.3  3454.2
            V     133.1   129.9   129.0   115.4    54.3    35.9    52.5    34.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   133.1   129.9   129.1   115.5    98.2    82.0    66.8    52.3
            M      -0.0   239.8   303.0  1192.2  2077.9  2626.0  2861.0  2811.4
Total     : M+      0.0   594.7   752.4  3032.4  5508.9  7258.7  8303.0  8633.7
            V     286.4   278.0   275.7   239.4   147.3    98.0    83.4    34.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   286.4   278.0   275.7   239.5   191.2   144.1    97.7    52.3
            M      -0.0   591.8   748.3  2990.3  5355.0  6960.5  7829.7  7990.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.03  132.66  135.00
Self wt.  : M    1837.8  1603.4  1212.6   665.5   164.8   130.3     0.0
(Max)       V      11.5    22.9    34.4    45.9    54.3    54.8    56.8
DL-Prec.  : M     356.6   311.1   235.3   129.1    32.0    25.3     0.0
DC(Max)     V       2.2     4.4     6.7     8.9    10.5    10.6    11.0
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    1758.7  1534.3  1160.4   636.8   157.7   124.7     0.0
Haunch (Max)V      11.0    21.9    32.9    43.9    51.9    52.4    54.3
Diaphragm : M      11.9    10.1     6.7     3.2     0.7     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     646.8   564.3   426.8   234.2    58.0    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.1    19.3    20.0
DL-Comp   : M     356.9   311.4   235.5   129.2    32.0    25.3     0.0
DW(Max)     V       2.2     4.5     6.7     8.9    10.5    10.6    11.0
LL + I    : M+   3334.3  2924.2  2231.8  1234.3   307.1   242.8     0.0
            V      52.5    35.9    54.3   115.4   129.0   129.9   133.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    66.8    82.0    98.2   115.5   129.1   129.9   133.1
            M    2861.0  2626.0  2077.9  1192.2   303.0   239.8    -0.0
Total     : M+   8303.0  7258.7  5508.9  3032.4   752.4   594.7     0.0
            V      83.4    98.0   147.3   239.4   275.7   278.0   286.4
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    97.7   144.1   191.2   239.5   275.7   278.0   286.4
            M    7829.7  6960.5  5355.0  2990.3   748.3   591.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               56.8             56.8
Deck+Haunch            54.3             54.3
Diaphragm               0.3              0.3
DL-Prec.(DC)           11.0             11.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           99.9             99.9
DL-Comp.(DW)           55.1             55.1
Live                  110.2            110.2
        Truck          67.0             67.0
        Lane           43.2             43.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   130.3   164.8   665.5  1212.6  1603.4  1837.8  1916.0
(Max)       V      56.8    54.8    54.3    45.9    34.4    22.9    11.5     0.0
DL-Prec.  : M       0.0    25.3    32.0   129.1   235.3   311.1   356.6   371.7
DC(Max)     V      11.0    10.6    10.5     8.9     6.7     4.4     2.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   124.7   157.7   636.8  1160.4  1534.3  1758.7  1833.5
Haunch (Max)V      54.3    52.4    51.9    43.9    32.9    21.9    11.0     0.0
Diaphragm : M       0.0     0.6     0.7     3.2     6.7    10.1    11.9    11.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    45.8    58.0   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.1    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    25.3    32.0   129.2   235.5   311.4   356.9   372.1
DW(Max)     V      11.0    10.6    10.5     8.9     6.7     4.5     2.2     0.0
LL + I    : M+      0.0   194.2   245.7   987.4  1785.4  2339.3  2667.4  2763.3
            V     106.5   103.9   103.2    92.4    43.4    28.7    42.0    27.3
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   106.5   103.9   103.2    92.4    78.5    65.6    53.4    41.9
            M      -0.0   191.9   242.4   953.8  1662.3  2100.8  2288.8  2249.1
Total     : M+      0.0   546.2   691.0  2785.5  5062.5  6673.8  7636.1  7942.8
            V     259.8   252.0   249.9   216.3   136.4    90.8    72.9    27.3
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   259.8   252.0   249.9   216.4   171.6   127.7    84.3    41.9
            M      -0.0   543.8   687.7  2751.9  4939.4  6435.3  7257.5  7428.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.03  132.66  135.00
Self wt.  : M    1837.8  1603.4  1212.6   665.5   164.8   130.3     0.0
(Max)       V      11.5    22.9    34.4    45.9    54.3    54.8    56.8
DL-Prec.  : M     356.6   311.1   235.3   129.1    32.0    25.3     0.0
DC(Max)     V       2.2     4.4     6.7     8.9    10.5    10.6    11.0
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    1758.7  1534.3  1160.4   636.8   157.7   124.7     0.0
Haunch (Max)V      11.0    21.9    32.9    43.9    51.9    52.4    54.3
Diaphragm : M      11.9    10.1     6.7     3.2     0.7     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     646.8   564.3   426.8   234.2    58.0    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.1    19.3    20.0
DL-Comp   : M     356.9   311.4   235.5   129.2    32.0    25.3     0.0
DW(Max)     V       2.2     4.5     6.7     8.9    10.5    10.6    11.0
LL + I    : M+   2667.4  2339.3  1785.4   987.4   245.7   194.2     0.0
            V      42.0    28.7    43.4    92.4   103.2   103.9   106.5
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.4    65.6    78.5    92.4   103.2   103.9   106.5
            M    2288.8  2100.8  1662.3   953.8   242.4   191.9    -0.0
Total     : M+   7636.1  6673.8  5062.5  2785.5   691.0   546.2     0.0
            V      72.9    90.8   136.4   216.3   249.9   252.0   259.8
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    84.3   127.7   171.6   216.4   249.9   252.0   259.8
            M    7257.5  6435.3  4939.4  2751.9   687.7   543.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   162.8   206.0   831.8  1515.7  2004.2  2297.3  2395.0
(Max)       V      71.0    68.5    67.8    57.3    43.0    28.7    14.3     0.0
Self wt.  : M       0.0   117.2   148.3   598.9  1091.3  1443.0  1654.1  1724.4
(Min)       V      51.1    49.3    48.8    41.3    31.0    20.6    10.3     0.0
DL-Prec.  : M       0.0    31.6    40.0   161.4   294.1   388.8   445.7   464.7
DC(Max)     V      13.8    13.3    13.2    11.1     8.3     5.6     2.8     0.0
DL-Prec.  : M       0.0    22.7    28.8   116.2   211.7   280.0   320.9   334.6
DC(Min)     V       9.9     9.6     9.5     8.0     6.0     4.0     2.0     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   155.8   197.2   796.0  1450.4  1917.9  2198.4  2291.8
Haunch (Max)V      67.9    65.6    64.9    54.9    41.1    27.4    13.7     0.0
Deck +    : M       0.0   112.2   142.0   573.1  1044.3  1380.9  1582.8  1650.1
Haunch (Min)V      48.9    47.2    46.7    39.5    29.6    19.7     9.9     0.0
Diaphragm : M       0.0     0.7     0.9     4.1     8.3    12.6    14.8    14.8
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
Diaphragm : M       0.0     0.5     0.7     2.9     6.0     9.1    10.7    10.7
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    57.3    72.5   292.8   533.5   705.4   808.5   842.9
DC(Max)     V      25.0    24.1    23.9    20.2    15.1    10.1     5.0     0.0
DL-Comp   : M       0.0    41.3    52.2   210.8   384.1   507.9   582.1   606.9
DC(Min)     V      18.0    17.4    17.2    14.5    10.9     7.3     3.6     0.0
DL-Comp   : M       0.0    37.9    48.0   193.9   353.2   467.1   535.4   558.1
DW(Max)     V      16.5    16.0    15.8    13.4    10.0     6.7     3.3     0.0
DL-Comp   : M       0.0    16.4    20.8    84.0   153.1   202.4   232.0   241.9
DW(Min)     V       7.2     6.9     6.9     5.8     4.3     2.9     1.4     0.0
LL + I    : M+      0.0   424.9   537.5  2160.0  3905.7  5117.3  5835.0  6044.8
            V     232.9   227.3   225.8   202.0    94.9    62.7    91.9    59.7
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   232.9   227.3   225.8   202.2   171.8   143.5   116.8    91.6
            M      -0.0   419.7   530.3  2086.3  3636.3  4595.4  5006.8  4919.9
Total     : M+      0.0   871.1  1102.1  4439.9  8060.9 10613.3 12135.1 12612.2
            V     427.3   415.1   411.7   359.2   212.9   141.5   131.1    59.7
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   427.3   415.1   411.8   359.4   289.7   222.3   156.0    91.6
            M      -0.0   865.9  1094.9  4366.3  7791.5 10091.4 11306.9 11487.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.03  132.66  135.00
Self wt.  : M    2297.3  2004.2  1515.7   831.8   206.0   162.8     0.0
(Max)       V      14.3    28.7    43.0    57.3    67.8    68.5    71.0
Self wt.  : M    1654.1  1443.0  1091.3   598.9   148.3   117.2     0.0
(Min)       V      10.3    20.6    31.0    41.3    48.8    49.3    51.1
DL-Prec.  : M     445.7   388.8   294.1   161.4    40.0    31.6     0.0
DC(Max)     V       2.8     5.6     8.3    11.1    13.2    13.3    13.8
DL-Prec.  : M     320.9   280.0   211.7   116.2    28.8    22.7     0.0
DC(Min)     V       2.0     4.0     6.0     8.0     9.5     9.6     9.9
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    2198.4  1917.9  1450.4   796.0   197.2   155.8     0.0
Haunch (Max)V      13.7    27.4    41.1    54.9    64.9    65.6    67.9
Deck +    : M    1582.8  1380.9  1044.3   573.1   142.0   112.2     0.0
Haunch (Min)V       9.9    19.7    29.6    39.5    46.7    47.2    48.9
Diaphragm : M      14.8    12.6     8.3     4.1     0.9     0.7     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      10.7     9.1     6.0     2.9     0.7     0.5     0.0
(Min)       V       0.0     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     808.5   705.4   533.5   292.8    72.5    57.3     0.0
DC(Max)     V       5.0    10.1    15.1    20.2    23.9    24.1    25.0
DL-Comp   : M     582.1   507.9   384.1   210.8    52.2    41.3     0.0
DC(Min)     V       3.6     7.3    10.9    14.5    17.2    17.4    18.0
DL-Comp   : M     535.4   467.1   353.2   193.9    48.0    37.9     0.0
DW(Max)     V       3.3     6.7    10.0    13.4    15.8    16.0    16.5
DL-Comp   : M     232.0   202.4   153.1    84.0    20.8    16.4     0.0
DW(Min)     V       1.4     2.9     4.3     5.8     6.9     6.9     7.2
LL + I    : M+   5835.0  5117.3  3905.7  2160.0   537.5   424.9     0.0
            V      91.9    62.7    94.9   202.0   225.8   227.3   232.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.8   143.5   171.8   202.2   225.8   227.3   232.9
            M    5006.8  4595.4  3636.3  2086.3   530.3   419.7    -0.0
Total     : M+  12135.1 10613.3  8060.9  4439.9  1102.1   871.1     0.0
            V     131.1   141.5   212.9   359.2   411.7   415.1   427.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   156.0   222.3   289.7   359.4   411.8   415.1   427.3
            M   11306.9 10091.4  7791.5  4366.3  1094.9   865.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               71.0             71.0
Deck+Haunch            67.9             67.9
Diaphragm               0.3              0.3
DL-Prec.(DC)           13.8             13.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          124.9            124.9
DL-Comp.(DW)           82.7             82.7
Live                  192.9            192.9
        Truck         117.3            117.3
        Lane           75.6             75.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   130.3   164.8   665.5  1212.6  1603.4  1837.8  1916.0
(Max)       V      56.8    54.8    54.3    45.9    34.4    22.9    11.5     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    25.3    32.0   129.1   235.3   311.1   356.6   371.7
DC(Max)     V      11.0    10.6    10.5     8.9     6.7     4.4     2.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   124.7   157.7   636.8  1160.4  1534.3  1758.7  1833.5
Haunch (Max)V      54.3    52.4    51.9    43.9    32.9    21.9    11.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.7     3.2     6.7    10.1    11.9    11.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
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    45.8    58.0   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.1    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    25.3    32.0   129.2   235.5   311.4   356.9   372.1
DW(Max)     V      11.0    10.6    10.5     8.9     6.7     4.5     2.2     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   228.2   288.5  1150.1  2050.8  2681.1  3023.3  3049.5
            V     126.0   123.4   122.7   111.5    96.9    73.1    58.5    43.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   126.0   123.4   122.7   111.5    96.9    82.3    67.8    53.2
            M       0.0   228.2   288.5  1150.1  2050.8  2635.4  2903.9  2856.3
Total     : M+      0.0   580.1   733.8  2948.2  5327.9  7015.6  7992.0  8229.0
            V     279.4   271.5   269.3   235.4   189.9   135.2    89.4    43.9
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   279.4   271.5   269.3   235.4   189.9   144.4    98.7    53.2
            M       0.0   580.1   733.8  2948.2  5327.9  6969.8  7872.6  8035.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.03  132.66  135.00
Self wt.  : M    1837.8  1603.4  1212.6   665.5   164.8   130.3     0.0
(Max)       V      11.5    22.9    34.4    45.9    54.3    54.8    56.8
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     356.6   311.1   235.3   129.1    32.0    25.3     0.0
DC(Max)     V       2.2     4.4     6.7     8.9    10.5    10.6    11.0
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    1758.7  1534.3  1160.4   636.8   157.7   124.7     0.0
Haunch (Max)V      11.0    21.9    32.9    43.9    51.9    52.4    54.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      11.9    10.1     6.7     3.2     0.7     0.6     0.0
(Max)       V       0.0     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     646.8   564.3   426.8   234.2    58.0    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.1    19.3    20.0
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     356.9   311.4   235.5   129.2    32.0    25.3     0.0
DW(Max)     V       2.2     4.5     6.7     8.9    10.5    10.6    11.0
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+   3023.3  2681.1  2050.8  1150.1   288.5   228.2     0.0
            V      58.5    73.1    96.9   111.5   122.7   123.4   126.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    67.8    82.3    96.9   111.5   122.7   123.4   126.0
            M    2903.9  2635.4  2050.8  1150.1   288.5   228.2     0.0
Total     : M+   7992.0  7015.6  5327.9  2948.2   733.8   580.1     0.0
            V      89.4   135.2   189.9   235.4   269.3   271.5   279.4
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    98.7   144.4   189.9   235.4   269.3   271.5   279.4
            M    7872.6  6969.8  5327.9  2948.2   733.8   580.1     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.63   27.27   40.90   54.53   68.17   47.72
 
Beam-Self
Precast-top    0.163   0.680   1.202   1.567   1.784   1.858   1.693 
Bottom        -0.129  -0.535  -0.938  -1.212  -1.373  -1.431  -1.307 
 
Prestress
Precast-top   -0.128  -0.418  -0.785  -1.142  -1.318  -1.318  -1.318 
Bottom         4.383   4.598   4.864   5.119   5.242   5.242   5.242 
 
Total
Precast-top    0.036   0.262   0.418   0.425   0.466   0.540   0.376 
Bottom         4.253   4.062   3.926   3.907   3.868   3.811   3.935 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.11 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
 
Prestress
Precast-top   -0.013  -0.111  -0.126  -0.364  -0.682  -0.993  -1.145  -1.145
Bottom         0.890   3.808   3.819   3.995   4.226   4.448   4.554   4.554
 
Self wt.
Precast-top   -0.000   0.126   0.160   0.644   1.166   1.531   1.748   1.822
Bottom        -0.000  -0.100  -0.127  -0.507  -0.910  -1.184  -1.346  -1.403
 
DL-Prec (DC)
Precast-top   -0.000   0.025   0.031   0.125   0.226   0.297   0.339   0.354
Bottom        -0.000  -0.019  -0.025  -0.098  -0.176  -0.230  -0.261  -0.272
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.003   0.006   0.010   0.011   0.011
Bottom        -0.000  -0.000  -0.001  -0.002  -0.005  -0.007  -0.009  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.121   0.153   0.616   1.116   1.465   1.673   1.744
Bottom        -0.000  -0.096  -0.121  -0.485  -0.870  -1.133  -1.288  -1.342
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.060   0.109   0.144   0.165   0.172
Precast-top   -0.000   0.010   0.013   0.053   0.096   0.126   0.144   0.150
Bottom        -0.000  -0.025  -0.031  -0.125  -0.226  -0.295  -0.337  -0.351
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.033   0.060   0.079   0.091   0.095
Precast-top   -0.000   0.006   0.007   0.029   0.053   0.069   0.079   0.083
Bottom        -0.000  -0.014  -0.017  -0.069  -0.125  -0.163  -0.186  -0.194
 
LL+I(+)
Topping-top   -0.000   0.063   0.079   0.318   0.572   0.746   0.848   0.879
Precast-top   -0.000   0.055   0.069   0.277   0.499   0.652   0.741   0.768
Bottom        -0.000  -0.131  -0.165  -0.659  -1.180  -1.531  -1.737  -1.799
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.081   0.103   0.412   0.742   0.969   1.103   1.145 
Precast-top   -0.013   0.232   0.308   1.383   2.480   3.157   3.590   3.786 
Bottom         0.890   3.423   3.333   2.050   0.734  -0.096  -0.608  -0.816 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.023   0.094   0.170   0.223   0.255   0.266 
Precast-top   -0.013   0.178   0.239   1.106   1.981   2.505   2.849   3.018 
Bottom         0.890   3.554   3.498   2.709   1.915   1.435   1.129   0.983 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.63   27.27   40.90   54.53   68.17   47.72
 
Beam-Self
Precast-top    0.163   0.680   1.202   1.567   1.784   1.858   1.693 
Bottom        -0.129  -0.535  -0.938  -1.212  -1.373  -1.431  -1.307 
 
Prestress
Precast-top   -0.128  -0.418  -0.785  -1.142  -1.318  -1.318  -1.318 
Bottom         4.383   4.598   4.864   5.119   5.242   5.242   5.242 
 
Total
Precast-top    0.036   0.262   0.418   0.425   0.466   0.540   0.376 
Bottom         4.253   4.062   3.926   3.907   3.868   3.811   3.935 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.11 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
 
Prestress
Precast-top   -0.013  -0.111  -0.126  -0.364  -0.682  -0.993  -1.145  -1.145
Bottom         0.890   3.808   3.819   3.995   4.226   4.448   4.554   4.554
 
Self wt.
Precast-top   -0.000   0.126   0.160   0.644   1.166   1.531   1.748   1.822
Bottom        -0.000  -0.100  -0.127  -0.507  -0.910  -1.184  -1.346  -1.403
 
DL-Prec (DC)
Precast-top   -0.000   0.025   0.031   0.125   0.226   0.297   0.339   0.354
Bottom        -0.000  -0.019  -0.025  -0.098  -0.176  -0.230  -0.261  -0.272
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.003   0.006   0.010   0.011   0.011
Bottom        -0.000  -0.000  -0.001  -0.002  -0.005  -0.007  -0.009  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.121   0.153   0.616   1.116   1.465   1.673   1.744
Bottom        -0.000  -0.096  -0.121  -0.485  -0.870  -1.133  -1.288  -1.342
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.060   0.109   0.144   0.165   0.172
Precast-top   -0.000   0.010   0.013   0.053   0.096   0.126   0.144   0.150
Bottom        -0.000  -0.025  -0.031  -0.125  -0.226  -0.295  -0.337  -0.351
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.033   0.060   0.079   0.091   0.095
Precast-top   -0.000   0.006   0.007   0.029   0.053   0.069   0.079   0.083
Bottom        -0.000  -0.014  -0.017  -0.069  -0.125  -0.163  -0.186  -0.194
 
LL+I(+)
Topping-top   -0.000   0.050   0.064   0.254   0.458   0.597   0.678   0.703
Precast-top   -0.000   0.044   0.055   0.222   0.400   0.521   0.593   0.614
Bottom        -0.000  -0.104  -0.132  -0.527  -0.944  -1.225  -1.390  -1.439
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.069   0.087   0.348   0.628   0.820   0.934   0.969 
Precast-top   -0.013   0.221   0.294   1.327   2.380   3.026   3.442   3.633 
Bottom         0.890   3.449   3.366   2.182   0.970   0.211  -0.261  -0.456 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
F_LL+I(+)
Topping-top   -0.000   0.059   0.075   0.296   0.526   0.684   0.769   0.776
Precast-top   -0.000   0.051   0.065   0.258   0.459   0.598   0.672   0.678
Bottom        -0.000  -0.123  -0.155  -0.614  -1.084  -1.404  -1.575  -1.589
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.068   0.086   0.343   0.611   0.796   0.897   0.909 
Precast-top   -0.006   0.140   0.184   0.811   1.449   1.850   2.097   2.187 
Bottom         0.445   1.654   1.594   0.740  -0.127  -0.686  -1.011  -1.097 
 

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
    427.3    6.5   66.8    1.269   5.9   6.00e-3 50.0    435.3     1.566    3.520      0.00
      0.0    1.2   66.2     41.9 0.136      33.6 0.87    12.00     0.116    1.826 
Transfer:   3.00
    415.1    6.5   66.8    5.724  26.7  -0.08e-3 28.7    244.6     0.418    1.760      0.00
    865.9    5.4   64.1    189.0 0.130     189.8 5.09    12.00     0.116    1.866 
Critical:   5.97
    399.4    6.5   66.8    6.757  26.7  -0.13e-3 28.5    219.7     0.375    1.760      0.00
   1869.5    6.4   63.7    189.0 0.126     197.3 5.33    12.00     0.116    1.926 
0.1L    :  13.63
    359.4    6.5   66.8    8.680  26.7  -0.12e-3 28.6    181.7     0.317    0.620      0.00
   4366.3    8.7   62.5    189.0 0.115     190.9 5.26    24.00     0.116    1.435 
0.2L    :  27.27
    289.7    6.5   63.0   10.416  26.7  -0.03e-3 28.9    128.2     0.241    0.496      0.00
   7791.5    8.7   58.7    189.0 0.097     167.1 4.90    24.00     0.116    1.420 
0.3L    :  40.90
    222.3    6.5   65.5   10.416  26.7   0.70e-3 31.5    108.5     0.217    0.496      0.00
  10091.4    8.8   61.1    189.0 0.069     111.7 3.15    24.00     0.116    1.564 
0.4L    :  54.53
    156.0    6.5   66.7   10.416   0.0   1.22e-3 33.3     82.7     0.174    0.413      0.00
  11306.9    8.8   62.4    189.0 0.053      90.7 2.50    24.00     0.116    1.655 
0.5L    :  68.17
     91.6    6.5   66.7   10.416   0.0   1.12e-3 32.9      7.4     0.116    0.413      0.00
  11487.3    8.8   62.4    189.0 0.031      94.4 2.60    24.00     0.116    2.881 
0.6L    :  81.80
    156.0    6.5   66.7   10.416   0.0   1.22e-3 33.3     82.7     0.174    0.413      0.00
  11306.9    8.8   62.4    189.0 0.053      90.7 2.50    24.00     0.116    1.655 
0.7L    :  95.43
    222.3    6.5   65.5   10.416  26.7   0.70e-3 31.5    108.5     0.217    0.496      0.00
  10091.4    8.8   61.1    189.0 0.069     111.7 3.15    24.00     0.116    1.564 
0.8L    : 109.06
    289.7    6.5   63.0   10.416  26.7  -0.03e-3 28.9    128.2     0.241    0.496      0.00
   7791.5    8.7   58.7    189.0 0.097     167.1 4.90    24.00     0.116    1.420 
0.9L    : 122.70
    359.4    6.5   66.8    8.680  26.7  -0.12e-3 28.6    181.7     0.317    0.620      0.00
   4366.3    8.7   62.5    189.0 0.115     190.9 5.26    24.00     0.116    1.435 
Critical: 130.36
    399.4    6.5   66.8    6.757  26.7  -0.13e-3 28.5    219.7     0.375    1.760      0.00
   1869.5    6.4   63.7    189.0 0.126     197.3 5.33    12.00     0.116    1.926 
Transfer: 133.33
    415.1    6.5   66.8    5.724  26.7  -0.08e-3 28.7    244.6     0.418    1.760      0.00
    865.9    5.4   64.1    189.0 0.130     189.8 5.09    12.00     0.116    1.866 
Bearing : 135.67
    427.3    6.5   66.8    1.269   5.9   6.00e-3 50.0    435.3     1.566    3.520      0.00
      0.0    1.2   66.2     41.9 0.136      33.6 0.87    12.00     0.116    1.826 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 2041.74
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    4.08
 
 
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
    427.3      7.17     66.85    1.23       66.23    24.00      0.300      1.640      0.000      3.520 
Transfer:      2.33
    415.1      7.19     66.85    5.42       64.14    24.00      0.300      1.647      0.000      1.760 
Critical:      5.31
    399.5      6.97     66.85    6.35       63.67    24.00      0.300      1.574      0.000      1.760 
0.1L    :     12.97
    359.4      6.39     66.85    8.70       62.50    24.00      0.300      1.380      0.000      0.620 
0.2L    :     26.60
    289.7      5.49     63.04    8.74       58.66    24.00      0.300      1.079      0.000      0.496 
0.3L    :     40.23
    222.3      4.04     65.51    8.78       61.12    24.00      0.300      0.597      0.000      0.496 
0.4L    :     53.87
    156.0      2.78     66.75    8.80       62.35    24.00      0.300      0.177      0.000      0.413 
0.5L    :     67.50
     91.6      1.63     66.75    8.80       62.35    24.00      0.300      0.000      0.000      0.413 
0.6L    :     81.13
    156.0      2.78     66.75    8.80       62.35    24.00      0.300      0.177      0.000      0.413 
0.7L    :     94.77
    222.3      4.04     65.51    8.78       61.12    24.00      0.300      0.597      0.000      0.496 
0.8L    :    108.40
    289.7      5.49     63.04    8.74       58.66    24.00      0.300      1.079      0.000      0.496 
0.9L    :    122.03
    359.4      6.39     66.85    8.70       62.50    24.00      0.300      1.380      0.000      0.620 
Critical:    129.69
    399.5      6.97     66.85    6.35       63.67    24.00      0.300      1.574      0.000      1.760 
Transfer:    132.66
    415.1      7.19     66.85    5.42       64.14    24.00      0.300      1.647      0.000      1.760 
Bearing :    135.00
    427.3      7.17     66.85    1.23       66.23    24.00      0.300      1.640      0.000      3.520 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 12.97 ft
Prestress      :       2.265  1.80      4.077  2.20      4.983
Self Wt.       :      -0.914  1.85     -1.691  2.40     -2.194
Deck + Haunch  :                       -0.774  2.30     -1.781
DL-Prec. (DC)  :                       -0.157  3.00     -0.471
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.125  3.00     -0.375
DL-Comp. (DW)  :                       -0.069  3.00     -0.207
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 26.60 ft
Prestress      :       4.054  1.80      7.297  2.20      8.918
Self Wt.       :      -1.713  1.85     -3.169  2.40     -4.111
Deck + Haunch  :                       -1.489  2.30     -3.425
DL-Prec. (DC)  :                       -0.302  3.00     -0.906
Diaphragm      :                       -0.010  3.00     -0.029
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.241  3.00     -0.722
DL-Comp. (DW)  :                       -0.133  3.00     -0.399
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 40.23 ft
Prestress      :       5.321  1.80      9.577  2.20     11.706
Self Wt.       :      -2.320  1.85     -4.292  2.40     -5.567
Deck + Haunch  :                       -2.033  2.30     -4.677
DL-Prec. (DC)  :                       -0.412  3.00     -1.237
Diaphragm      :                       -0.013  3.00     -0.039
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.330  3.00     -0.989
DL-Comp. (DW)  :                       -0.182  3.00     -0.546
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 53.87 ft
Prestress      :       6.086  1.80     10.955  2.20     13.389
Self Wt.       :      -2.701  1.85     -4.997  2.40     -6.482
Deck + Haunch  :                       -2.376  2.30     -5.464
DL-Prec. (DC)  :                       -0.482  3.00     -1.445
Diaphragm      :                       -0.015  3.00     -0.046
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.386  3.00     -1.158
DL-Comp. (DW)  :                       -0.213  3.00     -0.639
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 67.50 ft
Prestress      :       6.357  1.80     11.443  2.20     13.986
Self Wt.       :      -2.836  1.85     -5.247  2.40     -6.807
Deck + Haunch  :                       -2.497  2.30     -5.744
DL-Prec. (DC)  :                       -0.506  3.00     -1.519
Diaphragm      :                       -0.016  3.00     -0.049
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.406  3.00     -1.217
DL-Comp. (DW)  :                       -0.224  3.00     -0.671
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 81.13 ft
Prestress      :       6.086  1.80     10.955  2.20     13.389
Self Wt.       :      -2.701  1.85     -4.997  2.40     -6.482
Deck + Haunch  :                       -2.376  2.30     -5.464
DL-Prec. (DC)  :                       -0.482  3.00     -1.445
Diaphragm      :                       -0.015  3.00     -0.046
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.386  3.00     -1.158
DL-Comp. (DW)  :                       -0.213  3.00     -0.639
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 94.77 ft
Prestress      :       5.321  1.80      9.577  2.20     11.706
Self Wt.       :      -2.320  1.85     -4.292  2.40     -5.567
Deck + Haunch  :                       -2.033  2.30     -4.677
DL-Prec. (DC)  :                       -0.412  3.00     -1.237
Diaphragm      :                       -0.013  3.00     -0.039
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.330  3.00     -0.989
DL-Comp. (DW)  :                       -0.182  3.00     -0.546
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 108.40 ft
Prestress      :       4.054  1.80      7.297  2.20      8.918
Self Wt.       :      -1.713  1.85     -3.169  2.40     -4.111
Deck + Haunch  :                       -1.489  2.30     -3.425
DL-Prec. (DC)  :                       -0.302  3.00     -0.906
Diaphragm      :                       -0.010  3.00     -0.029
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.241  3.00     -0.722
DL-Comp. (DW)  :                       -0.133  3.00     -0.399
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 122.03 ft
Prestress      :       2.265  1.80      4.077  2.20      4.983
Self Wt.       :      -0.914  1.85     -1.691  2.40     -2.194
Deck + Haunch  :                       -0.774  2.30     -1.781
DL-Prec. (DC)  :                       -0.157  3.00     -0.471
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.125  3.00     -0.375
DL-Comp. (DW)  :                       -0.069  3.00     -0.207
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
   871.1    58.6  6.869  261.8    6.4   5.42   8378.1  0.030T 1.00       -       -     -     -  
H/2     :   2.97
  1102.1    58.7  7.130  261.5    6.6   5.62   8690.3  0.028T 1.00       -       -     -     -  
0.1L    :  12.97
  4439.9    60.6 10.416  257.2   10.2   8.70  12615.9  0.017T 1.00   9654.8  5905.1    1.31    -  
0.2L    :  26.60
  8060.9    63.0 10.416  257.7   10.3   8.74  13189.7  0.017T 1.00   9750.4  9750.4    1.35    -  
0.3L    :  40.23
 10613.3    65.5 10.416  258.1   10.3   8.78  13764.0  0.017T 1.00   9999.7  9999.7    1.38    -  
0.4L    :  53.87
 12135.1    66.8 10.416  258.3   10.4   8.80  14051.3  0.017T 1.00  10094.5 10094.5    1.39    -  
0.5L    :  67.50
 12612.2    66.8 10.416  258.3   10.4   8.80  14051.3  0.017T 1.00  10026.3 10026.3    1.40    -  
0.6L    :  81.13
 12135.1    66.8 10.416  258.3   10.4   8.80  14051.3  0.017T 1.00  10094.5 10094.5    1.39    -  
0.7L    :  94.77
 10613.3    65.5 10.416  258.1   10.3   8.78  13764.0  0.017T 1.00   9999.7  9999.7    1.38    -  
0.8L    : 108.40
  8060.9    63.0 10.416  257.7   10.3   8.74  13189.7  0.017T 1.00   9750.4  9750.4    1.35    -  
0.9L    : 122.03
  4439.9    60.6 10.416  257.2   10.2   8.70  12615.9  0.017T 1.00   9654.8  5905.1    1.31    -  
H/2     : 132.03
  1102.1    58.7  7.130  261.5    6.6   5.62   8690.3  0.028T 1.00       -       -     -     -  
Transfer: 132.66
   871.1    58.6  6.869  261.8    6.4   5.42   8378.1  0.030T 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 1-24; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.085
        M   2.00 Fb     0.111
 
  2   2 E  60.00 Ft     0.383
        M   8.00 Fb     0.053
 
  3   2 E  58.00 Ft     0.668
        M   6.00 Fb     0.006
 
  4   2 E  56.00 Ft     0.939
        M   4.00 Fb    -0.030
 
  5   2 E  54.00 Ft     1.195
        M   2.00 Fb    -0.056
 
  6   2 E   8.00 Ft     1.158
        M   8.00 Fb     0.152
 
  7   2 E   8.00 Ft     1.121
        M   8.00 Fb     0.360
 
  8   2 E   6.00 Ft     1.070
        M   6.00 Fb     0.579
 
  9   2 E   6.00 Ft     1.019
        M   6.00 Fb     0.798
 
 10   2 E   6.00 Ft     0.969
        M   6.00 Fb     1.016
 
 11   2 E   6.00 Ft     0.918
        M   6.00 Fb     1.235
 
 12   2 E   6.00 Ft     0.867
        M   6.00 Fb     1.454
 
 13   2 E   6.00 Ft     0.816
        M   6.00 Fb     1.673
 
 14   2 E   4.00 Ft     0.751
        M   4.00 Fb     1.902
 
 15   2 E   4.00 Ft     0.687
        M   4.00 Fb     2.132
 
 16   2 E   4.00 Ft     0.622
        M   4.00 Fb     2.361
 
 17   2 E   4.00 Ft     0.557
        M   4.00 Fb     2.591
 
 18   2 E   4.00 Ft     0.493
        M   4.00 Fb     2.821
 
 19   2 E   4.00 Ft     0.428
        M   4.00 Fb     3.050
 
 20   2 E   2.00 Ft     0.350
        M   2.00 Fb     3.291
 
 21   2 E   2.00 Ft     0.271
        M   2.00 Fb     3.531
 
 22   2 E   2.00 Ft     0.193
        M   2.00 Fb     3.772
 
 23   2 E   2.00 Ft     0.114
        M   2.00 Fb     4.013
 
 24   2 E   2.00 Ft     0.036
        M   2.00 Fb     4.253
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 136.33            Release Length, ft: 136.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  48
No. of strands, Draped:   8           No. of strands, Straight:  40
Concrete Strength, f'ci:   7.0  ksi        f'c:   8.0 ksi  f'ct   4.0 ksi
Initial losses:  8.98 %               Final losses: 13.59 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.550       4.253     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.036       Trans
      Precast Top w/ reinf. (tension)      -0.635           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 14051.25    12612.23     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   1.145     Midspan    1.800   0.266     Midspan
    Pre.Top:   4.800   3.786     Midspan    3.600   3.018     Midspan
    Pre.Bot:   4.800   3.423    Transfer    3.600   3.554    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.537  -0.013     Bearing
    Pre.Bot:  -0.537  -0.456     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.200   2.187     Midspan
    Pre.Bot:                                                             3.200   1.654    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  67.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       6.357  1.80     11.443  2.20     13.986
Self Wt.       :      -2.836  1.85     -5.247  2.40     -6.807
Deck + Haunch  :                       -2.497  2.30     -5.744
DL-Prec. (DC)  :                       -0.506  3.00     -1.519
Diaphragm      :                       -0.016  3.00     -0.049
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.406  3.00     -1.217
DL-Comp. (DW)  :                       -0.224  3.00     -0.671
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  135.00
     DC  Line       0.087      0.00       0.087  135.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    47.50 
      0.50    87.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 136.330 ft
Release length = 136.330 ft
Design  length = 135.000 ft
 
Kern points:
------------
Upper    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.711   (Calculated)    
Live Moment (1  lane  loaded)  : 0.478   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.148   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.919   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 2
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1505.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           982590 in4#
Ht. of c.g.           =        28.75 in             46.62 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7955

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    12.97    26.60    40.23    53.87    67.50
 
Precast: (At Release, using Ec =  5131.5 ksi )
  Area    , in2    817.9    854.8    854.8    854.8    854.8    854.8    854.8    854.8
  Yb      ,  in    28.55    27.86    27.85    27.75    27.61    27.47    27.40    27.40
  MI(Ixx) , in4   425350   434444   434611   437402   441684   446515   449136   449136
Composite: (At Final, using Ec =  5362.7 ksi )
  Area    , in2   1515.2   1550.2   1550.2   1550.2   1550.2   1550.2   1550.2   1550.2
  Yb      ,  in    46.40    45.63    45.63    45.58    45.51    45.44    45.40    45.40
  MI(Ixx) , in4   993746  1033030  1033372  1038923  1046956  1055523  1060007  1060007

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.00  ksi   
  Elasticity         =     5131.5 ksi   
  Max comp           =       4.55 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.63 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.00 ksi           4.00 ksi
  Elasticity         =    5362.70 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.80 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.60 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           =       3.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.54 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  48 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 47.72 ft from member end )
END PATTERN (Ycg = 13.17 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     4 @  8.000 in
     2 @ 54.000 in     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     4 @  8.000 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     =   10.42 in2      Initial Pull          =     2041.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.757 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.696 ft
Holddown Force        =  30.777 kips     Beam Shrtng (PL/AE)   =      0.761 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)       
---------------------------------------------------------------------------------------
      6546.981         740 4844.766     28.311 114659.461  1753.211     862.960        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     22.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.4167     41.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      41.1670     95.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      95.1631    113.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     113.9134    124.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     124.9134    129.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     129.4134    129.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     129.9550    134.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     134.9550    135.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     135.2050    135.4550     No
      2      US#6[M19]       60.00        0.88       3.00     135.4550    135.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     135.7050    135.9550     No
      2      US#6[M19]       60.00        0.88       3.00     135.9550    136.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     136.2050    136.3300     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 136.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 10.4160 in2       Ycg =  4.50 in
         P_init    =     2041.7 kips  Ecc = 24.25 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5132 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.61 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.171 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.75 ksi    0.00 ksi
    due to Composite Loads                                 -2.57 ksi    0.00 ksi
    due to Live Loads                                      -6.04 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                         7.50 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.80 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.61 ksi  ( 8.98 %)             9.34 ksi ( 4.77 %)
Total Prestress Losses                                    26.95 ksi (13.75 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.1 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   130.3   164.8   665.5  1212.6  1603.4  1837.8  1916.0
(Max)       V      56.8    54.8    54.3    45.9    34.4    22.9    11.5     0.0
DL-Prec.  : M       0.0    18.9    23.9    96.3   175.5   232.0   266.0   277.3
DC(Max)     V       8.2     7.9     7.9     6.6     5.0     3.3     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   141.5   179.1   723.1  1317.5  1742.1  1996.8  2081.8
Haunch (Max)V      61.7    59.5    59.0    49.8    37.4    24.9    12.5     0.0
Diaphragm : M       0.0     1.2     1.5     6.5    13.3    20.1    23.8    23.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    45.8    58.0   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.1    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    25.3    32.0   129.2   235.5   311.4   356.9   372.1
DW(Max)     V      11.0    10.6    10.5     8.9     6.7     4.5     2.2     0.0
LL + I    : M+      0.0   215.6   272.8  1096.2  1982.2  2597.1  2961.4  3067.8
            V     152.0   148.4   147.4   131.9    62.0    40.9    60.0    39.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   152.0   148.4   147.4   132.0   112.1    93.7    76.2    59.8
            M      -0.0   213.0   269.1  1058.8  1845.5  2332.3  2541.0  2496.9
Total     : M+      0.0   578.6   732.1  2951.0  5363.3  7070.4  8089.5  8413.1
            V     310.1   301.1   298.6   259.7   158.0   105.1    91.8    39.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   310.1   301.1   298.6   259.8   208.2   157.9   108.1    59.8
            M      -0.0   576.0   728.4  2913.6  5226.6  6805.5  7669.2  7842.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.03  132.66  135.00
Self wt.  : M    1837.8  1603.4  1212.6   665.5   164.8   130.3     0.0
(Max)       V      11.5    22.9    34.4    45.9    54.3    54.8    56.8
DL-Prec.  : M     266.0   232.0   175.5    96.3    23.9    18.9     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.9     7.9     8.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1996.8  1742.1  1317.5   723.1   179.1   141.5     0.0
Haunch (Max)V      12.5    24.9    37.4    49.8    59.0    59.5    61.7
Diaphragm : M      23.8    20.1    13.3     6.5     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     646.8   564.3   426.8   234.2    58.0    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.1    19.3    20.0
DL-Comp   : M     356.9   311.4   235.5   129.2    32.0    25.3     0.0
DW(Max)     V       2.2     4.5     6.7     8.9    10.5    10.6    11.0
LL + I    : M+   2961.4  2597.1  1982.2  1096.2   272.8   215.6     0.0
            V      60.0    40.9    62.0   131.9   147.4   148.4   152.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    76.2    93.7   112.1   132.0   147.4   148.4   152.0
            M    2541.0  2332.3  1845.5  1058.8   269.1   213.0    -0.0
Total     : M+   8089.5  7070.4  5363.3  2951.0   732.1   578.6     0.0
            V      91.8   105.1   158.0   259.7   298.6   301.1   310.1
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   108.1   157.9   208.2   259.8   298.6   301.1   310.1
            M    7669.2  6805.5  5226.6  2913.6   728.4   576.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               56.8             56.8
Deck+Haunch            61.7             61.7
Diaphragm               0.5              0.5
DL-Prec.(DC)            8.2              8.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           99.9             99.9
DL-Comp.(DW)           55.1             55.1
Live                  110.2            110.2
        Truck          67.0             67.0
        Lane           43.2             43.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   130.3   164.8   665.5  1212.6  1603.4  1837.8  1916.0
(Max)       V      56.8    54.8    54.3    45.9    34.4    22.9    11.5     0.0
DL-Prec.  : M       0.0    18.9    23.9    96.3   175.5   232.0   266.0   277.3
DC(Max)     V       8.2     7.9     7.9     6.6     5.0     3.3     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   141.5   179.1   723.1  1317.5  1742.1  1996.8  2081.8
Haunch (Max)V      61.7    59.5    59.0    49.8    37.4    24.9    12.5     0.0
Diaphragm : M       0.0     1.2     1.5     6.5    13.3    20.1    23.8    23.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    45.8    58.0   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.1    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    25.3    32.0   129.2   235.5   311.4   356.9   372.1
DW(Max)     V      11.0    10.6    10.5     8.9     6.7     4.5     2.2     0.0
LL + I    : M+      0.0   172.5   218.2   877.0  1585.7  2077.7  2369.1  2454.3
            V     121.6   118.7   117.9   105.5    49.6    32.8    48.0    31.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   121.6   118.7   117.9   105.6    89.7    74.9    61.0    47.8
            M      -0.0   170.4   215.3   847.1  1476.4  1865.8  2032.8  1997.5
Total     : M+      0.0   535.5   677.5  2731.8  4966.9  6551.0  7497.2  7799.5
            V     279.8   271.4   269.1   233.4   145.6    96.9    79.8    31.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   279.8   271.4   269.2   233.4   185.7   139.1    92.8    47.8
            M      -0.0   533.4   674.6  2701.9  4857.5  6339.1  7161.0  7342.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.03  132.66  135.00
Self wt.  : M    1837.8  1603.4  1212.6   665.5   164.8   130.3     0.0
(Max)       V      11.5    22.9    34.4    45.9    54.3    54.8    56.8
DL-Prec.  : M     266.0   232.0   175.5    96.3    23.9    18.9     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.9     7.9     8.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1996.8  1742.1  1317.5   723.1   179.1   141.5     0.0
Haunch (Max)V      12.5    24.9    37.4    49.8    59.0    59.5    61.7
Diaphragm : M      23.8    20.1    13.3     6.5     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     646.8   564.3   426.8   234.2    58.0    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.1    19.3    20.0
DL-Comp   : M     356.9   311.4   235.5   129.2    32.0    25.3     0.0
DW(Max)     V       2.2     4.5     6.7     8.9    10.5    10.6    11.0
LL + I    : M+   2369.1  2077.7  1585.7   877.0   218.2   172.5     0.0
            V      48.0    32.8    49.6   105.5   117.9   118.7   121.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.0    74.9    89.7   105.6   117.9   118.7   121.6
            M    2032.8  1865.8  1476.4   847.1   215.3   170.4    -0.0
Total     : M+   7497.2  6551.0  4966.9  2731.8   677.5   535.5     0.0
            V      79.8    96.9   145.6   233.4   269.1   271.4   279.8
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    92.8   139.1   185.7   233.4   269.2   271.4   279.8
            M    7161.0  6339.1  4857.5  2701.9   674.6   533.4    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   162.8   206.0   831.8  1515.7  2004.2  2297.3  2395.0
(Max)       V      71.0    68.5    67.8    57.3    43.0    28.7    14.3     0.0
Self wt.  : M       0.0   117.2   148.3   598.9  1091.3  1443.0  1654.1  1724.4
(Min)       V      51.1    49.3    48.8    41.3    31.0    20.6    10.3     0.0
DL-Prec.  : M       0.0    23.6    29.8   120.4   219.4   290.1   332.5   346.6
DC(Max)     V      10.3     9.9     9.8     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0    17.0    21.5    86.7   157.9   208.8   239.4   249.6
DC(Min)     V       7.4     7.1     7.1     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
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   176.9   223.9   903.8  1646.9  2177.6  2496.0  2602.2
Haunch (Max)V      77.1    74.4    73.7    62.3    46.7    31.1    15.6     0.0
Deck +    : M       0.0   127.4   161.2   650.7  1185.7  1567.9  1797.2  1873.6
Haunch (Min)V      55.5    53.6    53.1    44.8    33.6    22.4    11.2     0.0
Diaphragm : M       0.0     1.5     1.9     8.1    16.6    25.1    29.7    29.7
(Max)       V       0.6     0.6     0.6     0.6     0.6     0.6     0.0     0.0
Diaphragm : M       0.0     1.1     1.3     5.8    12.0    18.1    21.4    21.4
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    57.3    72.5   292.8   533.5   705.4   808.5   842.9
DC(Max)     V      25.0    24.1    23.9    20.2    15.1    10.1     5.0     0.0
DL-Comp   : M       0.0    41.3    52.2   210.8   384.1   507.9   582.1   606.9
DC(Min)     V      18.0    17.4    17.2    14.5    10.9     7.3     3.6     0.0
DL-Comp   : M       0.0    37.9    48.0   193.9   353.2   467.1   535.4   558.1
DW(Max)     V      16.5    16.0    15.8    13.4    10.0     6.7     3.3     0.0
DL-Comp   : M       0.0    16.4    20.8    84.0   153.1   202.4   232.0   241.9
DW(Min)     V       7.2     6.9     6.9     5.8     4.3     2.9     1.4     0.0
LL + I    : M+      0.0   377.4   477.4  1918.4  3468.8  4544.9  5182.4  5368.7
            V     266.0   259.6   257.9   230.7   108.4    71.7   105.0    68.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   266.0   259.6   257.9   230.9   196.2   163.9   133.4   104.6
            M      -0.0   372.8   471.0  1853.0  3229.6  4081.4  4446.8  4369.6
Total     : M+      0.0   837.4  1059.5  4269.2  7754.1 10214.4 11681.8 12143.3
            V     466.4   453.2   449.6   392.8   230.2   153.0   145.3    68.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   466.4   453.2   449.6   393.0   317.9   245.3   173.8   104.6
            M      -0.0   832.8  1053.1  4203.8  7514.8  9750.9 10946.2 11144.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.03  132.66  135.00
Self wt.  : M    2297.3  2004.2  1515.7   831.8   206.0   162.8     0.0
(Max)       V      14.3    28.7    43.0    57.3    67.8    68.5    71.0
Self wt.  : M    1654.1  1443.0  1091.3   598.9   148.3   117.2     0.0
(Min)       V      10.3    20.6    31.0    41.3    48.8    49.3    51.1
DL-Prec.  : M     332.5   290.1   219.4   120.4    29.8    23.6     0.0
DC(Max)     V       2.1     4.1     6.2     8.3     9.8     9.9    10.3
DL-Prec.  : M     239.4   208.8   157.9    86.7    21.5    17.0     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     7.1     7.1     7.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2496.0  2177.6  1646.9   903.8   223.9   176.9     0.0
Haunch (Max)V      15.6    31.1    46.7    62.3    73.7    74.4    77.1
Deck +    : M    1797.2  1567.9  1185.7   650.7   161.2   127.4     0.0
Haunch (Min)V      11.2    22.4    33.6    44.8    53.1    53.6    55.5
Diaphragm : M      29.7    25.1    16.6     8.1     1.9     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      21.4    18.1    12.0     5.8     1.3     1.1     0.0
(Min)       V       0.0     0.4     0.4     0.4     0.4     0.4     0.4
DL-Comp   : M     808.5   705.4   533.5   292.8    72.5    57.3     0.0
DC(Max)     V       5.0    10.1    15.1    20.2    23.9    24.1    25.0
DL-Comp   : M     582.1   507.9   384.1   210.8    52.2    41.3     0.0
DC(Min)     V       3.6     7.3    10.9    14.5    17.2    17.4    18.0
DL-Comp   : M     535.4   467.1   353.2   193.9    48.0    37.9     0.0
DW(Max)     V       3.3     6.7    10.0    13.4    15.8    16.0    16.5
DL-Comp   : M     232.0   202.4   153.1    84.0    20.8    16.4     0.0
DW(Min)     V       1.4     2.9     4.3     5.8     6.9     6.9     7.2
LL + I    : M+   5182.4  4544.9  3468.8  1918.4   477.4   377.4     0.0
            V     105.0    71.7   108.4   230.7   257.9   259.6   266.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   133.4   163.9   196.2   230.9   257.9   259.6   266.0
            M    4446.8  4081.4  3229.6  1853.0   471.0   372.8    -0.0
Total     : M+  11681.8 10214.4  7754.1  4269.2  1059.5   837.4     0.0
            V     145.3   153.0   230.2   392.8   449.6   453.2   466.4
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   173.8   245.3   317.9   393.0   449.6   453.2   466.4
            M   10946.2  9750.9  7514.8  4203.8  1053.1   832.8    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               71.0             71.0
Deck+Haunch            77.1             77.1
Diaphragm               0.6              0.6
DL-Prec.(DC)           10.3             10.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          124.9            124.9
DL-Comp.(DW)           82.7             82.7
Live                  192.9            192.9
        Truck         117.3            117.3
        Lane           75.6             75.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   130.3   164.8   665.5  1212.6  1603.4  1837.8  1916.0
(Max)       V      56.8    54.8    54.3    45.9    34.4    22.9    11.5     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    18.9    23.9    96.3   175.5   232.0   266.0   277.3
DC(Max)     V       8.2     7.9     7.9     6.6     5.0     3.3     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   141.5   179.1   723.1  1317.5  1742.1  1996.8  2081.8
Haunch (Max)V      61.7    59.5    59.0    49.8    37.4    24.9    12.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     1.2     1.5     6.5    13.3    20.1    23.8    23.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
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    45.8    58.0   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.1    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    25.3    32.0   129.2   235.5   311.4   356.9   372.1
DW(Max)     V      11.0    10.6    10.5     8.9     6.7     4.5     2.2     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   136.2   172.2   686.6  1224.2  1600.5  1804.8  1820.4
            V     115.1   112.8   112.1   101.8    88.5    66.8    53.5    40.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   115.1   112.8   112.1   101.8    88.5    75.2    61.9    48.6
            M       0.0   136.2   172.2   686.6  1224.2  1573.2  1733.5  1705.1
Total     : M+      0.0   499.2   631.5  2541.3  4605.3  6073.8  6933.0  7165.7
            V     273.3   265.5   263.3   229.7   184.6   131.0    85.3    40.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   273.3   265.5   263.3   229.7   184.6   139.4    93.7    48.6
            M       0.0   499.2   631.5  2541.3  4605.3  6046.5  6861.7  7050.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.03  132.66  135.00
Self wt.  : M    1837.8  1603.4  1212.6   665.5   164.8   130.3     0.0
(Max)       V      11.5    22.9    34.4    45.9    54.3    54.8    56.8
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     266.0   232.0   175.5    96.3    23.9    18.9     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.9     7.9     8.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1996.8  1742.1  1317.5   723.1   179.1   141.5     0.0
Haunch (Max)V      12.5    24.9    37.4    49.8    59.0    59.5    61.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      23.8    20.1    13.3     6.5     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
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     646.8   564.3   426.8   234.2    58.0    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.1    19.3    20.0
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     356.9   311.4   235.5   129.2    32.0    25.3     0.0
DW(Max)     V       2.2     4.5     6.7     8.9    10.5    10.6    11.0
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+   1804.8  1600.5  1224.2   686.6   172.2   136.2     0.0
            V      53.5    66.8    88.5   101.8   112.1   112.8   115.1
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    61.9    75.2    88.5   101.8   112.1   112.8   115.1
            M    1733.5  1573.2  1224.2   686.6   172.2   136.2     0.0
Total     : M+   6933.0  6073.8  4605.3  2541.3   631.5   499.2     0.0
            V      85.3   131.0   184.6   229.7   263.3   265.5   273.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    93.7   139.4   184.6   229.7   263.3   265.5   273.3
            M    6861.7  6046.5  4605.3  2541.3   631.5   499.2     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.63   27.27   40.90   54.53   68.17   47.72
 
Beam-Self
Precast-top    0.163   0.680   1.202   1.567   1.784   1.858   1.693 
Bottom        -0.129  -0.535  -0.938  -1.212  -1.373  -1.431  -1.307 
 
Prestress
Precast-top   -0.128  -0.418  -0.785  -1.142  -1.318  -1.318  -1.318 
Bottom         4.383   4.598   4.864   5.119   5.242   5.242   5.242 
 
Total
Precast-top    0.036   0.262   0.418   0.425   0.466   0.540   0.376 
Bottom         4.253   4.062   3.926   3.907   3.868   3.811   3.935 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.11 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
 
Prestress
Precast-top   -0.013  -0.111  -0.126  -0.364  -0.682  -0.993  -1.145  -1.145
Bottom         0.890   3.808   3.819   3.995   4.226   4.448   4.554   4.554
 
Self wt.
Precast-top   -0.000   0.126   0.160   0.644   1.166   1.531   1.748   1.822
Bottom        -0.000  -0.100  -0.127  -0.507  -0.910  -1.184  -1.346  -1.403
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.023   0.093   0.169   0.222   0.253   0.264
Bottom        -0.000  -0.015  -0.018  -0.073  -0.132  -0.171  -0.195  -0.203
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.006   0.013   0.019   0.023   0.023
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.015  -0.017  -0.017
 
Deck + Haunch
Precast-top   -0.000   0.137   0.174   0.699   1.267   1.663   1.899   1.980
Bottom        -0.000  -0.109  -0.138  -0.550  -0.988  -1.286  -1.462  -1.524
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.014   0.055   0.100   0.132   0.151   0.157
Precast-top   -0.000   0.009   0.012   0.047   0.086   0.113   0.129   0.134
Bottom        -0.000  -0.024  -0.031  -0.123  -0.223  -0.291  -0.332  -0.347
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.030   0.055   0.073   0.083   0.087
Precast-top   -0.000   0.005   0.006   0.026   0.047   0.062   0.071   0.074
Bottom        -0.000  -0.013  -0.017  -0.068  -0.123  -0.161  -0.183  -0.191
 
LL+I(+)
Topping-top   -0.000   0.051   0.065   0.259   0.465   0.606   0.689   0.714
Precast-top   -0.000   0.043   0.055   0.221   0.397   0.519   0.590   0.611
Bottom        -0.000  -0.114  -0.145  -0.577  -1.034  -1.342  -1.522  -1.577
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.068   0.086   0.344   0.621   0.811   0.923   0.958 
Precast-top   -0.013   0.230   0.306   1.373   2.463   3.136   3.568   3.763 
Bottom         0.890   3.431   3.343   2.091   0.807  -0.002  -0.503  -0.708 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.021   0.086   0.155   0.204   0.234   0.244 
Precast-top   -0.013   0.187   0.251   1.152   2.065   2.617   2.977   3.152 
Bottom         0.890   3.546   3.488   2.668   1.841   1.339   1.019   0.869 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.63   27.27   40.90   54.53   68.17   47.72
 
Beam-Self
Precast-top    0.163   0.680   1.202   1.567   1.784   1.858   1.693 
Bottom        -0.129  -0.535  -0.938  -1.212  -1.373  -1.431  -1.307 
 
Prestress
Precast-top   -0.128  -0.418  -0.785  -1.142  -1.318  -1.318  -1.318 
Bottom         4.383   4.598   4.864   5.119   5.242   5.242   5.242 
 
Total
Precast-top    0.036   0.262   0.418   0.425   0.466   0.540   0.376 
Bottom         4.253   4.062   3.926   3.907   3.868   3.811   3.935 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.11 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
 
Prestress
Precast-top   -0.013  -0.111  -0.126  -0.364  -0.682  -0.993  -1.145  -1.145
Bottom         0.890   3.808   3.819   3.995   4.226   4.448   4.554   4.554
 
Self wt.
Precast-top   -0.000   0.126   0.160   0.644   1.166   1.531   1.748   1.822
Bottom        -0.000  -0.100  -0.127  -0.507  -0.910  -1.184  -1.346  -1.403
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.023   0.093   0.169   0.222   0.253   0.264
Bottom        -0.000  -0.015  -0.018  -0.073  -0.132  -0.171  -0.195  -0.203
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.006   0.013   0.019   0.023   0.023
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.015  -0.017  -0.017
 
Deck + Haunch
Precast-top   -0.000   0.137   0.174   0.699   1.267   1.663   1.899   1.980
Bottom        -0.000  -0.109  -0.138  -0.550  -0.988  -1.286  -1.462  -1.524
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.014   0.055   0.100   0.132   0.151   0.157
Precast-top   -0.000   0.009   0.012   0.047   0.086   0.113   0.129   0.134
Bottom        -0.000  -0.024  -0.031  -0.123  -0.223  -0.291  -0.332  -0.347
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.030   0.055   0.073   0.083   0.087
Precast-top   -0.000   0.005   0.006   0.026   0.047   0.062   0.071   0.074
Bottom        -0.000  -0.013  -0.017  -0.068  -0.123  -0.161  -0.183  -0.191
 
LL+I(+)
Topping-top   -0.000   0.041   0.052   0.207   0.372   0.485   0.552   0.571
Precast-top   -0.000   0.035   0.044   0.176   0.318   0.415   0.472   0.489
Bottom        -0.000  -0.091  -0.116  -0.462  -0.827  -1.073  -1.218  -1.261
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.058   0.073   0.293   0.528   0.690   0.785   0.815 
Precast-top   -0.013   0.222   0.295   1.328   2.383   3.032   3.450   3.641 
Bottom         0.890   3.454   3.372   2.207   1.014   0.266  -0.199  -0.392 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
F_LL+I(+)
Topping-top   -0.000   0.032   0.041   0.162   0.287   0.374   0.420   0.424
Precast-top   -0.000   0.027   0.035   0.138   0.245   0.320   0.360   0.363
Bottom        -0.000  -0.072  -0.091  -0.361  -0.639  -0.827  -0.928  -0.936
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.051   0.205   0.365   0.476   0.537   0.546 
Precast-top   -0.006   0.121   0.160   0.714   1.278   1.628   1.848   1.939 
Bottom         0.445   1.701   1.653   0.973   0.282  -0.157  -0.418  -0.501 
 

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
    466.4    6.5   66.8    1.258   5.9   6.00e-3 50.0    478.7     1.721    3.520      0.00
      0.0    1.1   66.3     41.9 0.149      33.6 0.87    12.00     0.116    1.675 
Transfer:   3.00
    453.2    6.5   66.8    5.677  26.7  -0.05e-3 28.8    289.6     0.494    1.760      0.00
    832.8    4.7   64.5    189.0 0.142     187.2 5.00    12.00     0.116    1.718 
Critical:   6.01
    436.0    6.5   66.8    6.716  26.7  -0.11e-3 28.6    263.3     0.448    1.760      0.00
   1808.4    5.5   64.1    189.0 0.137     194.4 5.22    12.00     0.116    1.776 
0.1L    :  13.63
    393.0    6.5   66.8    8.680  26.7  -0.11e-3 28.6    217.4     0.375    0.620      0.00
   4203.8    7.2   63.3    189.0 0.125     192.6 5.24    24.00     0.116    1.326 
0.2L    :  27.27
    317.9    6.5   63.0   10.416  26.7  -0.04e-3 28.9    155.9     0.289    0.496      0.00
   7514.8    7.2   59.4    189.0 0.106     170.6 4.94    24.00     0.116    1.316 
0.3L    :  40.90
    245.3    6.5   65.5   10.416  26.7   0.47e-3 30.6    118.1     0.226    0.496      0.00
   9750.9    7.2   61.9    189.0 0.076     127.7 3.55    24.00     0.116    1.518 
0.4L    :  54.53
    173.8    6.5   66.7   10.416   0.0   0.96e-3 32.4     90.7     0.182    0.413      0.00
  10946.2    7.2   63.2    189.0 0.059     102.4 2.79    24.00     0.116    1.597 
0.5L    :  68.17
    104.6    6.5   66.7   10.416   0.0   0.85e-3 32.0      8.8     0.116    0.413      0.00
  11144.2    7.2   63.2    189.0 0.035     107.4 2.93    24.00     0.116    2.722 
0.6L    :  81.80
    173.8    6.5   66.7   10.416   0.0   0.96e-3 32.4     90.7     0.182    0.413      0.00
  10946.2    7.2   63.2    189.0 0.059     102.4 2.79    24.00     0.116    1.597 
0.7L    :  95.43
    245.3    6.5   65.5   10.416  26.7   0.47e-3 30.6    118.1     0.226    0.496      0.00
   9750.9    7.2   61.9    189.0 0.076     127.7 3.55    24.00     0.116    1.518 
0.8L    : 109.06
    317.9    6.5   63.0   10.416  26.7  -0.04e-3 28.9    155.9     0.289    0.496      0.00
   7514.8    7.2   59.4    189.0 0.106     170.6 4.94    24.00     0.116    1.316 
0.9L    : 122.70
    393.0    6.5   66.8    8.680  26.7  -0.11e-3 28.6    217.4     0.375    0.620      0.00
   4203.8    7.2   63.3    189.0 0.125     192.6 5.24    24.00     0.116    1.326 
Critical: 130.32
    436.0    6.5   66.8    6.716  26.7  -0.11e-3 28.6    263.3     0.448    1.760      0.00
   1808.4    5.5   64.1    189.0 0.137     194.4 5.22    12.00     0.116    1.776 
Transfer: 133.33
    453.2    6.5   66.8    5.677  26.7  -0.05e-3 28.8    289.6     0.494    1.760      0.00
    832.8    4.7   64.5    189.0 0.142     187.2 5.00    12.00     0.116    1.718 
Bearing : 135.67
    466.4    6.5   66.8    1.258   5.9   6.00e-3 50.0    478.7     1.721    3.520      0.00
      0.0    1.1   66.3     41.9 0.149      33.6 0.87    12.00     0.116    1.675 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 2041.74
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    4.08
 
 
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
    466.4      7.82     66.85    1.07       66.31    24.00      0.300      1.855      0.000      3.520 
Transfer:      2.33
    453.2      7.81     66.85    4.74       64.48    24.00      0.300      1.853      0.000      1.760 
Critical:      5.34
    436.2      7.56     66.85    5.46       64.12    24.00      0.300      1.770      0.000      1.760 
0.1L    :     12.97
    393.0      6.90     66.85    7.16       63.27    24.00      0.300      1.551      0.000      0.620 
0.2L    :     26.60
    317.9      5.94     63.04    7.17       59.45    24.00      0.300      1.231      0.000      0.496 
0.3L    :     40.23
    245.3      4.40     65.51    7.18       61.92    24.00      0.300      0.717      0.000      0.496 
0.4L    :     53.87
    173.8      3.06     66.75    7.19       63.16    24.00      0.300      0.269      0.000      0.413 
0.5L    :     67.50
    104.6      1.84     66.75    7.19       63.16    24.00      0.300      0.000      0.000      0.413 
0.6L    :     81.13
    173.8      3.06     66.75    7.19       63.16    24.00      0.300      0.269      0.000      0.413 
0.7L    :     94.77
    245.3      4.40     65.51    7.18       61.92    24.00      0.300      0.717      0.000      0.496 
0.8L    :    108.40
    317.9      5.94     63.04    7.17       59.45    24.00      0.300      1.231      0.000      0.496 
0.9L    :    122.03
    393.0      6.90     66.85    7.16       63.27    24.00      0.300      1.551      0.000      0.620 
Critical:    129.66
    436.2      7.56     66.85    5.46       64.12    24.00      0.300      1.770      0.000      1.760 
Transfer:    132.66
    453.2      7.81     66.85    4.74       64.48    24.00      0.300      1.853      0.000      1.760 
Bearing :    135.00
    466.4      7.82     66.85    1.07       66.31    24.00      0.300      1.855      0.000      3.520 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 12.97 ft
Prestress      :       2.265  1.80      4.077  2.20      4.983
Self Wt.       :      -0.914  1.85     -1.691  2.40     -2.194
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          :       1.351            2.385            2.788
 
At 0.2 x L = 26.60 ft
Prestress      :       4.054  1.80      7.297  2.20      8.918
Self Wt.       :      -1.713  1.85     -3.169  2.40     -4.111
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          :       2.341            4.128            4.807
 
At 0.3 x L = 40.23 ft
Prestress      :       5.321  1.80      9.577  2.20     11.706
Self Wt.       :      -2.320  1.85     -4.292  2.40     -5.567
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          :       3.001            5.286            6.138
 
At 0.4 x L = 53.87 ft
Prestress      :       6.086  1.80     10.955  2.20     13.389
Self Wt.       :      -2.701  1.85     -4.997  2.40     -6.482
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          :       3.385            5.958            6.907
 
At 0.5 x L = 67.50 ft
Prestress      :       6.357  1.80     11.443  2.20     13.986
Self Wt.       :      -2.836  1.85     -5.247  2.40     -6.807
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          :       3.521            6.196            7.180
 
At 0.6 x L = 81.13 ft
Prestress      :       6.086  1.80     10.955  2.20     13.389
Self Wt.       :      -2.701  1.85     -4.997  2.40     -6.482
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          :       3.385            5.958            6.907
 
At 0.7 x L = 94.77 ft
Prestress      :       5.321  1.80      9.577  2.20     11.706
Self Wt.       :      -2.320  1.85     -4.292  2.40     -5.567
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          :       3.001            5.286            6.138
 
At 0.8 x L = 108.40 ft
Prestress      :       4.054  1.80      7.297  2.20      8.918
Self Wt.       :      -1.713  1.85     -3.169  2.40     -4.111
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          :       2.341            4.128            4.807
 
At 0.9 x L = 122.03 ft
Prestress      :       2.265  1.80      4.077  2.20      4.983
Self Wt.       :      -0.914  1.85     -1.691  2.40     -2.194
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          :       1.351            2.385            2.788
 

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
   837.4    58.6  6.812  262.8    5.6   4.74   8392.6  0.034T 1.00       -       -     -     -  
H/2     :   2.97
  1059.5    58.7  7.073  262.6    5.8   4.92   8709.7  0.033T 1.00       -       -     -     -  
0.1L    :  12.97
  4269.2    60.6 10.416  259.5    8.4   7.16  12833.4  0.022T 1.00   9745.1  5678.0    1.32    -  
0.2L    :  26.60
  7754.1    63.0 10.416  259.9    8.4   7.17  13410.4  0.022T 1.00   9803.8  9803.8    1.37    -  
0.3L    :  40.23
 10214.4    65.5 10.416  260.2    8.5   7.18  13987.6  0.022T 1.00  10029.4 10029.4    1.39    -  
0.4L    :  53.87
 11681.8    66.8 10.416  260.4    8.5   7.19  14276.3  0.022T 1.00  10109.8 10109.8    1.41    -  
0.5L    :  67.50
 12143.3    66.8 10.416  260.4    8.5   7.19  14276.3  0.022T 1.00  10035.8 10035.8    1.42    -  
0.6L    :  81.13
 11681.8    66.8 10.416  260.4    8.5   7.19  14276.3  0.022T 1.00  10109.8 10109.8    1.41    -  
0.7L    :  94.77
 10214.4    65.5 10.416  260.2    8.5   7.18  13987.6  0.022T 1.00  10029.4 10029.4    1.39    -  
0.8L    : 108.40
  7754.1    63.0 10.416  259.9    8.4   7.17  13410.4  0.022T 1.00   9803.8  9803.8    1.37    -  
0.9L    : 122.03
  4269.2    60.6 10.416  259.5    8.4   7.16  12833.4  0.022T 1.00   9745.1  5678.0    1.32    -  
H/2     : 132.03
  1059.5    58.7  7.073  262.6    5.8   4.92   8709.7  0.033T 1.00       -       -     -     -  
Transfer: 132.66
   837.4    58.6  6.812  262.8    5.6   4.74   8392.6  0.034T 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 1-24; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.085
        M   2.00 Fb     0.111
 
  2   2 E  60.00 Ft     0.383
        M   8.00 Fb     0.053
 
  3   2 E  58.00 Ft     0.668
        M   6.00 Fb     0.006
 
  4   2 E  56.00 Ft     0.939
        M   4.00 Fb    -0.030
 
  5   2 E  54.00 Ft     1.195
        M   2.00 Fb    -0.056
 
  6   2 E   8.00 Ft     1.158
        M   8.00 Fb     0.152
 
  7   2 E   8.00 Ft     1.121
        M   8.00 Fb     0.360
 
  8   2 E   6.00 Ft     1.070
        M   6.00 Fb     0.579
 
  9   2 E   6.00 Ft     1.019
        M   6.00 Fb     0.798
 
 10   2 E   6.00 Ft     0.969
        M   6.00 Fb     1.016
 
 11   2 E   6.00 Ft     0.918
        M   6.00 Fb     1.235
 
 12   2 E   6.00 Ft     0.867
        M   6.00 Fb     1.454
 
 13   2 E   6.00 Ft     0.816
        M   6.00 Fb     1.673
 
 14   2 E   4.00 Ft     0.751
        M   4.00 Fb     1.902
 
 15   2 E   4.00 Ft     0.687
        M   4.00 Fb     2.132
 
 16   2 E   4.00 Ft     0.622
        M   4.00 Fb     2.361
 
 17   2 E   4.00 Ft     0.557
        M   4.00 Fb     2.591
 
 18   2 E   4.00 Ft     0.493
        M   4.00 Fb     2.821
 
 19   2 E   4.00 Ft     0.428
        M   4.00 Fb     3.050
 
 20   2 E   2.00 Ft     0.350
        M   2.00 Fb     3.291
 
 21   2 E   2.00 Ft     0.271
        M   2.00 Fb     3.531
 
 22   2 E   2.00 Ft     0.193
        M   2.00 Fb     3.772
 
 23   2 E   2.00 Ft     0.114
        M   2.00 Fb     4.013
 
 24   2 E   2.00 Ft     0.036
        M   2.00 Fb     4.253
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 136.33            Release Length, ft: 136.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  48
No. of strands, Draped:   8           No. of strands, Straight:  40
Concrete Strength, f'ci:   7.0  ksi        f'c:   8.0 ksi  f'ct   4.0 ksi
Initial losses:  8.98 %               Final losses: 13.75 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.550       4.253     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.036       Trans
      Precast Top w/ reinf. (tension)      -0.635           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 14276.30    12143.28     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   0.958     Midspan    1.800   0.244     Midspan
    Pre.Top:   4.800   3.763     Midspan    3.600   3.152     Midspan
    Pre.Bot:   4.800   3.431    Transfer    3.600   3.546    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.537  -0.013     Bearing
    Pre.Bot:  -0.537  -0.392     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.200   1.939     Midspan
    Pre.Bot:                                                             3.200   1.701    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  67.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       6.357  1.80     11.443  2.20     13.986
Self Wt.       :      -2.836  1.85     -5.247  2.40     -6.807
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          :       3.521            6.196            7.180
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  135.00
     DC  Line       0.087      0.00       0.087  135.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    47.50 
      0.50    87.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 136.330 ft
Release length = 136.330 ft
Design  length = 135.000 ft
 
Kern points:
------------
Upper    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.711   (Calculated)    
Live Moment (1  lane  loaded)  : 0.478   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.148   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.919   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 3
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1505.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           982590 in4#
Ht. of c.g.           =        28.75 in             46.62 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7955

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    12.97    26.60    40.23    53.87    67.50
 
Precast: (At Release, using Ec =  5131.5 ksi )
  Area    , in2    817.9    854.8    854.8    854.8    854.8    854.8    854.8    854.8
  Yb      ,  in    28.55    27.86    27.85    27.75    27.61    27.47    27.40    27.40
  MI(Ixx) , in4   425350   434444   434611   437402   441684   446515   449136   449136
Composite: (At Final, using Ec =  5362.7 ksi )
  Area    , in2   1515.2   1550.2   1550.2   1550.2   1550.2   1550.2   1550.2   1550.2
  Yb      ,  in    46.40    45.63    45.63    45.58    45.51    45.44    45.40    45.40
  MI(Ixx) , in4   993746  1033030  1033372  1038923  1046956  1055523  1060007  1060007

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.00  ksi   
  Elasticity         =     5131.5 ksi   
  Max comp           =       4.55 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.63 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.00 ksi           4.00 ksi
  Elasticity         =    5362.70 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.80 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.60 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           =       3.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.54 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  48 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 47.72 ft from member end )
END PATTERN (Ycg = 13.17 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     4 @  8.000 in
     2 @ 54.000 in     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     4 @  8.000 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     =   10.42 in2      Initial Pull          =     2041.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.757 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.696 ft
Holddown Force        =  30.777 kips     Beam Shrtng (PL/AE)   =      0.761 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)       
---------------------------------------------------------------------------------------
      6546.981         740 4844.766     28.311 114659.461  1753.211     862.960        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     22.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.4167     41.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      41.1670     95.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      95.1631    113.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     113.9134    124.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     124.9134    129.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     129.4134    129.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     129.9550    134.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     134.9550    135.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     135.2050    135.4550     No
      2      US#6[M19]       60.00        0.88       3.00     135.4550    135.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     135.7050    135.9550     No
      2      US#6[M19]       60.00        0.88       3.00     135.9550    136.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     136.2050    136.3300     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 136.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 10.4160 in2       Ycg =  4.50 in
         P_init    =     2041.7 kips  Ecc = 24.25 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5132 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.61 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.171 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.75 ksi    0.00 ksi
    due to Composite Loads                                 -2.57 ksi    0.00 ksi
    due to Live Loads                                      -6.04 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                         7.50 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.80 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.61 ksi  ( 8.98 %)             9.34 ksi ( 4.77 %)
Total Prestress Losses                                    26.95 ksi (13.75 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.1 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   130.3   164.8   665.5  1212.6  1603.4  1837.8  1916.0
(Max)       V      56.8    54.8    54.3    45.9    34.4    22.9    11.5     0.0
DL-Prec.  : M       0.0    18.9    23.9    96.3   175.5   232.0   266.0   277.3
DC(Max)     V       8.2     7.9     7.9     6.6     5.0     3.3     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   141.5   179.1   723.1  1317.5  1742.1  1996.8  2081.8
Haunch (Max)V      61.7    59.5    59.0    49.8    37.4    24.9    12.5     0.0
Diaphragm : M       0.0     1.2     1.5     6.5    13.3    20.1    23.8    23.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    45.8    58.0   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.1    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    25.3    32.0   129.2   235.5   311.4   356.9   372.1
DW(Max)     V      11.0    10.6    10.5     8.9     6.7     4.5     2.2     0.0
LL + I    : M+      0.0   215.6   272.8  1096.2  1982.2  2597.1  2961.4  3067.8
            V     152.0   148.4   147.4   131.9    62.0    40.9    60.0    39.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   152.0   148.4   147.4   132.0   112.1    93.7    76.2    59.8
            M      -0.0   213.0   269.1  1058.8  1845.5  2332.3  2541.0  2496.9
Total     : M+      0.0   578.6   732.1  2951.0  5363.3  7070.4  8089.5  8413.1
            V     310.1   301.1   298.6   259.7   158.0   105.1    91.8    39.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   310.1   301.1   298.6   259.8   208.2   157.9   108.1    59.8
            M      -0.0   576.0   728.4  2913.6  5226.6  6805.5  7669.2  7842.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.03  132.66  135.00
Self wt.  : M    1837.8  1603.4  1212.6   665.5   164.8   130.3     0.0
(Max)       V      11.5    22.9    34.4    45.9    54.3    54.8    56.8
DL-Prec.  : M     266.0   232.0   175.5    96.3    23.9    18.9     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.9     7.9     8.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1996.8  1742.1  1317.5   723.1   179.1   141.5     0.0
Haunch (Max)V      12.5    24.9    37.4    49.8    59.0    59.5    61.7
Diaphragm : M      23.8    20.1    13.3     6.5     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     646.8   564.3   426.8   234.2    58.0    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.1    19.3    20.0
DL-Comp   : M     356.9   311.4   235.5   129.2    32.0    25.3     0.0
DW(Max)     V       2.2     4.5     6.7     8.9    10.5    10.6    11.0
LL + I    : M+   2961.4  2597.1  1982.2  1096.2   272.8   215.6     0.0
            V      60.0    40.9    62.0   131.9   147.4   148.4   152.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    76.2    93.7   112.1   132.0   147.4   148.4   152.0
            M    2541.0  2332.3  1845.5  1058.8   269.1   213.0    -0.0
Total     : M+   8089.5  7070.4  5363.3  2951.0   732.1   578.6     0.0
            V      91.8   105.1   158.0   259.7   298.6   301.1   310.1
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   108.1   157.9   208.2   259.8   298.6   301.1   310.1
            M    7669.2  6805.5  5226.6  2913.6   728.4   576.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               56.8             56.8
Deck+Haunch            61.7             61.7
Diaphragm               0.5              0.5
DL-Prec.(DC)            8.2              8.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           99.9             99.9
DL-Comp.(DW)           55.1             55.1
Live                  110.2            110.2
        Truck          67.0             67.0
        Lane           43.2             43.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   130.3   164.8   665.5  1212.6  1603.4  1837.8  1916.0
(Max)       V      56.8    54.8    54.3    45.9    34.4    22.9    11.5     0.0
DL-Prec.  : M       0.0    18.9    23.9    96.3   175.5   232.0   266.0   277.3
DC(Max)     V       8.2     7.9     7.9     6.6     5.0     3.3     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   141.5   179.1   723.1  1317.5  1742.1  1996.8  2081.8
Haunch (Max)V      61.7    59.5    59.0    49.8    37.4    24.9    12.5     0.0
Diaphragm : M       0.0     1.2     1.5     6.5    13.3    20.1    23.8    23.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    45.8    58.0   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.1    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    25.3    32.0   129.2   235.5   311.4   356.9   372.1
DW(Max)     V      11.0    10.6    10.5     8.9     6.7     4.5     2.2     0.0
LL + I    : M+      0.0   172.5   218.2   877.0  1585.7  2077.7  2369.1  2454.3
            V     121.6   118.7   117.9   105.5    49.6    32.8    48.0    31.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   121.6   118.7   117.9   105.6    89.7    74.9    61.0    47.8
            M      -0.0   170.4   215.3   847.1  1476.4  1865.8  2032.8  1997.5
Total     : M+      0.0   535.5   677.5  2731.8  4966.9  6551.0  7497.2  7799.5
            V     279.8   271.4   269.1   233.4   145.6    96.9    79.8    31.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   279.8   271.4   269.2   233.4   185.7   139.1    92.8    47.8
            M      -0.0   533.4   674.6  2701.9  4857.5  6339.1  7161.0  7342.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.03  132.66  135.00
Self wt.  : M    1837.8  1603.4  1212.6   665.5   164.8   130.3     0.0
(Max)       V      11.5    22.9    34.4    45.9    54.3    54.8    56.8
DL-Prec.  : M     266.0   232.0   175.5    96.3    23.9    18.9     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.9     7.9     8.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1996.8  1742.1  1317.5   723.1   179.1   141.5     0.0
Haunch (Max)V      12.5    24.9    37.4    49.8    59.0    59.5    61.7
Diaphragm : M      23.8    20.1    13.3     6.5     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     646.8   564.3   426.8   234.2    58.0    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.1    19.3    20.0
DL-Comp   : M     356.9   311.4   235.5   129.2    32.0    25.3     0.0
DW(Max)     V       2.2     4.5     6.7     8.9    10.5    10.6    11.0
LL + I    : M+   2369.1  2077.7  1585.7   877.0   218.2   172.5     0.0
            V      48.0    32.8    49.6   105.5   117.9   118.7   121.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.0    74.9    89.7   105.6   117.9   118.7   121.6
            M    2032.8  1865.8  1476.4   847.1   215.3   170.4    -0.0
Total     : M+   7497.2  6551.0  4966.9  2731.8   677.5   535.5     0.0
            V      79.8    96.9   145.6   233.4   269.1   271.4   279.8
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    92.8   139.1   185.7   233.4   269.2   271.4   279.8
            M    7161.0  6339.1  4857.5  2701.9   674.6   533.4    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   162.8   206.0   831.8  1515.7  2004.2  2297.3  2395.0
(Max)       V      71.0    68.5    67.8    57.3    43.0    28.7    14.3     0.0
Self wt.  : M       0.0   117.2   148.3   598.9  1091.3  1443.0  1654.1  1724.4
(Min)       V      51.1    49.3    48.8    41.3    31.0    20.6    10.3     0.0
DL-Prec.  : M       0.0    23.6    29.8   120.4   219.4   290.1   332.5   346.6
DC(Max)     V      10.3     9.9     9.8     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0    17.0    21.5    86.7   157.9   208.8   239.4   249.6
DC(Min)     V       7.4     7.1     7.1     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
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   176.9   223.9   903.8  1646.9  2177.6  2496.0  2602.2
Haunch (Max)V      77.1    74.4    73.7    62.3    46.7    31.1    15.6     0.0
Deck +    : M       0.0   127.4   161.2   650.7  1185.7  1567.9  1797.2  1873.6
Haunch (Min)V      55.5    53.6    53.1    44.8    33.6    22.4    11.2     0.0
Diaphragm : M       0.0     1.5     1.9     8.1    16.6    25.1    29.7    29.7
(Max)       V       0.6     0.6     0.6     0.6     0.6     0.6     0.0     0.0
Diaphragm : M       0.0     1.1     1.3     5.8    12.0    18.1    21.4    21.4
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    57.3    72.5   292.8   533.5   705.4   808.5   842.9
DC(Max)     V      25.0    24.1    23.9    20.2    15.1    10.1     5.0     0.0
DL-Comp   : M       0.0    41.3    52.2   210.8   384.1   507.9   582.1   606.9
DC(Min)     V      18.0    17.4    17.2    14.5    10.9     7.3     3.6     0.0
DL-Comp   : M       0.0    37.9    48.0   193.9   353.2   467.1   535.4   558.1
DW(Max)     V      16.5    16.0    15.8    13.4    10.0     6.7     3.3     0.0
DL-Comp   : M       0.0    16.4    20.8    84.0   153.1   202.4   232.0   241.9
DW(Min)     V       7.2     6.9     6.9     5.8     4.3     2.9     1.4     0.0
LL + I    : M+      0.0   377.4   477.4  1918.4  3468.8  4544.9  5182.4  5368.7
            V     266.0   259.6   257.9   230.7   108.4    71.7   105.0    68.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   266.0   259.6   257.9   230.9   196.2   163.9   133.4   104.6
            M      -0.0   372.8   471.0  1853.0  3229.6  4081.4  4446.8  4369.6
Total     : M+      0.0   837.4  1059.5  4269.2  7754.1 10214.4 11681.8 12143.3
            V     466.4   453.2   449.6   392.8   230.2   153.0   145.3    68.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   466.4   453.2   449.6   393.0   317.9   245.3   173.8   104.6
            M      -0.0   832.8  1053.1  4203.8  7514.8  9750.9 10946.2 11144.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.03  132.66  135.00
Self wt.  : M    2297.3  2004.2  1515.7   831.8   206.0   162.8     0.0
(Max)       V      14.3    28.7    43.0    57.3    67.8    68.5    71.0
Self wt.  : M    1654.1  1443.0  1091.3   598.9   148.3   117.2     0.0
(Min)       V      10.3    20.6    31.0    41.3    48.8    49.3    51.1
DL-Prec.  : M     332.5   290.1   219.4   120.4    29.8    23.6     0.0
DC(Max)     V       2.1     4.1     6.2     8.3     9.8     9.9    10.3
DL-Prec.  : M     239.4   208.8   157.9    86.7    21.5    17.0     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     7.1     7.1     7.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2496.0  2177.6  1646.9   903.8   223.9   176.9     0.0
Haunch (Max)V      15.6    31.1    46.7    62.3    73.7    74.4    77.1
Deck +    : M    1797.2  1567.9  1185.7   650.7   161.2   127.4     0.0
Haunch (Min)V      11.2    22.4    33.6    44.8    53.1    53.6    55.5
Diaphragm : M      29.7    25.1    16.6     8.1     1.9     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      21.4    18.1    12.0     5.8     1.3     1.1     0.0
(Min)       V       0.0     0.4     0.4     0.4     0.4     0.4     0.4
DL-Comp   : M     808.5   705.4   533.5   292.8    72.5    57.3     0.0
DC(Max)     V       5.0    10.1    15.1    20.2    23.9    24.1    25.0
DL-Comp   : M     582.1   507.9   384.1   210.8    52.2    41.3     0.0
DC(Min)     V       3.6     7.3    10.9    14.5    17.2    17.4    18.0
DL-Comp   : M     535.4   467.1   353.2   193.9    48.0    37.9     0.0
DW(Max)     V       3.3     6.7    10.0    13.4    15.8    16.0    16.5
DL-Comp   : M     232.0   202.4   153.1    84.0    20.8    16.4     0.0
DW(Min)     V       1.4     2.9     4.3     5.8     6.9     6.9     7.2
LL + I    : M+   5182.4  4544.9  3468.8  1918.4   477.4   377.4     0.0
            V     105.0    71.7   108.4   230.7   257.9   259.6   266.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   133.4   163.9   196.2   230.9   257.9   259.6   266.0
            M    4446.8  4081.4  3229.6  1853.0   471.0   372.8    -0.0
Total     : M+  11681.8 10214.4  7754.1  4269.2  1059.5   837.4     0.0
            V     145.3   153.0   230.2   392.8   449.6   453.2   466.4
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   173.8   245.3   317.9   393.0   449.6   453.2   466.4
            M   10946.2  9750.9  7514.8  4203.8  1053.1   832.8    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               71.0             71.0
Deck+Haunch            77.1             77.1
Diaphragm               0.6              0.6
DL-Prec.(DC)           10.3             10.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          124.9            124.9
DL-Comp.(DW)           82.7             82.7
Live                  192.9            192.9
        Truck         117.3            117.3
        Lane           75.6             75.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   130.3   164.8   665.5  1212.6  1603.4  1837.8  1916.0
(Max)       V      56.8    54.8    54.3    45.9    34.4    22.9    11.5     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    18.9    23.9    96.3   175.5   232.0   266.0   277.3
DC(Max)     V       8.2     7.9     7.9     6.6     5.0     3.3     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   141.5   179.1   723.1  1317.5  1742.1  1996.8  2081.8
Haunch (Max)V      61.7    59.5    59.0    49.8    37.4    24.9    12.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     1.2     1.5     6.5    13.3    20.1    23.8    23.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
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    45.8    58.0   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.1    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    25.3    32.0   129.2   235.5   311.4   356.9   372.1
DW(Max)     V      11.0    10.6    10.5     8.9     6.7     4.5     2.2     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   136.2   172.2   686.6  1224.2  1600.5  1804.8  1820.4
            V     115.1   112.8   112.1   101.8    88.5    66.8    53.5    40.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   115.1   112.8   112.1   101.8    88.5    75.2    61.9    48.6
            M       0.0   136.2   172.2   686.6  1224.2  1573.2  1733.5  1705.1
Total     : M+      0.0   499.2   631.5  2541.3  4605.3  6073.8  6933.0  7165.7
            V     273.3   265.5   263.3   229.7   184.6   131.0    85.3    40.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   273.3   265.5   263.3   229.7   184.6   139.4    93.7    48.6
            M       0.0   499.2   631.5  2541.3  4605.3  6046.5  6861.7  7050.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.03  132.66  135.00
Self wt.  : M    1837.8  1603.4  1212.6   665.5   164.8   130.3     0.0
(Max)       V      11.5    22.9    34.4    45.9    54.3    54.8    56.8
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     266.0   232.0   175.5    96.3    23.9    18.9     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.9     7.9     8.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1996.8  1742.1  1317.5   723.1   179.1   141.5     0.0
Haunch (Max)V      12.5    24.9    37.4    49.8    59.0    59.5    61.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      23.8    20.1    13.3     6.5     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
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     646.8   564.3   426.8   234.2    58.0    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.1    19.3    20.0
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     356.9   311.4   235.5   129.2    32.0    25.3     0.0
DW(Max)     V       2.2     4.5     6.7     8.9    10.5    10.6    11.0
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+   1804.8  1600.5  1224.2   686.6   172.2   136.2     0.0
            V      53.5    66.8    88.5   101.8   112.1   112.8   115.1
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    61.9    75.2    88.5   101.8   112.1   112.8   115.1
            M    1733.5  1573.2  1224.2   686.6   172.2   136.2     0.0
Total     : M+   6933.0  6073.8  4605.3  2541.3   631.5   499.2     0.0
            V      85.3   131.0   184.6   229.7   263.3   265.5   273.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    93.7   139.4   184.6   229.7   263.3   265.5   273.3
            M    6861.7  6046.5  4605.3  2541.3   631.5   499.2     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.63   27.27   40.90   54.53   68.17   47.72
 
Beam-Self
Precast-top    0.163   0.680   1.202   1.567   1.784   1.858   1.693 
Bottom        -0.129  -0.535  -0.938  -1.212  -1.373  -1.431  -1.307 
 
Prestress
Precast-top   -0.128  -0.418  -0.785  -1.142  -1.318  -1.318  -1.318 
Bottom         4.383   4.598   4.864   5.119   5.242   5.242   5.242 
 
Total
Precast-top    0.036   0.262   0.418   0.425   0.466   0.540   0.376 
Bottom         4.253   4.062   3.926   3.907   3.868   3.811   3.935 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.11 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
 
Prestress
Precast-top   -0.013  -0.111  -0.126  -0.364  -0.682  -0.993  -1.145  -1.145
Bottom         0.890   3.808   3.819   3.995   4.226   4.448   4.554   4.554
 
Self wt.
Precast-top   -0.000   0.126   0.160   0.644   1.166   1.531   1.748   1.822
Bottom        -0.000  -0.100  -0.127  -0.507  -0.910  -1.184  -1.346  -1.403
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.023   0.093   0.169   0.222   0.253   0.264
Bottom        -0.000  -0.015  -0.018  -0.073  -0.132  -0.171  -0.195  -0.203
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.006   0.013   0.019   0.023   0.023
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.015  -0.017  -0.017
 
Deck + Haunch
Precast-top   -0.000   0.137   0.174   0.699   1.267   1.663   1.899   1.980
Bottom        -0.000  -0.109  -0.138  -0.550  -0.988  -1.286  -1.462  -1.524
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.014   0.055   0.100   0.132   0.151   0.157
Precast-top   -0.000   0.009   0.012   0.047   0.086   0.113   0.129   0.134
Bottom        -0.000  -0.024  -0.031  -0.123  -0.223  -0.291  -0.332  -0.347
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.030   0.055   0.073   0.083   0.087
Precast-top   -0.000   0.005   0.006   0.026   0.047   0.062   0.071   0.074
Bottom        -0.000  -0.013  -0.017  -0.068  -0.123  -0.161  -0.183  -0.191
 
LL+I(+)
Topping-top   -0.000   0.051   0.065   0.259   0.465   0.606   0.689   0.714
Precast-top   -0.000   0.043   0.055   0.221   0.397   0.519   0.590   0.611
Bottom        -0.000  -0.114  -0.145  -0.577  -1.034  -1.342  -1.522  -1.577
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.068   0.086   0.344   0.621   0.811   0.923   0.958 
Precast-top   -0.013   0.230   0.306   1.373   2.463   3.136   3.568   3.763 
Bottom         0.890   3.431   3.343   2.091   0.807  -0.002  -0.503  -0.708 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.021   0.086   0.155   0.204   0.234   0.244 
Precast-top   -0.013   0.187   0.251   1.152   2.065   2.617   2.977   3.152 
Bottom         0.890   3.546   3.488   2.668   1.841   1.339   1.019   0.869 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.63   27.27   40.90   54.53   68.17   47.72
 
Beam-Self
Precast-top    0.163   0.680   1.202   1.567   1.784   1.858   1.693 
Bottom        -0.129  -0.535  -0.938  -1.212  -1.373  -1.431  -1.307 
 
Prestress
Precast-top   -0.128  -0.418  -0.785  -1.142  -1.318  -1.318  -1.318 
Bottom         4.383   4.598   4.864   5.119   5.242   5.242   5.242 
 
Total
Precast-top    0.036   0.262   0.418   0.425   0.466   0.540   0.376 
Bottom         4.253   4.062   3.926   3.907   3.868   3.811   3.935 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.11 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
 
Prestress
Precast-top   -0.013  -0.111  -0.126  -0.364  -0.682  -0.993  -1.145  -1.145
Bottom         0.890   3.808   3.819   3.995   4.226   4.448   4.554   4.554
 
Self wt.
Precast-top   -0.000   0.126   0.160   0.644   1.166   1.531   1.748   1.822
Bottom        -0.000  -0.100  -0.127  -0.507  -0.910  -1.184  -1.346  -1.403
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.023   0.093   0.169   0.222   0.253   0.264
Bottom        -0.000  -0.015  -0.018  -0.073  -0.132  -0.171  -0.195  -0.203
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.006   0.013   0.019   0.023   0.023
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.015  -0.017  -0.017
 
Deck + Haunch
Precast-top   -0.000   0.137   0.174   0.699   1.267   1.663   1.899   1.980
Bottom        -0.000  -0.109  -0.138  -0.550  -0.988  -1.286  -1.462  -1.524
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.014   0.055   0.100   0.132   0.151   0.157
Precast-top   -0.000   0.009   0.012   0.047   0.086   0.113   0.129   0.134
Bottom        -0.000  -0.024  -0.031  -0.123  -0.223  -0.291  -0.332  -0.347
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.030   0.055   0.073   0.083   0.087
Precast-top   -0.000   0.005   0.006   0.026   0.047   0.062   0.071   0.074
Bottom        -0.000  -0.013  -0.017  -0.068  -0.123  -0.161  -0.183  -0.191
 
LL+I(+)
Topping-top   -0.000   0.041   0.052   0.207   0.372   0.485   0.552   0.571
Precast-top   -0.000   0.035   0.044   0.176   0.318   0.415   0.472   0.489
Bottom        -0.000  -0.091  -0.116  -0.462  -0.827  -1.073  -1.218  -1.261
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.058   0.073   0.293   0.528   0.690   0.785   0.815 
Precast-top   -0.013   0.222   0.295   1.328   2.383   3.032   3.450   3.641 
Bottom         0.890   3.454   3.372   2.207   1.014   0.266  -0.199  -0.392 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
F_LL+I(+)
Topping-top   -0.000   0.032   0.041   0.162   0.287   0.374   0.420   0.424
Precast-top   -0.000   0.027   0.035   0.138   0.245   0.320   0.360   0.363
Bottom        -0.000  -0.072  -0.091  -0.361  -0.639  -0.827  -0.928  -0.936
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.051   0.205   0.365   0.476   0.537   0.546 
Precast-top   -0.006   0.121   0.160   0.714   1.278   1.628   1.848   1.939 
Bottom         0.445   1.701   1.653   0.973   0.282  -0.157  -0.418  -0.501 
 

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
    466.4    6.5   66.8    1.258   5.9   6.00e-3 50.0    478.7     1.721    3.520      0.00
      0.0    1.1   66.3     41.9 0.149      33.6 0.87    12.00     0.116    1.675 
Transfer:   3.00
    453.2    6.5   66.8    5.677  26.7  -0.05e-3 28.8    289.6     0.494    1.760      0.00
    832.8    4.7   64.5    189.0 0.142     187.2 5.00    12.00     0.116    1.718 
Critical:   6.01
    436.0    6.5   66.8    6.716  26.7  -0.11e-3 28.6    263.3     0.448    1.760      0.00
   1808.4    5.5   64.1    189.0 0.137     194.4 5.22    12.00     0.116    1.776 
0.1L    :  13.63
    393.0    6.5   66.8    8.680  26.7  -0.11e-3 28.6    217.4     0.375    0.620      0.00
   4203.8    7.2   63.3    189.0 0.125     192.6 5.24    24.00     0.116    1.326 
0.2L    :  27.27
    317.9    6.5   63.0   10.416  26.7  -0.04e-3 28.9    155.9     0.289    0.496      0.00
   7514.8    7.2   59.4    189.0 0.106     170.6 4.94    24.00     0.116    1.316 
0.3L    :  40.90
    245.3    6.5   65.5   10.416  26.7   0.47e-3 30.6    118.1     0.226    0.496      0.00
   9750.9    7.2   61.9    189.0 0.076     127.7 3.55    24.00     0.116    1.518 
0.4L    :  54.53
    173.8    6.5   66.7   10.416   0.0   0.96e-3 32.4     90.7     0.182    0.413      0.00
  10946.2    7.2   63.2    189.0 0.059     102.4 2.79    24.00     0.116    1.597 
0.5L    :  68.17
    104.6    6.5   66.7   10.416   0.0   0.85e-3 32.0      8.8     0.116    0.413      0.00
  11144.2    7.2   63.2    189.0 0.035     107.4 2.93    24.00     0.116    2.722 
0.6L    :  81.80
    173.8    6.5   66.7   10.416   0.0   0.96e-3 32.4     90.7     0.182    0.413      0.00
  10946.2    7.2   63.2    189.0 0.059     102.4 2.79    24.00     0.116    1.597 
0.7L    :  95.43
    245.3    6.5   65.5   10.416  26.7   0.47e-3 30.6    118.1     0.226    0.496      0.00
   9750.9    7.2   61.9    189.0 0.076     127.7 3.55    24.00     0.116    1.518 
0.8L    : 109.06
    317.9    6.5   63.0   10.416  26.7  -0.04e-3 28.9    155.9     0.289    0.496      0.00
   7514.8    7.2   59.4    189.0 0.106     170.6 4.94    24.00     0.116    1.316 
0.9L    : 122.70
    393.0    6.5   66.8    8.680  26.7  -0.11e-3 28.6    217.4     0.375    0.620      0.00
   4203.8    7.2   63.3    189.0 0.125     192.6 5.24    24.00     0.116    1.326 
Critical: 130.32
    436.0    6.5   66.8    6.716  26.7  -0.11e-3 28.6    263.3     0.448    1.760      0.00
   1808.4    5.5   64.1    189.0 0.137     194.4 5.22    12.00     0.116    1.776 
Transfer: 133.33
    453.2    6.5   66.8    5.677  26.7  -0.05e-3 28.8    289.6     0.494    1.760      0.00
    832.8    4.7   64.5    189.0 0.142     187.2 5.00    12.00     0.116    1.718 
Bearing : 135.67
    466.4    6.5   66.8    1.258   5.9   6.00e-3 50.0    478.7     1.721    3.520      0.00
      0.0    1.1   66.3     41.9 0.149      33.6 0.87    12.00     0.116    1.675 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 2041.74
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    4.08
 
 
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
    466.4      7.82     66.85    1.07       66.31    24.00      0.300      1.855      0.000      3.520 
Transfer:      2.33
    453.2      7.81     66.85    4.74       64.48    24.00      0.300      1.853      0.000      1.760 
Critical:      5.34
    436.2      7.56     66.85    5.46       64.12    24.00      0.300      1.770      0.000      1.760 
0.1L    :     12.97
    393.0      6.90     66.85    7.16       63.27    24.00      0.300      1.551      0.000      0.620 
0.2L    :     26.60
    317.9      5.94     63.04    7.17       59.45    24.00      0.300      1.231      0.000      0.496 
0.3L    :     40.23
    245.3      4.40     65.51    7.18       61.92    24.00      0.300      0.717      0.000      0.496 
0.4L    :     53.87
    173.8      3.06     66.75    7.19       63.16    24.00      0.300      0.269      0.000      0.413 
0.5L    :     67.50
    104.6      1.84     66.75    7.19       63.16    24.00      0.300      0.000      0.000      0.413 
0.6L    :     81.13
    173.8      3.06     66.75    7.19       63.16    24.00      0.300      0.269      0.000      0.413 
0.7L    :     94.77
    245.3      4.40     65.51    7.18       61.92    24.00      0.300      0.717      0.000      0.496 
0.8L    :    108.40
    317.9      5.94     63.04    7.17       59.45    24.00      0.300      1.231      0.000      0.496 
0.9L    :    122.03
    393.0      6.90     66.85    7.16       63.27    24.00      0.300      1.551      0.000      0.620 
Critical:    129.66
    436.2      7.56     66.85    5.46       64.12    24.00      0.300      1.770      0.000      1.760 
Transfer:    132.66
    453.2      7.81     66.85    4.74       64.48    24.00      0.300      1.853      0.000      1.760 
Bearing :    135.00
    466.4      7.82     66.85    1.07       66.31    24.00      0.300      1.855      0.000      3.520 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 12.97 ft
Prestress      :       2.265  1.80      4.077  2.20      4.983
Self Wt.       :      -0.914  1.85     -1.691  2.40     -2.194
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          :       1.351            2.385            2.788
 
At 0.2 x L = 26.60 ft
Prestress      :       4.054  1.80      7.297  2.20      8.918
Self Wt.       :      -1.713  1.85     -3.169  2.40     -4.111
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          :       2.341            4.128            4.807
 
At 0.3 x L = 40.23 ft
Prestress      :       5.321  1.80      9.577  2.20     11.706
Self Wt.       :      -2.320  1.85     -4.292  2.40     -5.567
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          :       3.001            5.286            6.138
 
At 0.4 x L = 53.87 ft
Prestress      :       6.086  1.80     10.955  2.20     13.389
Self Wt.       :      -2.701  1.85     -4.997  2.40     -6.482
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          :       3.385            5.958            6.907
 
At 0.5 x L = 67.50 ft
Prestress      :       6.357  1.80     11.443  2.20     13.986
Self Wt.       :      -2.836  1.85     -5.247  2.40     -6.807
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          :       3.521            6.196            7.180
 
At 0.6 x L = 81.13 ft
Prestress      :       6.086  1.80     10.955  2.20     13.389
Self Wt.       :      -2.701  1.85     -4.997  2.40     -6.482
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          :       3.385            5.958            6.907
 
At 0.7 x L = 94.77 ft
Prestress      :       5.321  1.80      9.577  2.20     11.706
Self Wt.       :      -2.320  1.85     -4.292  2.40     -5.567
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          :       3.001            5.286            6.138
 
At 0.8 x L = 108.40 ft
Prestress      :       4.054  1.80      7.297  2.20      8.918
Self Wt.       :      -1.713  1.85     -3.169  2.40     -4.111
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          :       2.341            4.128            4.807
 
At 0.9 x L = 122.03 ft
Prestress      :       2.265  1.80      4.077  2.20      4.983
Self Wt.       :      -0.914  1.85     -1.691  2.40     -2.194
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          :       1.351            2.385            2.788
 

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
   837.4    58.6  6.812  262.8    5.6   4.74   8392.6  0.034T 1.00       -       -     -     -  
H/2     :   2.97
  1059.5    58.7  7.073  262.6    5.8   4.92   8709.7  0.033T 1.00       -       -     -     -  
0.1L    :  12.97
  4269.2    60.6 10.416  259.5    8.4   7.16  12833.4  0.022T 1.00   9745.1  5678.0    1.32    -  
0.2L    :  26.60
  7754.1    63.0 10.416  259.9    8.4   7.17  13410.4  0.022T 1.00   9803.8  9803.8    1.37    -  
0.3L    :  40.23
 10214.4    65.5 10.416  260.2    8.5   7.18  13987.6  0.022T 1.00  10029.4 10029.4    1.39    -  
0.4L    :  53.87
 11681.8    66.8 10.416  260.4    8.5   7.19  14276.3  0.022T 1.00  10109.8 10109.8    1.41    -  
0.5L    :  67.50
 12143.3    66.8 10.416  260.4    8.5   7.19  14276.3  0.022T 1.00  10035.8 10035.8    1.42    -  
0.6L    :  81.13
 11681.8    66.8 10.416  260.4    8.5   7.19  14276.3  0.022T 1.00  10109.8 10109.8    1.41    -  
0.7L    :  94.77
 10214.4    65.5 10.416  260.2    8.5   7.18  13987.6  0.022T 1.00  10029.4 10029.4    1.39    -  
0.8L    : 108.40
  7754.1    63.0 10.416  259.9    8.4   7.17  13410.4  0.022T 1.00   9803.8  9803.8    1.37    -  
0.9L    : 122.03
  4269.2    60.6 10.416  259.5    8.4   7.16  12833.4  0.022T 1.00   9745.1  5678.0    1.32    -  
H/2     : 132.03
  1059.5    58.7  7.073  262.6    5.8   4.92   8709.7  0.033T 1.00       -       -     -     -  
Transfer: 132.66
   837.4    58.6  6.812  262.8    5.6   4.74   8392.6  0.034T 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 1-24; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.085
        M   2.00 Fb     0.111
 
  2   2 E  60.00 Ft     0.383
        M   8.00 Fb     0.053
 
  3   2 E  58.00 Ft     0.668
        M   6.00 Fb     0.006
 
  4   2 E  56.00 Ft     0.939
        M   4.00 Fb    -0.030
 
  5   2 E  54.00 Ft     1.195
        M   2.00 Fb    -0.056
 
  6   2 E   8.00 Ft     1.158
        M   8.00 Fb     0.152
 
  7   2 E   8.00 Ft     1.121
        M   8.00 Fb     0.360
 
  8   2 E   6.00 Ft     1.070
        M   6.00 Fb     0.579
 
  9   2 E   6.00 Ft     1.019
        M   6.00 Fb     0.798
 
 10   2 E   6.00 Ft     0.969
        M   6.00 Fb     1.016
 
 11   2 E   6.00 Ft     0.918
        M   6.00 Fb     1.235
 
 12   2 E   6.00 Ft     0.867
        M   6.00 Fb     1.454
 
 13   2 E   6.00 Ft     0.816
        M   6.00 Fb     1.673
 
 14   2 E   4.00 Ft     0.751
        M   4.00 Fb     1.902
 
 15   2 E   4.00 Ft     0.687
        M   4.00 Fb     2.132
 
 16   2 E   4.00 Ft     0.622
        M   4.00 Fb     2.361
 
 17   2 E   4.00 Ft     0.557
        M   4.00 Fb     2.591
 
 18   2 E   4.00 Ft     0.493
        M   4.00 Fb     2.821
 
 19   2 E   4.00 Ft     0.428
        M   4.00 Fb     3.050
 
 20   2 E   2.00 Ft     0.350
        M   2.00 Fb     3.291
 
 21   2 E   2.00 Ft     0.271
        M   2.00 Fb     3.531
 
 22   2 E   2.00 Ft     0.193
        M   2.00 Fb     3.772
 
 23   2 E   2.00 Ft     0.114
        M   2.00 Fb     4.013
 
 24   2 E   2.00 Ft     0.036
        M   2.00 Fb     4.253
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 136.33            Release Length, ft: 136.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  48
No. of strands, Draped:   8           No. of strands, Straight:  40
Concrete Strength, f'ci:   7.0  ksi        f'c:   8.0 ksi  f'ct   4.0 ksi
Initial losses:  8.98 %               Final losses: 13.75 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.550       4.253     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.036       Trans
      Precast Top w/ reinf. (tension)      -0.635           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 14276.30    12143.28     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   0.958     Midspan    1.800   0.244     Midspan
    Pre.Top:   4.800   3.763     Midspan    3.600   3.152     Midspan
    Pre.Bot:   4.800   3.431    Transfer    3.600   3.546    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.537  -0.013     Bearing
    Pre.Bot:  -0.537  -0.392     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.200   1.939     Midspan
    Pre.Bot:                                                             3.200   1.701    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  67.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       6.357  1.80     11.443  2.20     13.986
Self Wt.       :      -2.836  1.85     -5.247  2.40     -6.807
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          :       3.521            6.196            7.180
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  135.00
     DC  Line       0.087      0.00       0.087  135.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    47.50 
      0.50    87.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 136.330 ft
Release length = 136.330 ft
Design  length = 135.000 ft
 
Kern points:
------------
Upper    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.711   (Calculated)    
Live Moment (1  lane  loaded)  : 0.478   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.148   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.919   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 4
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1505.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           982590 in4#
Ht. of c.g.           =        28.75 in             46.62 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7955

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    12.97    26.60    40.23    53.87    67.50
 
Precast: (At Release, using Ec =  5131.5 ksi )
  Area    , in2    817.9    854.8    854.8    854.8    854.8    854.8    854.8    854.8
  Yb      ,  in    28.55    27.86    27.85    27.75    27.61    27.47    27.40    27.40
  MI(Ixx) , in4   425350   434444   434611   437402   441684   446515   449136   449136
Composite: (At Final, using Ec =  5362.7 ksi )
  Area    , in2   1515.2   1550.2   1550.2   1550.2   1550.2   1550.2   1550.2   1550.2
  Yb      ,  in    46.40    45.63    45.63    45.58    45.51    45.44    45.40    45.40
  MI(Ixx) , in4   993746  1033030  1033372  1038923  1046956  1055523  1060007  1060007

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.00  ksi   
  Elasticity         =     5131.5 ksi   
  Max comp           =       4.55 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.63 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.00 ksi           4.00 ksi
  Elasticity         =    5362.70 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.80 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.60 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           =       3.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.54 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  48 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 47.72 ft from member end )
END PATTERN (Ycg = 13.17 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     4 @  8.000 in
     2 @ 54.000 in     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     4 @  8.000 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     =   10.42 in2      Initial Pull          =     2041.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.757 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.696 ft
Holddown Force        =  30.777 kips     Beam Shrtng (PL/AE)   =      0.761 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)       
---------------------------------------------------------------------------------------
      6546.981         740 4844.766     28.311 114659.461  1753.211     862.960        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     22.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.4167     41.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      41.1670     95.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      95.1631    113.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     113.9134    124.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     124.9134    129.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     129.4134    129.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     129.9550    134.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     134.9550    135.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     135.2050    135.4550     No
      2      US#6[M19]       60.00        0.88       3.00     135.4550    135.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     135.7050    135.9550     No
      2      US#6[M19]       60.00        0.88       3.00     135.9550    136.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     136.2050    136.3300     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 136.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 10.4160 in2       Ycg =  4.50 in
         P_init    =     2041.7 kips  Ecc = 24.25 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5132 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.61 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.171 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.75 ksi    0.00 ksi
    due to Composite Loads                                 -2.57 ksi    0.00 ksi
    due to Live Loads                                      -6.04 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                         7.50 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.80 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.61 ksi  ( 8.98 %)             9.34 ksi ( 4.77 %)
Total Prestress Losses                                    26.95 ksi (13.75 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.1 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   130.3   164.8   665.5  1212.6  1603.4  1837.8  1916.0
(Max)       V      56.8    54.8    54.3    45.9    34.4    22.9    11.5     0.0
DL-Prec.  : M       0.0    18.9    23.9    96.3   175.5   232.0   266.0   277.3
DC(Max)     V       8.2     7.9     7.9     6.6     5.0     3.3     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   141.5   179.1   723.1  1317.5  1742.1  1996.8  2081.8
Haunch (Max)V      61.7    59.5    59.0    49.8    37.4    24.9    12.5     0.0
Diaphragm : M       0.0     1.2     1.5     6.5    13.3    20.1    23.8    23.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    45.8    58.0   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.1    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    25.3    32.0   129.2   235.5   311.4   356.9   372.1
DW(Max)     V      11.0    10.6    10.5     8.9     6.7     4.5     2.2     0.0
LL + I    : M+      0.0   215.6   272.8  1096.2  1982.2  2597.1  2961.4  3067.8
            V     152.0   148.4   147.4   131.9    62.0    40.9    60.0    39.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   152.0   148.4   147.4   132.0   112.1    93.7    76.2    59.8
            M      -0.0   213.0   269.1  1058.8  1845.5  2332.3  2541.0  2496.9
Total     : M+      0.0   578.6   732.1  2951.0  5363.3  7070.4  8089.5  8413.1
            V     310.1   301.1   298.6   259.7   158.0   105.1    91.8    39.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   310.1   301.1   298.6   259.8   208.2   157.9   108.1    59.8
            M      -0.0   576.0   728.4  2913.6  5226.6  6805.5  7669.2  7842.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.03  132.66  135.00
Self wt.  : M    1837.8  1603.4  1212.6   665.5   164.8   130.3     0.0
(Max)       V      11.5    22.9    34.4    45.9    54.3    54.8    56.8
DL-Prec.  : M     266.0   232.0   175.5    96.3    23.9    18.9     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.9     7.9     8.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1996.8  1742.1  1317.5   723.1   179.1   141.5     0.0
Haunch (Max)V      12.5    24.9    37.4    49.8    59.0    59.5    61.7
Diaphragm : M      23.8    20.1    13.3     6.5     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     646.8   564.3   426.8   234.2    58.0    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.1    19.3    20.0
DL-Comp   : M     356.9   311.4   235.5   129.2    32.0    25.3     0.0
DW(Max)     V       2.2     4.5     6.7     8.9    10.5    10.6    11.0
LL + I    : M+   2961.4  2597.1  1982.2  1096.2   272.8   215.6     0.0
            V      60.0    40.9    62.0   131.9   147.4   148.4   152.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    76.2    93.7   112.1   132.0   147.4   148.4   152.0
            M    2541.0  2332.3  1845.5  1058.8   269.1   213.0    -0.0
Total     : M+   8089.5  7070.4  5363.3  2951.0   732.1   578.6     0.0
            V      91.8   105.1   158.0   259.7   298.6   301.1   310.1
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   108.1   157.9   208.2   259.8   298.6   301.1   310.1
            M    7669.2  6805.5  5226.6  2913.6   728.4   576.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               56.8             56.8
Deck+Haunch            61.7             61.7
Diaphragm               0.5              0.5
DL-Prec.(DC)            8.2              8.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           99.9             99.9
DL-Comp.(DW)           55.1             55.1
Live                  110.2            110.2
        Truck          67.0             67.0
        Lane           43.2             43.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   130.3   164.8   665.5  1212.6  1603.4  1837.8  1916.0
(Max)       V      56.8    54.8    54.3    45.9    34.4    22.9    11.5     0.0
DL-Prec.  : M       0.0    18.9    23.9    96.3   175.5   232.0   266.0   277.3
DC(Max)     V       8.2     7.9     7.9     6.6     5.0     3.3     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   141.5   179.1   723.1  1317.5  1742.1  1996.8  2081.8
Haunch (Max)V      61.7    59.5    59.0    49.8    37.4    24.9    12.5     0.0
Diaphragm : M       0.0     1.2     1.5     6.5    13.3    20.1    23.8    23.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    45.8    58.0   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.1    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    25.3    32.0   129.2   235.5   311.4   356.9   372.1
DW(Max)     V      11.0    10.6    10.5     8.9     6.7     4.5     2.2     0.0
LL + I    : M+      0.0   172.5   218.2   877.0  1585.7  2077.7  2369.1  2454.3
            V     121.6   118.7   117.9   105.5    49.6    32.8    48.0    31.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   121.6   118.7   117.9   105.6    89.7    74.9    61.0    47.8
            M      -0.0   170.4   215.3   847.1  1476.4  1865.8  2032.8  1997.5
Total     : M+      0.0   535.5   677.5  2731.8  4966.9  6551.0  7497.2  7799.5
            V     279.8   271.4   269.1   233.4   145.6    96.9    79.8    31.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   279.8   271.4   269.2   233.4   185.7   139.1    92.8    47.8
            M      -0.0   533.4   674.6  2701.9  4857.5  6339.1  7161.0  7342.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.03  132.66  135.00
Self wt.  : M    1837.8  1603.4  1212.6   665.5   164.8   130.3     0.0
(Max)       V      11.5    22.9    34.4    45.9    54.3    54.8    56.8
DL-Prec.  : M     266.0   232.0   175.5    96.3    23.9    18.9     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.9     7.9     8.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1996.8  1742.1  1317.5   723.1   179.1   141.5     0.0
Haunch (Max)V      12.5    24.9    37.4    49.8    59.0    59.5    61.7
Diaphragm : M      23.8    20.1    13.3     6.5     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     646.8   564.3   426.8   234.2    58.0    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.1    19.3    20.0
DL-Comp   : M     356.9   311.4   235.5   129.2    32.0    25.3     0.0
DW(Max)     V       2.2     4.5     6.7     8.9    10.5    10.6    11.0
LL + I    : M+   2369.1  2077.7  1585.7   877.0   218.2   172.5     0.0
            V      48.0    32.8    49.6   105.5   117.9   118.7   121.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.0    74.9    89.7   105.6   117.9   118.7   121.6
            M    2032.8  1865.8  1476.4   847.1   215.3   170.4    -0.0
Total     : M+   7497.2  6551.0  4966.9  2731.8   677.5   535.5     0.0
            V      79.8    96.9   145.6   233.4   269.1   271.4   279.8
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    92.8   139.1   185.7   233.4   269.2   271.4   279.8
            M    7161.0  6339.1  4857.5  2701.9   674.6   533.4    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   162.8   206.0   831.8  1515.7  2004.2  2297.3  2395.0
(Max)       V      71.0    68.5    67.8    57.3    43.0    28.7    14.3     0.0
Self wt.  : M       0.0   117.2   148.3   598.9  1091.3  1443.0  1654.1  1724.4
(Min)       V      51.1    49.3    48.8    41.3    31.0    20.6    10.3     0.0
DL-Prec.  : M       0.0    23.6    29.8   120.4   219.4   290.1   332.5   346.6
DC(Max)     V      10.3     9.9     9.8     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0    17.0    21.5    86.7   157.9   208.8   239.4   249.6
DC(Min)     V       7.4     7.1     7.1     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
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   176.9   223.9   903.8  1646.9  2177.6  2496.0  2602.2
Haunch (Max)V      77.1    74.4    73.7    62.3    46.7    31.1    15.6     0.0
Deck +    : M       0.0   127.4   161.2   650.7  1185.7  1567.9  1797.2  1873.6
Haunch (Min)V      55.5    53.6    53.1    44.8    33.6    22.4    11.2     0.0
Diaphragm : M       0.0     1.5     1.9     8.1    16.6    25.1    29.7    29.7
(Max)       V       0.6     0.6     0.6     0.6     0.6     0.6     0.0     0.0
Diaphragm : M       0.0     1.1     1.3     5.8    12.0    18.1    21.4    21.4
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    57.3    72.5   292.8   533.5   705.4   808.5   842.9
DC(Max)     V      25.0    24.1    23.9    20.2    15.1    10.1     5.0     0.0
DL-Comp   : M       0.0    41.3    52.2   210.8   384.1   507.9   582.1   606.9
DC(Min)     V      18.0    17.4    17.2    14.5    10.9     7.3     3.6     0.0
DL-Comp   : M       0.0    37.9    48.0   193.9   353.2   467.1   535.4   558.1
DW(Max)     V      16.5    16.0    15.8    13.4    10.0     6.7     3.3     0.0
DL-Comp   : M       0.0    16.4    20.8    84.0   153.1   202.4   232.0   241.9
DW(Min)     V       7.2     6.9     6.9     5.8     4.3     2.9     1.4     0.0
LL + I    : M+      0.0   377.4   477.4  1918.4  3468.8  4544.9  5182.4  5368.7
            V     266.0   259.6   257.9   230.7   108.4    71.7   105.0    68.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   266.0   259.6   257.9   230.9   196.2   163.9   133.4   104.6
            M      -0.0   372.8   471.0  1853.0  3229.6  4081.4  4446.8  4369.6
Total     : M+      0.0   837.4  1059.5  4269.2  7754.1 10214.4 11681.8 12143.3
            V     466.4   453.2   449.6   392.8   230.2   153.0   145.3    68.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   466.4   453.2   449.6   393.0   317.9   245.3   173.8   104.6
            M      -0.0   832.8  1053.1  4203.8  7514.8  9750.9 10946.2 11144.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.03  132.66  135.00
Self wt.  : M    2297.3  2004.2  1515.7   831.8   206.0   162.8     0.0
(Max)       V      14.3    28.7    43.0    57.3    67.8    68.5    71.0
Self wt.  : M    1654.1  1443.0  1091.3   598.9   148.3   117.2     0.0
(Min)       V      10.3    20.6    31.0    41.3    48.8    49.3    51.1
DL-Prec.  : M     332.5   290.1   219.4   120.4    29.8    23.6     0.0
DC(Max)     V       2.1     4.1     6.2     8.3     9.8     9.9    10.3
DL-Prec.  : M     239.4   208.8   157.9    86.7    21.5    17.0     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     7.1     7.1     7.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2496.0  2177.6  1646.9   903.8   223.9   176.9     0.0
Haunch (Max)V      15.6    31.1    46.7    62.3    73.7    74.4    77.1
Deck +    : M    1797.2  1567.9  1185.7   650.7   161.2   127.4     0.0
Haunch (Min)V      11.2    22.4    33.6    44.8    53.1    53.6    55.5
Diaphragm : M      29.7    25.1    16.6     8.1     1.9     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      21.4    18.1    12.0     5.8     1.3     1.1     0.0
(Min)       V       0.0     0.4     0.4     0.4     0.4     0.4     0.4
DL-Comp   : M     808.5   705.4   533.5   292.8    72.5    57.3     0.0
DC(Max)     V       5.0    10.1    15.1    20.2    23.9    24.1    25.0
DL-Comp   : M     582.1   507.9   384.1   210.8    52.2    41.3     0.0
DC(Min)     V       3.6     7.3    10.9    14.5    17.2    17.4    18.0
DL-Comp   : M     535.4   467.1   353.2   193.9    48.0    37.9     0.0
DW(Max)     V       3.3     6.7    10.0    13.4    15.8    16.0    16.5
DL-Comp   : M     232.0   202.4   153.1    84.0    20.8    16.4     0.0
DW(Min)     V       1.4     2.9     4.3     5.8     6.9     6.9     7.2
LL + I    : M+   5182.4  4544.9  3468.8  1918.4   477.4   377.4     0.0
            V     105.0    71.7   108.4   230.7   257.9   259.6   266.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   133.4   163.9   196.2   230.9   257.9   259.6   266.0
            M    4446.8  4081.4  3229.6  1853.0   471.0   372.8    -0.0
Total     : M+  11681.8 10214.4  7754.1  4269.2  1059.5   837.4     0.0
            V     145.3   153.0   230.2   392.8   449.6   453.2   466.4
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   173.8   245.3   317.9   393.0   449.6   453.2   466.4
            M   10946.2  9750.9  7514.8  4203.8  1053.1   832.8    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               71.0             71.0
Deck+Haunch            77.1             77.1
Diaphragm               0.6              0.6
DL-Prec.(DC)           10.3             10.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          124.9            124.9
DL-Comp.(DW)           82.7             82.7
Live                  192.9            192.9
        Truck         117.3            117.3
        Lane           75.6             75.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   130.3   164.8   665.5  1212.6  1603.4  1837.8  1916.0
(Max)       V      56.8    54.8    54.3    45.9    34.4    22.9    11.5     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    18.9    23.9    96.3   175.5   232.0   266.0   277.3
DC(Max)     V       8.2     7.9     7.9     6.6     5.0     3.3     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   141.5   179.1   723.1  1317.5  1742.1  1996.8  2081.8
Haunch (Max)V      61.7    59.5    59.0    49.8    37.4    24.9    12.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     1.2     1.5     6.5    13.3    20.1    23.8    23.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
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    45.8    58.0   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.1    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    25.3    32.0   129.2   235.5   311.4   356.9   372.1
DW(Max)     V      11.0    10.6    10.5     8.9     6.7     4.5     2.2     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   136.2   172.2   686.6  1224.2  1600.5  1804.8  1820.4
            V     115.1   112.8   112.1   101.8    88.5    66.8    53.5    40.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   115.1   112.8   112.1   101.8    88.5    75.2    61.9    48.6
            M       0.0   136.2   172.2   686.6  1224.2  1573.2  1733.5  1705.1
Total     : M+      0.0   499.2   631.5  2541.3  4605.3  6073.8  6933.0  7165.7
            V     273.3   265.5   263.3   229.7   184.6   131.0    85.3    40.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   273.3   265.5   263.3   229.7   184.6   139.4    93.7    48.6
            M       0.0   499.2   631.5  2541.3  4605.3  6046.5  6861.7  7050.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.03  132.66  135.00
Self wt.  : M    1837.8  1603.4  1212.6   665.5   164.8   130.3     0.0
(Max)       V      11.5    22.9    34.4    45.9    54.3    54.8    56.8
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     266.0   232.0   175.5    96.3    23.9    18.9     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.9     7.9     8.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1996.8  1742.1  1317.5   723.1   179.1   141.5     0.0
Haunch (Max)V      12.5    24.9    37.4    49.8    59.0    59.5    61.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      23.8    20.1    13.3     6.5     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
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     646.8   564.3   426.8   234.2    58.0    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.1    19.3    20.0
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     356.9   311.4   235.5   129.2    32.0    25.3     0.0
DW(Max)     V       2.2     4.5     6.7     8.9    10.5    10.6    11.0
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+   1804.8  1600.5  1224.2   686.6   172.2   136.2     0.0
            V      53.5    66.8    88.5   101.8   112.1   112.8   115.1
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    61.9    75.2    88.5   101.8   112.1   112.8   115.1
            M    1733.5  1573.2  1224.2   686.6   172.2   136.2     0.0
Total     : M+   6933.0  6073.8  4605.3  2541.3   631.5   499.2     0.0
            V      85.3   131.0   184.6   229.7   263.3   265.5   273.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    93.7   139.4   184.6   229.7   263.3   265.5   273.3
            M    6861.7  6046.5  4605.3  2541.3   631.5   499.2     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.63   27.27   40.90   54.53   68.17   47.72
 
Beam-Self
Precast-top    0.163   0.680   1.202   1.567   1.784   1.858   1.693 
Bottom        -0.129  -0.535  -0.938  -1.212  -1.373  -1.431  -1.307 
 
Prestress
Precast-top   -0.128  -0.418  -0.785  -1.142  -1.318  -1.318  -1.318 
Bottom         4.383   4.598   4.864   5.119   5.242   5.242   5.242 
 
Total
Precast-top    0.036   0.262   0.418   0.425   0.466   0.540   0.376 
Bottom         4.253   4.062   3.926   3.907   3.868   3.811   3.935 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.11 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
 
Prestress
Precast-top   -0.013  -0.111  -0.126  -0.364  -0.682  -0.993  -1.145  -1.145
Bottom         0.890   3.808   3.819   3.995   4.226   4.448   4.554   4.554
 
Self wt.
Precast-top   -0.000   0.126   0.160   0.644   1.166   1.531   1.748   1.822
Bottom        -0.000  -0.100  -0.127  -0.507  -0.910  -1.184  -1.346  -1.403
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.023   0.093   0.169   0.222   0.253   0.264
Bottom        -0.000  -0.015  -0.018  -0.073  -0.132  -0.171  -0.195  -0.203
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.006   0.013   0.019   0.023   0.023
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.015  -0.017  -0.017
 
Deck + Haunch
Precast-top   -0.000   0.137   0.174   0.699   1.267   1.663   1.899   1.980
Bottom        -0.000  -0.109  -0.138  -0.550  -0.988  -1.286  -1.462  -1.524
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.014   0.055   0.100   0.132   0.151   0.157
Precast-top   -0.000   0.009   0.012   0.047   0.086   0.113   0.129   0.134
Bottom        -0.000  -0.024  -0.031  -0.123  -0.223  -0.291  -0.332  -0.347
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.030   0.055   0.073   0.083   0.087
Precast-top   -0.000   0.005   0.006   0.026   0.047   0.062   0.071   0.074
Bottom        -0.000  -0.013  -0.017  -0.068  -0.123  -0.161  -0.183  -0.191
 
LL+I(+)
Topping-top   -0.000   0.051   0.065   0.259   0.465   0.606   0.689   0.714
Precast-top   -0.000   0.043   0.055   0.221   0.397   0.519   0.590   0.611
Bottom        -0.000  -0.114  -0.145  -0.577  -1.034  -1.342  -1.522  -1.577
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.068   0.086   0.344   0.621   0.811   0.923   0.958 
Precast-top   -0.013   0.230   0.306   1.373   2.463   3.136   3.568   3.763 
Bottom         0.890   3.431   3.343   2.091   0.807  -0.002  -0.503  -0.708 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.021   0.086   0.155   0.204   0.234   0.244 
Precast-top   -0.013   0.187   0.251   1.152   2.065   2.617   2.977   3.152 
Bottom         0.890   3.546   3.488   2.668   1.841   1.339   1.019   0.869 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.63   27.27   40.90   54.53   68.17   47.72
 
Beam-Self
Precast-top    0.163   0.680   1.202   1.567   1.784   1.858   1.693 
Bottom        -0.129  -0.535  -0.938  -1.212  -1.373  -1.431  -1.307 
 
Prestress
Precast-top   -0.128  -0.418  -0.785  -1.142  -1.318  -1.318  -1.318 
Bottom         4.383   4.598   4.864   5.119   5.242   5.242   5.242 
 
Total
Precast-top    0.036   0.262   0.418   0.425   0.466   0.540   0.376 
Bottom         4.253   4.062   3.926   3.907   3.868   3.811   3.935 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.11 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
 
Prestress
Precast-top   -0.013  -0.111  -0.126  -0.364  -0.682  -0.993  -1.145  -1.145
Bottom         0.890   3.808   3.819   3.995   4.226   4.448   4.554   4.554
 
Self wt.
Precast-top   -0.000   0.126   0.160   0.644   1.166   1.531   1.748   1.822
Bottom        -0.000  -0.100  -0.127  -0.507  -0.910  -1.184  -1.346  -1.403
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.023   0.093   0.169   0.222   0.253   0.264
Bottom        -0.000  -0.015  -0.018  -0.073  -0.132  -0.171  -0.195  -0.203
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.006   0.013   0.019   0.023   0.023
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.015  -0.017  -0.017
 
Deck + Haunch
Precast-top   -0.000   0.137   0.174   0.699   1.267   1.663   1.899   1.980
Bottom        -0.000  -0.109  -0.138  -0.550  -0.988  -1.286  -1.462  -1.524
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.014   0.055   0.100   0.132   0.151   0.157
Precast-top   -0.000   0.009   0.012   0.047   0.086   0.113   0.129   0.134
Bottom        -0.000  -0.024  -0.031  -0.123  -0.223  -0.291  -0.332  -0.347
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.030   0.055   0.073   0.083   0.087
Precast-top   -0.000   0.005   0.006   0.026   0.047   0.062   0.071   0.074
Bottom        -0.000  -0.013  -0.017  -0.068  -0.123  -0.161  -0.183  -0.191
 
LL+I(+)
Topping-top   -0.000   0.041   0.052   0.207   0.372   0.485   0.552   0.571
Precast-top   -0.000   0.035   0.044   0.176   0.318   0.415   0.472   0.489
Bottom        -0.000  -0.091  -0.116  -0.462  -0.827  -1.073  -1.218  -1.261
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.058   0.073   0.293   0.528   0.690   0.785   0.815 
Precast-top   -0.013   0.222   0.295   1.328   2.383   3.032   3.450   3.641 
Bottom         0.890   3.454   3.372   2.207   1.014   0.266  -0.199  -0.392 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
F_LL+I(+)
Topping-top   -0.000   0.032   0.041   0.162   0.287   0.374   0.420   0.424
Precast-top   -0.000   0.027   0.035   0.138   0.245   0.320   0.360   0.363
Bottom        -0.000  -0.072  -0.091  -0.361  -0.639  -0.827  -0.928  -0.936
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.051   0.205   0.365   0.476   0.537   0.546 
Precast-top   -0.006   0.121   0.160   0.714   1.278   1.628   1.848   1.939 
Bottom         0.445   1.701   1.653   0.973   0.282  -0.157  -0.418  -0.501 
 

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
    466.4    6.5   66.8    1.258   5.9   6.00e-3 50.0    478.7     1.721    3.520      0.00
      0.0    1.1   66.3     41.9 0.149      33.6 0.87    12.00     0.116    1.675 
Transfer:   3.00
    453.2    6.5   66.8    5.677  26.7  -0.05e-3 28.8    289.6     0.494    1.760      0.00
    832.8    4.7   64.5    189.0 0.142     187.2 5.00    12.00     0.116    1.718 
Critical:   6.01
    436.0    6.5   66.8    6.716  26.7  -0.11e-3 28.6    263.3     0.448    1.760      0.00
   1808.4    5.5   64.1    189.0 0.137     194.4 5.22    12.00     0.116    1.776 
0.1L    :  13.63
    393.0    6.5   66.8    8.680  26.7  -0.11e-3 28.6    217.4     0.375    0.620      0.00
   4203.8    7.2   63.3    189.0 0.125     192.6 5.24    24.00     0.116    1.326 
0.2L    :  27.27
    317.9    6.5   63.0   10.416  26.7  -0.04e-3 28.9    155.9     0.289    0.496      0.00
   7514.8    7.2   59.4    189.0 0.106     170.6 4.94    24.00     0.116    1.316 
0.3L    :  40.90
    245.3    6.5   65.5   10.416  26.7   0.47e-3 30.6    118.1     0.226    0.496      0.00
   9750.9    7.2   61.9    189.0 0.076     127.7 3.55    24.00     0.116    1.518 
0.4L    :  54.53
    173.8    6.5   66.7   10.416   0.0   0.96e-3 32.4     90.7     0.182    0.413      0.00
  10946.2    7.2   63.2    189.0 0.059     102.4 2.79    24.00     0.116    1.597 
0.5L    :  68.17
    104.6    6.5   66.7   10.416   0.0   0.85e-3 32.0      8.8     0.116    0.413      0.00
  11144.2    7.2   63.2    189.0 0.035     107.4 2.93    24.00     0.116    2.722 
0.6L    :  81.80
    173.8    6.5   66.7   10.416   0.0   0.96e-3 32.4     90.7     0.182    0.413      0.00
  10946.2    7.2   63.2    189.0 0.059     102.4 2.79    24.00     0.116    1.597 
0.7L    :  95.43
    245.3    6.5   65.5   10.416  26.7   0.47e-3 30.6    118.1     0.226    0.496      0.00
   9750.9    7.2   61.9    189.0 0.076     127.7 3.55    24.00     0.116    1.518 
0.8L    : 109.06
    317.9    6.5   63.0   10.416  26.7  -0.04e-3 28.9    155.9     0.289    0.496      0.00
   7514.8    7.2   59.4    189.0 0.106     170.6 4.94    24.00     0.116    1.316 
0.9L    : 122.70
    393.0    6.5   66.8    8.680  26.7  -0.11e-3 28.6    217.4     0.375    0.620      0.00
   4203.8    7.2   63.3    189.0 0.125     192.6 5.24    24.00     0.116    1.326 
Critical: 130.32
    436.0    6.5   66.8    6.716  26.7  -0.11e-3 28.6    263.3     0.448    1.760      0.00
   1808.4    5.5   64.1    189.0 0.137     194.4 5.22    12.00     0.116    1.776 
Transfer: 133.33
    453.2    6.5   66.8    5.677  26.7  -0.05e-3 28.8    289.6     0.494    1.760      0.00
    832.8    4.7   64.5    189.0 0.142     187.2 5.00    12.00     0.116    1.718 
Bearing : 135.67
    466.4    6.5   66.8    1.258   5.9   6.00e-3 50.0    478.7     1.721    3.520      0.00
      0.0    1.1   66.3     41.9 0.149      33.6 0.87    12.00     0.116    1.675 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 2041.74
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    4.08
 
 
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
    466.4      7.82     66.85    1.07       66.31    24.00      0.300      1.855      0.000      3.520 
Transfer:      2.33
    453.2      7.81     66.85    4.74       64.48    24.00      0.300      1.853      0.000      1.760 
Critical:      5.34
    436.2      7.56     66.85    5.46       64.12    24.00      0.300      1.770      0.000      1.760 
0.1L    :     12.97
    393.0      6.90     66.85    7.16       63.27    24.00      0.300      1.551      0.000      0.620 
0.2L    :     26.60
    317.9      5.94     63.04    7.17       59.45    24.00      0.300      1.231      0.000      0.496 
0.3L    :     40.23
    245.3      4.40     65.51    7.18       61.92    24.00      0.300      0.717      0.000      0.496 
0.4L    :     53.87
    173.8      3.06     66.75    7.19       63.16    24.00      0.300      0.269      0.000      0.413 
0.5L    :     67.50
    104.6      1.84     66.75    7.19       63.16    24.00      0.300      0.000      0.000      0.413 
0.6L    :     81.13
    173.8      3.06     66.75    7.19       63.16    24.00      0.300      0.269      0.000      0.413 
0.7L    :     94.77
    245.3      4.40     65.51    7.18       61.92    24.00      0.300      0.717      0.000      0.496 
0.8L    :    108.40
    317.9      5.94     63.04    7.17       59.45    24.00      0.300      1.231      0.000      0.496 
0.9L    :    122.03
    393.0      6.90     66.85    7.16       63.27    24.00      0.300      1.551      0.000      0.620 
Critical:    129.66
    436.2      7.56     66.85    5.46       64.12    24.00      0.300      1.770      0.000      1.760 
Transfer:    132.66
    453.2      7.81     66.85    4.74       64.48    24.00      0.300      1.853      0.000      1.760 
Bearing :    135.00
    466.4      7.82     66.85    1.07       66.31    24.00      0.300      1.855      0.000      3.520 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 12.97 ft
Prestress      :       2.265  1.80      4.077  2.20      4.983
Self Wt.       :      -0.914  1.85     -1.691  2.40     -2.194
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          :       1.351            2.385            2.788
 
At 0.2 x L = 26.60 ft
Prestress      :       4.054  1.80      7.297  2.20      8.918
Self Wt.       :      -1.713  1.85     -3.169  2.40     -4.111
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          :       2.341            4.128            4.807
 
At 0.3 x L = 40.23 ft
Prestress      :       5.321  1.80      9.577  2.20     11.706
Self Wt.       :      -2.320  1.85     -4.292  2.40     -5.567
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          :       3.001            5.286            6.138
 
At 0.4 x L = 53.87 ft
Prestress      :       6.086  1.80     10.955  2.20     13.389
Self Wt.       :      -2.701  1.85     -4.997  2.40     -6.482
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          :       3.385            5.958            6.907
 
At 0.5 x L = 67.50 ft
Prestress      :       6.357  1.80     11.443  2.20     13.986
Self Wt.       :      -2.836  1.85     -5.247  2.40     -6.807
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          :       3.521            6.196            7.180
 
At 0.6 x L = 81.13 ft
Prestress      :       6.086  1.80     10.955  2.20     13.389
Self Wt.       :      -2.701  1.85     -4.997  2.40     -6.482
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          :       3.385            5.958            6.907
 
At 0.7 x L = 94.77 ft
Prestress      :       5.321  1.80      9.577  2.20     11.706
Self Wt.       :      -2.320  1.85     -4.292  2.40     -5.567
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          :       3.001            5.286            6.138
 
At 0.8 x L = 108.40 ft
Prestress      :       4.054  1.80      7.297  2.20      8.918
Self Wt.       :      -1.713  1.85     -3.169  2.40     -4.111
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          :       2.341            4.128            4.807
 
At 0.9 x L = 122.03 ft
Prestress      :       2.265  1.80      4.077  2.20      4.983
Self Wt.       :      -0.914  1.85     -1.691  2.40     -2.194
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          :       1.351            2.385            2.788
 

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
   837.4    58.6  6.812  262.8    5.6   4.74   8392.6  0.034T 1.00       -       -     -     -  
H/2     :   2.97
  1059.5    58.7  7.073  262.6    5.8   4.92   8709.7  0.033T 1.00       -       -     -     -  
0.1L    :  12.97
  4269.2    60.6 10.416  259.5    8.4   7.16  12833.4  0.022T 1.00   9745.1  5678.0    1.32    -  
0.2L    :  26.60
  7754.1    63.0 10.416  259.9    8.4   7.17  13410.4  0.022T 1.00   9803.8  9803.8    1.37    -  
0.3L    :  40.23
 10214.4    65.5 10.416  260.2    8.5   7.18  13987.6  0.022T 1.00  10029.4 10029.4    1.39    -  
0.4L    :  53.87
 11681.8    66.8 10.416  260.4    8.5   7.19  14276.3  0.022T 1.00  10109.8 10109.8    1.41    -  
0.5L    :  67.50
 12143.3    66.8 10.416  260.4    8.5   7.19  14276.3  0.022T 1.00  10035.8 10035.8    1.42    -  
0.6L    :  81.13
 11681.8    66.8 10.416  260.4    8.5   7.19  14276.3  0.022T 1.00  10109.8 10109.8    1.41    -  
0.7L    :  94.77
 10214.4    65.5 10.416  260.2    8.5   7.18  13987.6  0.022T 1.00  10029.4 10029.4    1.39    -  
0.8L    : 108.40
  7754.1    63.0 10.416  259.9    8.4   7.17  13410.4  0.022T 1.00   9803.8  9803.8    1.37    -  
0.9L    : 122.03
  4269.2    60.6 10.416  259.5    8.4   7.16  12833.4  0.022T 1.00   9745.1  5678.0    1.32    -  
H/2     : 132.03
  1059.5    58.7  7.073  262.6    5.8   4.92   8709.7  0.033T 1.00       -       -     -     -  
Transfer: 132.66
   837.4    58.6  6.812  262.8    5.6   4.74   8392.6  0.034T 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 1-24; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.085
        M   2.00 Fb     0.111
 
  2   2 E  60.00 Ft     0.383
        M   8.00 Fb     0.053
 
  3   2 E  58.00 Ft     0.668
        M   6.00 Fb     0.006
 
  4   2 E  56.00 Ft     0.939
        M   4.00 Fb    -0.030
 
  5   2 E  54.00 Ft     1.195
        M   2.00 Fb    -0.056
 
  6   2 E   8.00 Ft     1.158
        M   8.00 Fb     0.152
 
  7   2 E   8.00 Ft     1.121
        M   8.00 Fb     0.360
 
  8   2 E   6.00 Ft     1.070
        M   6.00 Fb     0.579
 
  9   2 E   6.00 Ft     1.019
        M   6.00 Fb     0.798
 
 10   2 E   6.00 Ft     0.969
        M   6.00 Fb     1.016
 
 11   2 E   6.00 Ft     0.918
        M   6.00 Fb     1.235
 
 12   2 E   6.00 Ft     0.867
        M   6.00 Fb     1.454
 
 13   2 E   6.00 Ft     0.816
        M   6.00 Fb     1.673
 
 14   2 E   4.00 Ft     0.751
        M   4.00 Fb     1.902
 
 15   2 E   4.00 Ft     0.687
        M   4.00 Fb     2.132
 
 16   2 E   4.00 Ft     0.622
        M   4.00 Fb     2.361
 
 17   2 E   4.00 Ft     0.557
        M   4.00 Fb     2.591
 
 18   2 E   4.00 Ft     0.493
        M   4.00 Fb     2.821
 
 19   2 E   4.00 Ft     0.428
        M   4.00 Fb     3.050
 
 20   2 E   2.00 Ft     0.350
        M   2.00 Fb     3.291
 
 21   2 E   2.00 Ft     0.271
        M   2.00 Fb     3.531
 
 22   2 E   2.00 Ft     0.193
        M   2.00 Fb     3.772
 
 23   2 E   2.00 Ft     0.114
        M   2.00 Fb     4.013
 
 24   2 E   2.00 Ft     0.036
        M   2.00 Fb     4.253
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 136.33            Release Length, ft: 136.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  48
No. of strands, Draped:   8           No. of strands, Straight:  40
Concrete Strength, f'ci:   7.0  ksi        f'c:   8.0 ksi  f'ct   4.0 ksi
Initial losses:  8.98 %               Final losses: 13.75 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.550       4.253     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.036       Trans
      Precast Top w/ reinf. (tension)      -0.635           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 14276.30    12143.28     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   0.958     Midspan    1.800   0.244     Midspan
    Pre.Top:   4.800   3.763     Midspan    3.600   3.152     Midspan
    Pre.Bot:   4.800   3.431    Transfer    3.600   3.546    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.537  -0.013     Bearing
    Pre.Bot:  -0.537  -0.392     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.200   1.939     Midspan
    Pre.Bot:                                                             3.200   1.701    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  67.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       6.357  1.80     11.443  2.20     13.986
Self Wt.       :      -2.836  1.85     -5.247  2.40     -6.807
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          :       3.521            6.196            7.180
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  3.50 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  135.00
     DC  Line       0.076      0.00       0.076  135.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    47.50 
      0.25    87.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 136.330 ft
Release length = 136.330 ft
Design  length = 135.000 ft
 
Kern points:
------------
Upper    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.695   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.913   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.005   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 5
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1422.1 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           944222 in4#
Ht. of c.g.           =        28.75 in             45.41 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1645.9 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7955

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    12.97    26.60    40.23    53.87    67.50
 
Precast: (At Release, using Ec =  5131.5 ksi )
  Area    , in2    817.9    854.8    854.8    854.8    854.8    854.8    854.8    854.8
  Yb      ,  in    28.55    27.86    27.85    27.75    27.61    27.47    27.40    27.40
  MI(Ixx) , in4   425350   434444   434611   437402   441684   446515   449136   449136
Composite: (At Final, using Ec =  5362.7 ksi )
  Area    , in2   1432.0   1467.0   1467.0   1467.0   1467.0   1467.0   1467.0   1467.0
  Yb      ,  in    45.18    44.40    44.40    44.34    44.27    44.19    44.15    44.15
  MI(Ixx) , in4   954581   991043   991372   996722  1004478  1012769  1017115  1017115

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.00  ksi   
  Elasticity         =     5131.5 ksi   
  Max comp           =       4.55 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.63 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.00 ksi           4.00 ksi
  Elasticity         =    5362.70 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.80 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.60 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           =       3.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.54 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  48 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 47.72 ft from member end )
END PATTERN (Ycg = 13.17 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     4 @  8.000 in
     2 @ 54.000 in     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     4 @  8.000 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     =   10.42 in2      Initial Pull          =     2041.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.586 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.483 ft
Holddown Force        =  30.777 kips     Beam Shrtng (PL/AE)   =      0.761 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)       
---------------------------------------------------------------------------------------
      6546.981         740 4844.766     28.311 114659.461  1753.211     862.960        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     22.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.4167     41.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      41.1670     95.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      95.1631    113.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     113.9134    124.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     124.9134    129.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     129.4134    129.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     129.9550    134.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     134.9550    135.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     135.2050    135.4550     No
      2      US#6[M19]       60.00        0.88       3.00     135.4550    135.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     135.7050    135.9550     No
      2      US#6[M19]       60.00        0.88       3.00     135.9550    136.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     136.2050    136.3300     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 136.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 10.4160 in2       Ycg =  4.50 in
         P_init    =     2041.7 kips  Ecc = 24.25 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5132 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.61 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.171 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.83 ksi    0.00 ksi
    due to Composite Loads                                 -2.60 ksi    0.00 ksi
    due to Live Loads                                      -6.87 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                         7.50 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.80 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.61 ksi  ( 8.98 %)             9.41 ksi ( 4.80 %)
Total Prestress Losses                                    27.02 ksi (13.78 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.0 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 : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   130.3   164.8   665.5  1212.6  1603.4  1837.8  1916.0
(Max)       V      56.8    54.8    54.3    45.9    34.4    22.9    11.5     0.0
DL-Prec.  : M       0.0    17.2    21.8    88.0   160.3   211.9   242.9   253.3
DC(Max)     V       7.5     7.2     7.2     6.1     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   124.7   157.7   636.8  1160.4  1534.3  1758.7  1833.5
Haunch (Max)V      54.3    52.4    51.9    43.9    32.9    21.9    11.0     0.0
Diaphragm : M       0.0     0.6     0.7     3.2     6.7    10.1    11.9    11.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    45.8    58.0   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.1    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    25.3    32.0   129.2   235.5   311.4   356.9   372.1
DW(Max)     V      11.0    10.6    10.5     8.9     6.7     4.5     2.2     0.0
LL + I    : M+      0.0   242.8   307.1  1234.3  2231.8  2924.2  3334.3  3454.2
            V     133.1   129.9   129.0   115.4    54.3    35.9    52.5    34.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   133.1   129.9   129.1   115.5    98.2    82.0    66.8    52.3
            M      -0.0   239.8   303.0  1192.2  2077.9  2626.0  2861.0  2811.4
Total     : M+      0.0   586.7   742.2  2991.2  5433.9  7159.5  8189.4  8515.2
            V     282.9   274.6   272.3   236.6   145.2    96.5    82.7    34.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   282.9   274.6   272.3   236.7   189.1   142.7    97.0    52.3
            M      -0.0   583.7   738.1  2949.1  5280.0  6861.3  7716.1  7872.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.03  132.66  135.00
Self wt.  : M    1837.8  1603.4  1212.6   665.5   164.8   130.3     0.0
(Max)       V      11.5    22.9    34.4    45.9    54.3    54.8    56.8
DL-Prec.  : M     242.9   211.9   160.3    88.0    21.8    17.2     0.0
DC(Max)     V       1.5     3.0     4.5     6.1     7.2     7.2     7.5
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    1758.7  1534.3  1160.4   636.8   157.7   124.7     0.0
Haunch (Max)V      11.0    21.9    32.9    43.9    51.9    52.4    54.3
Diaphragm : M      11.9    10.1     6.7     3.2     0.7     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     646.8   564.3   426.8   234.2    58.0    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.1    19.3    20.0
DL-Comp   : M     356.9   311.4   235.5   129.2    32.0    25.3     0.0
DW(Max)     V       2.2     4.5     6.7     8.9    10.5    10.6    11.0
LL + I    : M+   3334.3  2924.2  2231.8  1234.3   307.1   242.8     0.0
            V      52.5    35.9    54.3   115.4   129.0   129.9   133.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    66.8    82.0    98.2   115.5   129.1   129.9   133.1
            M    2861.0  2626.0  2077.9  1192.2   303.0   239.8    -0.0
Total     : M+   8189.4  7159.5  5433.9  2991.2   742.2   586.7     0.0
            V      82.7    96.5   145.2   236.6   272.3   274.6   282.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    97.0   142.7   189.1   236.7   272.3   274.6   282.9
            M    7716.1  6861.3  5280.0  2949.1   738.1   583.7    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               56.8             56.8
Deck+Haunch            54.3             54.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.5              7.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           99.9             99.9
DL-Comp.(DW)           55.1             55.1
Live                  110.2            110.2
        Truck          67.0             67.0
        Lane           43.2             43.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   130.3   164.8   665.5  1212.6  1603.4  1837.8  1916.0
(Max)       V      56.8    54.8    54.3    45.9    34.4    22.9    11.5     0.0
DL-Prec.  : M       0.0    17.2    21.8    88.0   160.3   211.9   242.9   253.3
DC(Max)     V       7.5     7.2     7.2     6.1     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   124.7   157.7   636.8  1160.4  1534.3  1758.7  1833.5
Haunch (Max)V      54.3    52.4    51.9    43.9    32.9    21.9    11.0     0.0
Diaphragm : M       0.0     0.6     0.7     3.2     6.7    10.1    11.9    11.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    45.8    58.0   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.1    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    25.3    32.0   129.2   235.5   311.4   356.9   372.1
DW(Max)     V      11.0    10.6    10.5     8.9     6.7     4.5     2.2     0.0
LL + I    : M+      0.0   194.2   245.7   987.4  1785.4  2339.3  2667.4  2763.3
            V     106.5   103.9   103.2    92.4    43.4    28.7    42.0    27.3
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   106.5   103.9   103.2    92.4    78.5    65.6    53.4    41.9
            M      -0.0   191.9   242.4   953.8  1662.3  2100.8  2288.8  2249.1
Total     : M+      0.0   538.1   680.8  2744.4  4987.6  6574.7  7522.5  7824.4
            V     256.3   248.6   246.5   213.5   134.3    89.4    72.2    27.3
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   256.3   248.6   246.5   213.5   169.4   126.3    83.6    41.9
            M      -0.0   535.7   677.5  2710.7  4864.4  6336.1  7143.9  7310.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.03  132.66  135.00
Self wt.  : M    1837.8  1603.4  1212.6   665.5   164.8   130.3     0.0
(Max)       V      11.5    22.9    34.4    45.9    54.3    54.8    56.8
DL-Prec.  : M     242.9   211.9   160.3    88.0    21.8    17.2     0.0
DC(Max)     V       1.5     3.0     4.5     6.1     7.2     7.2     7.5
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    1758.7  1534.3  1160.4   636.8   157.7   124.7     0.0
Haunch (Max)V      11.0    21.9    32.9    43.9    51.9    52.4    54.3
Diaphragm : M      11.9    10.1     6.7     3.2     0.7     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     646.8   564.3   426.8   234.2    58.0    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.1    19.3    20.0
DL-Comp   : M     356.9   311.4   235.5   129.2    32.0    25.3     0.0
DW(Max)     V       2.2     4.5     6.7     8.9    10.5    10.6    11.0
LL + I    : M+   2667.4  2339.3  1785.4   987.4   245.7   194.2     0.0
            V      42.0    28.7    43.4    92.4   103.2   103.9   106.5
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.4    65.6    78.5    92.4   103.2   103.9   106.5
            M    2288.8  2100.8  1662.3   953.8   242.4   191.9    -0.0
Total     : M+   7522.5  6574.7  4987.6  2744.4   680.8   538.1     0.0
            V      72.2    89.4   134.3   213.5   246.5   248.6   256.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    83.6   126.3   169.4   213.5   246.5   248.6   256.3
            M    7143.9  6336.1  4864.4  2710.7   677.5   535.7    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   162.8   206.0   831.8  1515.7  2004.2  2297.3  2395.0
(Max)       V      71.0    68.5    67.8    57.3    43.0    28.7    14.3     0.0
Self wt.  : M       0.0   117.2   148.3   598.9  1091.3  1443.0  1654.1  1724.4
(Min)       V      51.1    49.3    48.8    41.3    31.0    20.6    10.3     0.0
DL-Prec.  : M       0.0    21.5    27.2   110.0   200.4   264.9   303.7   316.6
DC(Max)     V       9.4     9.1     9.0     7.6     5.7     3.8     1.9     0.0
DL-Prec.  : M       0.0    15.5    19.6    79.2   144.3   190.7   218.6   227.9
DC(Min)     V       6.8     6.5     6.5     5.5     4.1     2.7     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   155.8   197.2   796.0  1450.4  1917.9  2198.4  2291.8
Haunch (Max)V      67.9    65.6    64.9    54.9    41.1    27.4    13.7     0.0
Deck +    : M       0.0   112.2   142.0   573.1  1044.3  1380.9  1582.8  1650.1
Haunch (Min)V      48.9    47.2    46.7    39.5    29.6    19.7     9.9     0.0
Diaphragm : M       0.0     0.7     0.9     4.1     8.3    12.6    14.8    14.8
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
Diaphragm : M       0.0     0.5     0.7     2.9     6.0     9.1    10.7    10.7
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    57.3    72.5   292.8   533.5   705.4   808.5   842.9
DC(Max)     V      25.0    24.1    23.9    20.2    15.1    10.1     5.0     0.0
DL-Comp   : M       0.0    41.3    52.2   210.8   384.1   507.9   582.1   606.9
DC(Min)     V      18.0    17.4    17.2    14.5    10.9     7.3     3.6     0.0
DL-Comp   : M       0.0    37.9    48.0   193.9   353.2   467.1   535.4   558.1
DW(Max)     V      16.5    16.0    15.8    13.4    10.0     6.7     3.3     0.0
DL-Comp   : M       0.0    16.4    20.8    84.0   153.1   202.4   232.0   241.9
DW(Min)     V       7.2     6.9     6.9     5.8     4.3     2.9     1.4     0.0
LL + I    : M+      0.0   424.9   537.5  2160.0  3905.7  5117.3  5835.0  6044.8
            V     232.9   227.3   225.8   202.0    94.9    62.7    91.9    59.7
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   232.9   227.3   225.8   202.2   171.8   143.5   116.8    91.6
            M      -0.0   419.7   530.3  2086.3  3636.3  4595.4  5006.8  4919.9
Total     : M+      0.0   861.0  1089.4  4388.5  7967.2 10489.3 11993.1 12464.1
            V     422.9   410.8   407.5   355.7   210.2   139.7   130.2    59.7
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   422.9   410.9   407.6   355.8   287.1   220.5   155.1    91.6
            M      -0.0   855.9  1082.2  4314.8  7697.8  9967.5 11164.9 11339.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.03  132.66  135.00
Self wt.  : M    2297.3  2004.2  1515.7   831.8   206.0   162.8     0.0
(Max)       V      14.3    28.7    43.0    57.3    67.8    68.5    71.0
Self wt.  : M    1654.1  1443.0  1091.3   598.9   148.3   117.2     0.0
(Min)       V      10.3    20.6    31.0    41.3    48.8    49.3    51.1
DL-Prec.  : M     303.7   264.9   200.4   110.0    27.2    21.5     0.0
DC(Max)     V       1.9     3.8     5.7     7.6     9.0     9.1     9.4
DL-Prec.  : M     218.6   190.7   144.3    79.2    19.6    15.5     0.0
DC(Min)     V       1.4     2.7     4.1     5.5     6.5     6.5     6.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2198.4  1917.9  1450.4   796.0   197.2   155.8     0.0
Haunch (Max)V      13.7    27.4    41.1    54.9    64.9    65.6    67.9
Deck +    : M    1582.8  1380.9  1044.3   573.1   142.0   112.2     0.0
Haunch (Min)V       9.9    19.7    29.6    39.5    46.7    47.2    48.9
Diaphragm : M      14.8    12.6     8.3     4.1     0.9     0.7     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      10.7     9.1     6.0     2.9     0.7     0.5     0.0
(Min)       V       0.0     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     808.5   705.4   533.5   292.8    72.5    57.3     0.0
DC(Max)     V       5.0    10.1    15.1    20.2    23.9    24.1    25.0
DL-Comp   : M     582.1   507.9   384.1   210.8    52.2    41.3     0.0
DC(Min)     V       3.6     7.3    10.9    14.5    17.2    17.4    18.0
DL-Comp   : M     535.4   467.1   353.2   193.9    48.0    37.9     0.0
DW(Max)     V       3.3     6.7    10.0    13.4    15.8    16.0    16.5
DL-Comp   : M     232.0   202.4   153.1    84.0    20.8    16.4     0.0
DW(Min)     V       1.4     2.9     4.3     5.8     6.9     6.9     7.2
LL + I    : M+   5835.0  5117.3  3905.7  2160.0   537.5   424.9     0.0
            V      91.9    62.7    94.9   202.0   225.8   227.3   232.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.8   143.5   171.8   202.2   225.8   227.3   232.9
            M    5006.8  4595.4  3636.3  2086.3   530.3   419.7    -0.0
Total     : M+  11993.1 10489.3  7967.2  4388.5  1089.4   861.0     0.0
            V     130.2   139.7   210.2   355.7   407.5   410.8   422.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   155.1   220.5   287.1   355.8   407.6   410.9   422.9
            M   11164.9  9967.5  7697.8  4314.8  1082.2   855.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               71.0             71.0
Deck+Haunch            67.9             67.9
Diaphragm               0.3              0.3
DL-Prec.(DC)            9.4              9.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          124.9            124.9
DL-Comp.(DW)           82.7             82.7
Live                  192.9            192.9
        Truck         117.3            117.3
        Lane           75.6             75.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   130.3   164.8   665.5  1212.6  1603.4  1837.8  1916.0
(Max)       V      56.8    54.8    54.3    45.9    34.4    22.9    11.5     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    17.2    21.8    88.0   160.3   211.9   242.9   253.3
DC(Max)     V       7.5     7.2     7.2     6.1     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   124.7   157.7   636.8  1160.4  1534.3  1758.7  1833.5
Haunch (Max)V      54.3    52.4    51.9    43.9    32.9    21.9    11.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.7     3.2     6.7    10.1    11.9    11.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
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    45.8    58.0   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.1    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    25.3    32.0   129.2   235.5   311.4   356.9   372.1
DW(Max)     V      11.0    10.6    10.5     8.9     6.7     4.5     2.2     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   228.2   288.5  1150.1  2050.8  2681.1  3023.3  3049.5
            V     126.0   123.4   122.7   111.5    96.9    73.1    58.5    43.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   126.0   123.4   122.7   111.5    96.9    82.3    67.8    53.2
            M       0.0   228.2   288.5  1150.1  2050.8  2635.4  2903.9  2856.3
Total     : M+      0.0   572.1   723.6  2907.0  5252.9  6916.5  7878.4  8110.5
            V     275.9   268.1   266.0   232.6   187.8   133.8    88.7    43.9
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   275.9   268.1   266.0   232.6   187.8   143.0    98.0    53.2
            M       0.0   572.1   723.6  2907.0  5252.9  6870.7  7758.9  7917.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.03  132.66  135.00
Self wt.  : M    1837.8  1603.4  1212.6   665.5   164.8   130.3     0.0
(Max)       V      11.5    22.9    34.4    45.9    54.3    54.8    56.8
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     242.9   211.9   160.3    88.0    21.8    17.2     0.0
DC(Max)     V       1.5     3.0     4.5     6.1     7.2     7.2     7.5
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    1758.7  1534.3  1160.4   636.8   157.7   124.7     0.0
Haunch (Max)V      11.0    21.9    32.9    43.9    51.9    52.4    54.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      11.9    10.1     6.7     3.2     0.7     0.6     0.0
(Max)       V       0.0     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     646.8   564.3   426.8   234.2    58.0    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.1    19.3    20.0
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     356.9   311.4   235.5   129.2    32.0    25.3     0.0
DW(Max)     V       2.2     4.5     6.7     8.9    10.5    10.6    11.0
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+   3023.3  2681.1  2050.8  1150.1   288.5   228.2     0.0
            V      58.5    73.1    96.9   111.5   122.7   123.4   126.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    67.8    82.3    96.9   111.5   122.7   123.4   126.0
            M    2903.9  2635.4  2050.8  1150.1   288.5   228.2     0.0
Total     : M+   7878.4  6916.5  5252.9  2907.0   723.6   572.1     0.0
            V      88.7   133.8   187.8   232.6   266.0   268.1   275.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    98.0   143.0   187.8   232.6   266.0   268.1   275.9
            M    7758.9  6870.7  5252.9  2907.0   723.6   572.1     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.63   27.27   40.90   54.53   68.17   47.72
 
Beam-Self
Precast-top    0.163   0.680   1.202   1.567   1.784   1.858   1.693 
Bottom        -0.129  -0.535  -0.938  -1.212  -1.373  -1.431  -1.307 
 
Prestress
Precast-top   -0.128  -0.418  -0.785  -1.142  -1.318  -1.318  -1.318 
Bottom         4.383   4.598   4.864   5.119   5.242   5.242   5.242 
 
Total
Precast-top    0.036   0.262   0.418   0.425   0.466   0.540   0.376 
Bottom         4.253   4.062   3.926   3.907   3.868   3.811   3.935 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.11 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
 
Prestress
Precast-top   -0.013  -0.111  -0.126  -0.364  -0.682  -0.993  -1.145  -1.145
Bottom         0.890   3.808   3.819   3.995   4.226   4.448   4.554   4.554
 
Self wt.
Precast-top   -0.000   0.126   0.160   0.644   1.166   1.531   1.748   1.822
Bottom        -0.000  -0.100  -0.127  -0.507  -0.910  -1.184  -1.346  -1.403
 
DL-Prec (DC)
Precast-top   -0.000   0.017   0.021   0.085   0.154   0.202   0.231   0.241
Bottom        -0.000  -0.013  -0.017  -0.067  -0.120  -0.156  -0.178  -0.185
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.003   0.006   0.010   0.011   0.011
Bottom        -0.000  -0.000  -0.001  -0.002  -0.005  -0.007  -0.009  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.121   0.153   0.616   1.116   1.465   1.673   1.744
Bottom        -0.000  -0.096  -0.121  -0.485  -0.870  -1.133  -1.288  -1.342
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.060   0.109   0.144   0.165   0.172
Precast-top   -0.000   0.010   0.013   0.053   0.096   0.126   0.144   0.150
Bottom        -0.000  -0.025  -0.031  -0.125  -0.226  -0.295  -0.337  -0.351
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.033   0.060   0.079   0.091   0.095
Precast-top   -0.000   0.006   0.007   0.029   0.053   0.069   0.079   0.083
Bottom        -0.000  -0.014  -0.017  -0.069  -0.125  -0.163  -0.186  -0.194
 
LL+I(+)
Topping-top   -0.000   0.063   0.079   0.318   0.572   0.746   0.848   0.879
Precast-top   -0.000   0.055   0.069   0.277   0.499   0.652   0.741   0.768
Bottom        -0.000  -0.131  -0.165  -0.659  -1.180  -1.531  -1.737  -1.799
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.081   0.103   0.412   0.742   0.969   1.103   1.145 
Precast-top   -0.013   0.225   0.298   1.343   2.408   3.062   3.482   3.674 
Bottom         0.890   3.429   3.340   2.081   0.791  -0.023  -0.525  -0.729 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.023   0.094   0.170   0.223   0.255   0.266 
Precast-top   -0.013   0.170   0.229   1.066   1.909   2.410   2.741   2.906 
Bottom         0.890   3.560   3.506   2.740   1.971   1.509   1.212   1.070 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.63   27.27   40.90   54.53   68.17   47.72
 
Beam-Self
Precast-top    0.163   0.680   1.202   1.567   1.784   1.858   1.693 
Bottom        -0.129  -0.535  -0.938  -1.212  -1.373  -1.431  -1.307 
 
Prestress
Precast-top   -0.128  -0.418  -0.785  -1.142  -1.318  -1.318  -1.318 
Bottom         4.383   4.598   4.864   5.119   5.242   5.242   5.242 
 
Total
Precast-top    0.036   0.262   0.418   0.425   0.466   0.540   0.376 
Bottom         4.253   4.062   3.926   3.907   3.868   3.811   3.935 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.11 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
 
Prestress
Precast-top   -0.013  -0.111  -0.126  -0.364  -0.682  -0.993  -1.145  -1.145
Bottom         0.890   3.808   3.819   3.995   4.226   4.448   4.554   4.554
 
Self wt.
Precast-top   -0.000   0.126   0.160   0.644   1.166   1.531   1.748   1.822
Bottom        -0.000  -0.100  -0.127  -0.507  -0.910  -1.184  -1.346  -1.403
 
DL-Prec (DC)
Precast-top   -0.000   0.017   0.021   0.085   0.154   0.202   0.231   0.241
Bottom        -0.000  -0.013  -0.017  -0.067  -0.120  -0.156  -0.178  -0.185
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.003   0.006   0.010   0.011   0.011
Bottom        -0.000  -0.000  -0.001  -0.002  -0.005  -0.007  -0.009  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.121   0.153   0.616   1.116   1.465   1.673   1.744
Bottom        -0.000  -0.096  -0.121  -0.485  -0.870  -1.133  -1.288  -1.342
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.060   0.109   0.144   0.165   0.172
Precast-top   -0.000   0.010   0.013   0.053   0.096   0.126   0.144   0.150
Bottom        -0.000  -0.025  -0.031  -0.125  -0.226  -0.295  -0.337  -0.351
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.033   0.060   0.079   0.091   0.095
Precast-top   -0.000   0.006   0.007   0.029   0.053   0.069   0.079   0.083
Bottom        -0.000  -0.014  -0.017  -0.069  -0.125  -0.163  -0.186  -0.194
 
LL+I(+)
Topping-top   -0.000   0.050   0.064   0.254   0.458   0.597   0.678   0.703
Precast-top   -0.000   0.044   0.055   0.222   0.400   0.521   0.593   0.614
Bottom        -0.000  -0.104  -0.132  -0.527  -0.944  -1.225  -1.390  -1.439
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.069   0.087   0.348   0.628   0.820   0.934   0.969 
Precast-top   -0.013   0.214   0.284   1.288   2.308   2.932   3.334   3.520 
Bottom         0.890   3.455   3.373   2.213   1.027   0.284  -0.178  -0.370 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97   12.97   26.60   40.23   53.87   67.50
F_LL+I(+)
Topping-top   -0.000   0.059   0.075   0.296   0.526   0.684   0.769   0.776
Precast-top   -0.000   0.051   0.065   0.258   0.459   0.598   0.672   0.678
Bottom        -0.000  -0.123  -0.155  -0.614  -1.084  -1.404  -1.575  -1.589
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.068   0.086   0.343   0.611   0.796   0.897   0.909 
Precast-top   -0.006   0.136   0.180   0.791   1.413   1.803   2.043   2.131 
Bottom         0.445   1.657   1.598   0.756  -0.099  -0.650  -0.969  -1.054 
 

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
    422.9    6.5   66.8    1.269   5.9   6.00e-3 50.0    430.4     1.549    3.520      0.00
      0.0    1.2   66.2     41.9 0.135      33.6 0.87    12.00     0.116    1.845 
Transfer:   3.00
    410.9    6.5   66.8    5.724  26.7  -0.08e-3 28.7    239.6     0.409    1.760      0.00
    855.9    5.4   64.1    189.0 0.129     190.2 5.10    12.00     0.116    1.885 
Critical:   5.97
    395.3    6.5   66.8    6.757  26.7  -0.13e-3 28.5    214.9     0.367    1.760      0.00
   1847.6    6.4   63.7    189.0 0.125     197.6 5.34    24.00     0.116    1.945 
0.1L    :  13.63
    355.8    6.5   66.8    8.680  26.7  -0.12e-3 28.6    177.2     0.309    0.620      0.00
   4314.8    8.7   62.5    189.0 0.113     191.4 5.27    24.00     0.116    1.451 
0.2L    :  27.27
    287.1    6.5   63.0   10.416  26.7  -0.03e-3 28.9    124.5     0.234    0.496      0.00
   7697.8    8.7   58.7    189.0 0.096     167.7 4.92    24.00     0.116    1.436 
0.3L    :  40.90
    220.5    6.5   65.5   10.416  26.7   0.61e-3 31.1    101.5     0.201    0.496      0.00
   9967.5    8.8   61.1    189.0 0.069     116.8 3.29    24.00     0.116    1.609 
0.4L    :  54.53
    155.1    6.5   66.7   10.416   0.0   1.13e-3 33.0     78.2     0.163    0.413      0.00
  11164.9    8.8   62.4    189.0 0.053      94.2 2.60    24.00     0.116    1.699 
0.5L    :  68.17
     91.6    6.5   66.7   10.416   0.0   1.03e-3 32.6      3.6     0.116    0.413      0.00
  11339.2    8.8   62.4    189.0 0.031      98.2 2.71    24.00     0.116    2.944 
0.6L    :  81.80
    155.1    6.5   66.7   10.416   0.0   1.13e-3 33.0     78.2     0.163    0.413      0.00
  11164.9    8.8   62.4    189.0 0.053      94.2 2.60    24.00     0.116    1.699 
0.7L    :  95.43
    220.5    6.5   65.5   10.416  26.7   0.61e-3 31.1    101.5     0.201    0.496      0.00
   9967.5    8.8   61.1    189.0 0.069     116.8 3.29    24.00     0.116    1.609 
0.8L    : 109.06
    287.1    6.5   63.0   10.416  26.7  -0.03e-3 28.9    124.5     0.234    0.496      0.00
   7697.8    8.7   58.7    189.0 0.096     167.7 4.92    24.00     0.116    1.436 
0.9L    : 122.70
    355.8    6.5   66.8    8.680  26.7  -0.12e-3 28.6    177.2     0.309    0.620      0.00
   4314.8    8.7   62.5    189.0 0.113     191.4 5.27    24.00     0.116    1.451 
Critical: 130.36
    395.3    6.5   66.8    6.757  26.7  -0.13e-3 28.5    214.9     0.367    1.760      0.00
   1847.6    6.4   63.7    189.0 0.125     197.6 5.34    24.00     0.116    1.945 
Transfer: 133.33
    410.9    6.5   66.8    5.724  26.7  -0.08e-3 28.7    239.6     0.409    1.760      0.00
    855.9    5.4   64.1    189.0 0.129     190.2 5.10    12.00     0.116    1.885 
Bearing : 135.67
    422.9    6.5   66.8    1.269   5.9   6.00e-3 50.0    430.4     1.549    3.520      0.00
      0.0    1.2   66.2     41.9 0.135      33.6 0.87    12.00     0.116    1.845 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 2041.74
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    4.08
 
 
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
    422.9      7.09     66.85    1.23       66.23    24.00      0.300      1.615      0.000      3.520 
Transfer:      2.33
    410.9      7.12     66.85    5.42       64.14    24.00      0.300      1.623      0.000      1.760 
Critical:      5.31
    395.5      6.90     66.85    6.35       63.67    24.00      0.300      1.550      0.000      1.760 
0.1L    :     12.97
    355.8      6.33     66.85    8.70       62.50    24.00      0.300      1.359      0.000      0.620 
0.2L    :     26.60
    287.1      5.44     63.04    8.74       58.66    24.00      0.300      1.063      0.000      0.496 
0.3L    :     40.23
    220.5      4.01     65.51    8.78       61.12    24.00      0.300      0.586      0.000      0.496 
0.4L    :     53.87
    155.1      2.76     66.75    8.80       62.35    24.00      0.300      0.172      0.000      0.413 
0.5L    :     67.50
     91.6      1.63     66.75    8.80       62.35    24.00      0.300      0.000      0.000      0.413 
0.6L    :     81.13
    155.1      2.76     66.75    8.80       62.35    24.00      0.300      0.172      0.000      0.413 
0.7L    :     94.77
    220.5      4.01     65.51    8.78       61.12    24.00      0.300      0.586      0.000      0.496 
0.8L    :    108.40
    287.1      5.44     63.04    8.74       58.66    24.00      0.300      1.063      0.000      0.496 
0.9L    :    122.03
    355.8      6.33     66.85    8.70       62.50    24.00      0.300      1.359      0.000      0.620 
Critical:    129.69
    395.5      6.90     66.85    6.35       63.67    24.00      0.300      1.550      0.000      1.760 
Transfer:    132.66
    410.9      7.12     66.85    5.42       64.14    24.00      0.300      1.623      0.000      1.760 
Bearing :    135.00
    422.9      7.09     66.85    1.23       66.23    24.00      0.300      1.615      0.000      3.520 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 12.97 ft
Prestress      :       2.265  1.80      4.077  2.20      4.983
Self Wt.       :      -0.914  1.85     -1.691  2.40     -2.194
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          :       1.351            2.385            2.788
 
At 0.2 x L = 26.60 ft
Prestress      :       4.054  1.80      7.297  2.20      8.918
Self Wt.       :      -1.713  1.85     -3.169  2.40     -4.111
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          :       2.341            4.128            4.807
 
At 0.3 x L = 40.23 ft
Prestress      :       5.321  1.80      9.577  2.20     11.706
Self Wt.       :      -2.320  1.85     -4.292  2.40     -5.567
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          :       3.001            5.286            6.138
 
At 0.4 x L = 53.87 ft
Prestress      :       6.086  1.80     10.955  2.20     13.389
Self Wt.       :      -2.701  1.85     -4.997  2.40     -6.482
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          :       3.385            5.958            6.907
 
At 0.5 x L = 67.50 ft
Prestress      :       6.357  1.80     11.443  2.20     13.986
Self Wt.       :      -2.836  1.85     -5.247  2.40     -6.807
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          :       3.521            6.196            7.180
 
At 0.6 x L = 81.13 ft
Prestress      :       6.086  1.80     10.955  2.20     13.389
Self Wt.       :      -2.701  1.85     -4.997  2.40     -6.482
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          :       3.385            5.958            6.907
 
At 0.7 x L = 94.77 ft
Prestress      :       5.321  1.80      9.577  2.20     11.706
Self Wt.       :      -2.320  1.85     -4.292  2.40     -5.567
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          :       3.001            5.286            6.138
 
At 0.8 x L = 108.40 ft
Prestress      :       4.054  1.80      7.297  2.20      8.918
Self Wt.       :      -1.713  1.85     -3.169  2.40     -4.111
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          :       2.341            4.128            4.807
 
At 0.9 x L = 122.03 ft
Prestress      :       2.265  1.80      4.077  2.20      4.983
Self Wt.       :      -0.914  1.85     -1.691  2.40     -2.194
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          :       1.351            2.385            2.788
 

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
   861.0    58.6  6.869  261.8    6.4   5.42   8378.1  0.030T 1.00       -       -     -     -  
H/2     :   2.97
  1089.4    58.7  7.130  261.5    6.6   5.62   8690.3  0.028T 1.00       -       -     -     -  
0.1L    :  12.97
  4388.5    60.6 10.416  257.2   10.2   8.70  12615.9  0.017T 1.00   9672.3  5836.7    1.30    -  
0.2L    :  26.60
  7967.2    63.0 10.416  257.7   10.3   8.74  13189.7  0.017T 1.00   9781.8  9781.8    1.35    -  
0.3L    :  40.23
 10489.3    65.5 10.416  258.1   10.3   8.78  13764.0  0.017T 1.00  10040.3 10040.3    1.37    -  
0.4L    :  53.87
 11993.1    66.8 10.416  258.3   10.4   8.80  14051.3  0.017T 1.00  10140.6 10140.6    1.39    -  
0.5L    :  67.50
 12464.1    66.8 10.416  258.3   10.4   8.80  14051.3  0.017T 1.00  10074.3 10074.3    1.39    -  
0.6L    :  81.13
 11993.1    66.8 10.416  258.3   10.4   8.80  14051.3  0.017T 1.00  10140.6 10140.6    1.39    -  
0.7L    :  94.77
 10489.3    65.5 10.416  258.1   10.3   8.78  13764.0  0.017T 1.00  10040.3 10040.3    1.37    -  
0.8L    : 108.40
  7967.2    63.0 10.416  257.7   10.3   8.74  13189.7  0.017T 1.00   9781.8  9781.8    1.35    -  
0.9L    : 122.03
  4388.5    60.6 10.416  257.2   10.2   8.70  12615.9  0.017T 1.00   9672.3  5836.7    1.30    -  
H/2     : 132.03
  1089.4    58.7  7.130  261.5    6.6   5.62   8690.3  0.028T 1.00       -       -     -     -  
Transfer: 132.66
   861.0    58.6  6.869  261.8    6.4   5.42   8378.1  0.030T 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 1-24; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.085
        M   2.00 Fb     0.111
 
  2   2 E  60.00 Ft     0.383
        M   8.00 Fb     0.053
 
  3   2 E  58.00 Ft     0.668
        M   6.00 Fb     0.006
 
  4   2 E  56.00 Ft     0.939
        M   4.00 Fb    -0.030
 
  5   2 E  54.00 Ft     1.195
        M   2.00 Fb    -0.056
 
  6   2 E   8.00 Ft     1.158
        M   8.00 Fb     0.152
 
  7   2 E   8.00 Ft     1.121
        M   8.00 Fb     0.360
 
  8   2 E   6.00 Ft     1.070
        M   6.00 Fb     0.579
 
  9   2 E   6.00 Ft     1.019
        M   6.00 Fb     0.798
 
 10   2 E   6.00 Ft     0.969
        M   6.00 Fb     1.016
 
 11   2 E   6.00 Ft     0.918
        M   6.00 Fb     1.235
 
 12   2 E   6.00 Ft     0.867
        M   6.00 Fb     1.454
 
 13   2 E   6.00 Ft     0.816
        M   6.00 Fb     1.673
 
 14   2 E   4.00 Ft     0.751
        M   4.00 Fb     1.902
 
 15   2 E   4.00 Ft     0.687
        M   4.00 Fb     2.132
 
 16   2 E   4.00 Ft     0.622
        M   4.00 Fb     2.361
 
 17   2 E   4.00 Ft     0.557
        M   4.00 Fb     2.591
 
 18   2 E   4.00 Ft     0.493
        M   4.00 Fb     2.821
 
 19   2 E   4.00 Ft     0.428
        M   4.00 Fb     3.050
 
 20   2 E   2.00 Ft     0.350
        M   2.00 Fb     3.291
 
 21   2 E   2.00 Ft     0.271
        M   2.00 Fb     3.531
 
 22   2 E   2.00 Ft     0.193
        M   2.00 Fb     3.772
 
 23   2 E   2.00 Ft     0.114
        M   2.00 Fb     4.013
 
 24   2 E   2.00 Ft     0.036
        M   2.00 Fb     4.253
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 136.33            Release Length, ft: 136.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  48
No. of strands, Draped:   8           No. of strands, Straight:  40
Concrete Strength, f'ci:   7.0  ksi        f'c:   8.0 ksi  f'ct   4.0 ksi
Initial losses:  8.98 %               Final losses: 13.78 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.550       4.253     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.036       Trans
      Precast Top w/ reinf. (tension)      -0.635           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 14051.25    12464.15     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   1.145     Midspan    1.800   0.266     Midspan
    Pre.Top:   4.800   3.674     Midspan    3.600   2.906     Midspan
    Pre.Bot:   4.800   3.429    Transfer    3.600   3.560    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.537  -0.013     Bearing
    Pre.Bot:  -0.537  -0.370     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.200   2.131     Midspan
    Pre.Bot:                                                             3.200   1.657    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  67.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       6.357  1.80     11.443  2.20     13.986
Self Wt.       :      -2.836  1.85     -5.247  2.40     -6.807
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          :       3.521            6.196            7.180
 
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

