 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTE155 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 155 feet, girder spacing is 8.04 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 diaphragm of 0.5 kips.
                     (6) Live load moment and shear distribution factor according to BDM 5.4.1.2.2. 
                     (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 14.25 feet and 16 feet from 
                     the girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 8 ksi and 10.5 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_5b75.tmp\BTE155-0_35\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       39.170
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       36.004
Number of spans         =            1
Number of lanes         =            2
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 =   4592910.00
 
SPAN DATA
---------
Precast length    , ft =    156.330
Bearing-to-bearing, ft =    155.000
Release span      , ft =    156.330
 
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   7.521
 2               IA-BTE    8.042    807.4   422790.0  63.00  28.75  34.00   8.042
 3               IA-BTE    8.042    807.4   422790.0  63.00  28.75  34.00   8.042
 4               IA-BTE    8.042    807.4   422790.0  63.00  28.75  34.00   8.042
 5               IA-BTE    8.042    807.4   422790.0  63.00  28.75  34.00   7.523
 
 
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      =     10.500           4.500
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5866.190        4435.310
K1            =      1.000           1.000
f'ci,ksi      =      8.000 
Eci ,ksi      =   5362.700
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  155.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052  155.00   Additional Overhang Load
   1    1    DC Line        0.071    0.00       0.071  155.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  155.00   Additional Haunch Load
   1    2    DC Line        0.075    0.00       0.075  155.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  155.00   Additional Haunch Load
   1    3    DC Line        0.075    0.00       0.075  155.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  155.00   Additional Haunch Load
   1    4    DC Line        0.075    0.00       0.075  155.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  155.00   Additional Haunch Load
   1    5    DC Line        0.071    0.00       0.071  155.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   57.500
   1    1        0.250   97.500
   1    2        0.500   57.500
   1    2        0.500   97.500
   1    3        0.500   57.500
   1    3        0.500   97.500
   1    4        0.500   57.500
   1    4        0.500   97.500
   1    5        0.250   57.500
   1    5        0.250   97.500
 
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  155.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  155.00   Right Barrier Weight
   1    DW Area        0.020   35.99          -       -    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   0.038*     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 = 1.60 
 
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              8.00 ksi 
  Elasticity          5362.7 ksi 
  Max comp              5.20 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.68 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength     10.50 ksi    4.50 ksi 
  Elasticity 5866.19 ksi 4435.31 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    6.30 ksi 2.70 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.73 ksi 2.02 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.20 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.60 ksi -0.40 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    8.00       10.50      4.50   
  Span:1, Beam:2 0.6''-LL-270-72.6    8.00       10.50      4.50   
  Span:1, Beam:3 0.6''-LL-270-72.6    8.00       10.50      4.50   
  Span:1, Beam:4 0.6''-LL-270-72.6    8.00       10.50      4.50   
  Span:1, Beam:5 0.6''-LL-270-72.6    8.00       10.50      4.50   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 62 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 54.72 ft from member end )
 
END PATTERN (Ycg = 14.71 in):
 
  14 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  4 @ 10.000 in  2 @ 50.000 in  2 @ 52.000 in  2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in                
 
MID PATTERN (Ycg = 5.81 in):
(A) Draped:
 
  2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 2 @ 10.000 in 
  2 @ 12.000 in 2 @ 14.000 in                             
 
(B) Straight:
 
  14 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  4 @ 10.000 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    5.50   0.1250   1.4649 No        
       2 US#6[M19]  60.0  0.88    5.50   0.3540   1.4649 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.4649   2.2149 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.7149   2.2149 No        
       2 US#6[M19]  60.0  0.88    6.00   2.2149   4.8809 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.8809  14.6309 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6309  22.6309 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.6309  27.1309 Yes       
       2 US#5[M16]  60.0  0.62   18.00  27.1309 129.1991 Yes       
       2 US#5[M16]  60.0  0.62   15.00 129.1991 133.6991 Yes       
       2 US#5[M16]  60.0  0.62   12.00 133.6991 141.6991 Yes       
       2 US#5[M16]  60.0  0.62    9.00 141.6991 151.4491 Yes       
       2 US#6[M19]  60.0  0.88    6.00 151.4491 154.1152 Yes       
       2 US#6[M19]  60.0  0.88    6.00 154.1152 154.6152 No        
       2 US#6[M19]  60.0  0.88    6.00 154.1152 154.8652 Yes       
       2 US#6[M19]  60.0  0.88    5.50 154.8652 155.9760 Yes       
       2 US#6[M19]  60.0  0.88    5.50 154.8652 156.2051 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)  (ft)    (ft)      (in)    
------------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 155.0000       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:
 62 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 54.72 ft from member end )
 
END PATTERN (Ycg = 14.71 in):
 
  14 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  4 @ 10.000 in  2 @ 50.000 in  2 @ 52.000 in  2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in                
 
MID PATTERN (Ycg = 5.81 in):
(A) Draped:
 
  2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 2 @ 10.000 in 
  2 @ 12.000 in 2 @ 14.000 in                             
 
(B) Straight:
 
  14 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  4 @ 10.000 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    5.50   0.1250   1.4649 No        
       2 US#6[M19]  60.0  0.88    5.50   0.3540   1.4649 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.4649   2.2149 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.7149   2.2149 No        
       2 US#6[M19]  60.0  0.88    6.00   2.2149   4.8809 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.8809  14.6309 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6309  22.6309 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.6309  27.1309 Yes       
       2 US#5[M16]  60.0  0.62   18.00  27.1309 129.1991 Yes       
       2 US#5[M16]  60.0  0.62   15.00 129.1991 133.6991 Yes       
       2 US#5[M16]  60.0  0.62   12.00 133.6991 141.6991 Yes       
       2 US#5[M16]  60.0  0.62    9.00 141.6991 151.4491 Yes       
       2 US#6[M19]  60.0  0.88    6.00 151.4491 154.1152 Yes       
       2 US#6[M19]  60.0  0.88    6.00 154.1152 154.6152 No        
       2 US#6[M19]  60.0  0.88    6.00 154.1152 154.8652 Yes       
       2 US#6[M19]  60.0  0.88    5.50 154.8652 155.9760 Yes       
       2 US#6[M19]  60.0  0.88    5.50 154.8652 156.2051 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)  (ft)    (ft)      (in)    
------------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 155.0000       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:
 62 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 54.72 ft from member end )
 
END PATTERN (Ycg = 14.71 in):
 
  14 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  4 @ 10.000 in  2 @ 50.000 in  2 @ 52.000 in  2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in                
 
MID PATTERN (Ycg = 5.81 in):
(A) Draped:
 
  2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 2 @ 10.000 in 
  2 @ 12.000 in 2 @ 14.000 in                             
 
(B) Straight:
 
  14 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  4 @ 10.000 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    5.50   0.1250   1.4649 No        
       2 US#6[M19]  60.0  0.88    5.50   0.3540   1.4649 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.4649   2.2149 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.7149   2.2149 No        
       2 US#6[M19]  60.0  0.88    6.00   2.2149   4.8809 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.8809  14.6309 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6309  22.6309 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.6309  27.1309 Yes       
       2 US#5[M16]  60.0  0.62   18.00  27.1309 129.1991 Yes       
       2 US#5[M16]  60.0  0.62   15.00 129.1991 133.6991 Yes       
       2 US#5[M16]  60.0  0.62   12.00 133.6991 141.6991 Yes       
       2 US#5[M16]  60.0  0.62    9.00 141.6991 151.4491 Yes       
       2 US#6[M19]  60.0  0.88    6.00 151.4491 154.1152 Yes       
       2 US#6[M19]  60.0  0.88    6.00 154.1152 154.6152 No        
       2 US#6[M19]  60.0  0.88    6.00 154.1152 154.8652 Yes       
       2 US#6[M19]  60.0  0.88    5.50 154.8652 155.9760 Yes       
       2 US#6[M19]  60.0  0.88    5.50 154.8652 156.2051 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)  (ft)    (ft)      (in)    
------------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 155.0000       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:
 62 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 54.72 ft from member end )
 
END PATTERN (Ycg = 14.71 in):
 
  14 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  4 @ 10.000 in  2 @ 50.000 in  2 @ 52.000 in  2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in                
 
MID PATTERN (Ycg = 5.81 in):
(A) Draped:
 
  2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 2 @ 10.000 in 
  2 @ 12.000 in 2 @ 14.000 in                             
 
(B) Straight:
 
  14 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  4 @ 10.000 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    5.50   0.1250   1.4649 No        
       2 US#6[M19]  60.0  0.88    5.50   0.3540   1.4649 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.4649   2.2149 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.7149   2.2149 No        
       2 US#6[M19]  60.0  0.88    6.00   2.2149   4.8809 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.8809  14.6309 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6309  22.6309 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.6309  27.1309 Yes       
       2 US#5[M16]  60.0  0.62   18.00  27.1309 129.1991 Yes       
       2 US#5[M16]  60.0  0.62   15.00 129.1991 133.6991 Yes       
       2 US#5[M16]  60.0  0.62   12.00 133.6991 141.6991 Yes       
       2 US#5[M16]  60.0  0.62    9.00 141.6991 151.4491 Yes       
       2 US#6[M19]  60.0  0.88    6.00 151.4491 154.1152 Yes       
       2 US#6[M19]  60.0  0.88    6.00 154.1152 154.6152 No        
       2 US#6[M19]  60.0  0.88    6.00 154.1152 154.8652 Yes       
       2 US#6[M19]  60.0  0.88    5.50 154.8652 155.9760 Yes       
       2 US#6[M19]  60.0  0.88    5.50 154.8652 156.2051 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)  (ft)    (ft)      (in)    
------------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 155.0000       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:
 62 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 54.72 ft from member end )
 
END PATTERN (Ycg = 14.71 in):
 
  14 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  4 @ 10.000 in  2 @ 50.000 in  2 @ 52.000 in  2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in                
 
MID PATTERN (Ycg = 5.81 in):
(A) Draped:
 
  2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 2 @ 10.000 in 
  2 @ 12.000 in 2 @ 14.000 in                             
 
(B) Straight:
 
  14 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  4 @ 10.000 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    5.50   0.1250   1.4649 No        
       2 US#6[M19]  60.0  0.88    5.50   0.3540   1.4649 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.4649   2.2149 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.7149   2.2149 No        
       2 US#6[M19]  60.0  0.88    6.00   2.2149   4.8809 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.8809  14.6309 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6309  22.6309 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.6309  27.1309 Yes       
       2 US#5[M16]  60.0  0.62   18.00  27.1309 129.1991 Yes       
       2 US#5[M16]  60.0  0.62   15.00 129.1991 133.6991 Yes       
       2 US#5[M16]  60.0  0.62   12.00 133.6991 141.6991 Yes       
       2 US#5[M16]  60.0  0.62    9.00 141.6991 151.4491 Yes       
       2 US#6[M19]  60.0  0.88    6.00 151.4491 154.1152 Yes       
       2 US#6[M19]  60.0  0.88    6.00 154.1152 154.6152 No        
       2 US#6[M19]  60.0  0.88    6.00 154.1152 154.8652 Yes       
       2 US#6[M19]  60.0  0.88    5.50 154.8652 155.9760 Yes       
       2 US#6[M19]  60.0  0.88    5.50 154.8652 156.2051 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)  (ft)    (ft)      (in)    
------------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 155.0000       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       =  39.17 ft
Type      : I-Girder                            Curb-to-curb       =  36.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  8.04 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            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  =  90.252 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  155.00
     DC  Line       0.052      0.00       0.052  155.00
     DC  Line       0.071      0.00       0.071  155.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    57.50 
      0.25    97.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 156.330 ft
Release length = 156.330 ft
Design  length = 155.000 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)  : 0.610   (Calculated)    
Live Moment (1  lane  loaded)  : 0.740   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.832   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.935   (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           1349.1 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           906861 in4#
Ht. of c.g.           =        28.75 in             44.22 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1587.3 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 = 0.7561

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    14.97    30.60    46.23    61.87    77.50
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    820.3    865.4    865.4    865.4    865.4    865.4    865.4    865.4
  Yb      ,  in    28.53    27.78    27.77    27.64    27.47    27.30    27.21    27.21
  MI(Ixx) , in4   425325   434221   434383   437684   442604   448224   451297   451297
Composite: (At Final, using Ec =  5866.2 ksi )
  Area    , in2   1360.6   1401.0   1401.0   1401.0   1401.0   1401.0   1401.0   1401.0
  Yb      ,  in    43.97    43.11    43.10    43.03    42.94    42.84    42.80    42.80
  MI(Ixx) , in4   916870   951843   952153   958219   966694   975816   980620   980620

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.00  ksi   
  Elasticity         =     5362.7 ksi   
  Max comp           =       5.20 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.68 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =      10.50 ksi           4.50 ksi
  Elasticity         =    5866.19 ksi        4435.31 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       6.30 ksi           2.70 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.73 ksi           2.03 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       4.20 ksi           1.80 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.60 ksi          -0.40 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  62 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 54.72 ft from member end )
END PATTERN (Ycg = 14.71 in):
    14 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     4 @ 10.000 in     2 @ 50.000 in     2 @ 52.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 5.81 in):
(A) Draped:
     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in     2 @ 10.000 in
     2 @ 12.000 in     2 @ 14.000 in
(B) Straight:
    14 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     4 @ 10.000 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     =   13.45 in2      Initial Pull          =     2637.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     10.695 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     10.695 ft
Holddown Force        =  35.673 kips     Beam Shrtng (PL/AE)   =      1.066 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)       
---------------------------------------------------------------------------------------
      9695.679         740 7174.802     32.464 131480.328  1752.825     981.140        
 
 
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       5.50       0.1250      1.4649     No
      2      US#6[M19]       60.00        0.88       5.50       0.3540      1.4649    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.4649      2.2149    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.7149      2.2149     No
      2      US#6[M19]       60.00        0.88       6.00       2.2149      4.8809    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.8809     14.6309    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6309     22.6309    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.6309     27.1309    Yes
      2      US#5[M16]       60.00        0.62      18.00      27.1309    129.1991    Yes
      2      US#5[M16]       60.00        0.62      15.00     129.1991    133.6991    Yes
      2      US#5[M16]       60.00        0.62      12.00     133.6991    141.6991    Yes
      2      US#5[M16]       60.00        0.62       9.00     141.6991    151.4491    Yes
      2      US#6[M19]       60.00        0.88       6.00     151.4491    154.1152    Yes
      2      US#6[M19]       60.00        0.88       6.00     154.1152    154.6152     No
      2      US#6[M19]       60.00        0.88       6.00     154.1152    154.8652    Yes
      2      US#6[M19]       60.00        0.88       5.50     154.8652    155.9760    Yes
      2      US#6[M19]       60.00        0.88       5.50     154.8652    156.2051     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)  (ft)    (ft)      (in)    
------------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 155.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 13.4540 in2       Ycg =  5.81 in
         P_init    =     2637.3 kips  Ecc = 22.94 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.71 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.710 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.55 ksi    0.00 ksi
    due to Composite Loads                                 -2.91 ksi    0.00 ksi
    due to Live Loads                                      -6.85 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                         6.67 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.15 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.71 ksi  (10.06 %)             9.91 ksi ( 5.06 %)
Total Prestress Losses                                    29.63 ksi (15.12 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 166.4 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   14.97   30.60   46.23   61.87   77.50
Self wt.  : M       0.0   149.9   189.8   881.4  1600.8  2114.7  2423.0  2525.8
(Max)       V      65.2    63.2    62.7    52.6    39.4    26.3    13.1     0.0
DL-Prec.  : M       0.0    28.1    35.5   165.1   299.8   396.0   453.8   473.0
DC(Max)     V      12.2    11.8    11.7     9.8     7.4     4.9     2.5     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   133.0   168.4   782.1  1420.5  1876.5  2150.1  2241.2
Haunch (Max)V      57.8    56.1    55.6    46.7    35.0    23.3    11.7     0.0
Diaphragm : M       0.0     0.6     0.7     3.7     7.7    11.6    14.4    14.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    52.8    66.8   310.2   563.4   744.2   852.8   888.9
DC(Max)     V      22.9    22.2    22.1    18.5    13.9     9.3     4.6     0.0
DL-Comp   : M       0.0    25.7    32.5   150.9   274.0   362.0   414.7   432.3
DW(Max)     V      11.2    10.8    10.7     9.0     6.8     4.5     2.3     0.0
LL + I    : M+      0.0   236.7   299.7  1387.0  2505.5  3286.7  3753.5  3892.4
            V     130.5   127.7   127.0   112.6    94.3    76.0    50.4    32.1
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   130.5   127.8   127.0   112.8    95.9    80.0    65.0    51.0
            M       0.0   233.5   295.3  1335.7  2322.9  2927.5  3183.8  3126.2
Total     : M+      0.0   626.7   793.5  3680.4  6671.7  8791.7 10062.2 10468.1
            V     300.1   292.2   290.1   249.5   197.0   144.6    84.6    32.1
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   300.1   292.2   290.1   249.6   198.6   148.6    99.2    51.0
            M       0.0   623.5   789.1  3629.1  6489.1  8432.4  9492.4  9701.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    93.13  108.77  124.40  140.03  152.03  152.66  155.00
Self wt.  : M    2423.0  2114.7  1600.8   881.4   189.8   149.9     0.0
(Max)       V      13.1    26.3    39.4    52.6    62.7    63.2    65.2
DL-Prec.  : M     453.8   396.0   299.8   165.1    35.5    28.1     0.0
DC(Max)     V       2.5     4.9     7.4     9.8    11.7    11.8    12.2
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    2150.1  1876.5  1420.5   782.1   168.4   133.0     0.0
Haunch (Max)V      11.7    23.3    35.0    46.7    55.6    56.1    57.8
Diaphragm : M      14.4    11.6     7.7     3.7     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     852.8   744.2   563.4   310.2    66.8    52.8     0.0
DC(Max)     V       4.6     9.3    13.9    18.5    22.1    22.2    22.9
DL-Comp   : M     414.7   362.0   274.0   150.9    32.5    25.7     0.0
DW(Max)     V       2.3     4.5     6.8     9.0    10.7    10.8    11.2
LL + I    : M+   3753.5  3286.7  2505.5  1387.0   299.7   236.7     0.0
            V      50.4    76.0    94.3   112.6   127.0   127.7   130.5
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    65.0    80.0    95.9   112.8   127.0   127.8   130.5
            M    3183.8  2927.5  2322.9  1335.7   295.3   233.5    -0.0
Total     : M+  10062.2  8791.7  6671.7  3680.4   793.5   626.7     0.0
            V      84.6   144.6   197.0   249.5   290.1   292.2   300.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    99.2   148.6   198.6   249.6   290.1   292.2   300.1
            M    9492.4  8432.4  6489.1  3629.1   789.1   623.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               65.2             65.2
Deck+Haunch            57.8             57.8
Diaphragm               0.3              0.3
DL-Prec.(DC)           12.2             12.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          114.7            114.7
DL-Comp.(DW)           55.8             55.8
Live                  117.3            117.3
        Truck          67.7             67.7
        Lane           49.6             49.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.97   30.60   46.23   61.87   77.50
Self wt.  : M       0.0   149.9   189.8   881.4  1600.8  2114.7  2423.0  2525.8
(Max)       V      65.2    63.2    62.7    52.6    39.4    26.3    13.1     0.0
DL-Prec.  : M       0.0    28.1    35.5   165.1   299.8   396.0   453.8   473.0
DC(Max)     V      12.2    11.8    11.7     9.8     7.4     4.9     2.5     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   133.0   168.4   782.1  1420.5  1876.5  2150.1  2241.2
Haunch (Max)V      57.8    56.1    55.6    46.7    35.0    23.3    11.7     0.0
Diaphragm : M       0.0     0.6     0.7     3.7     7.7    11.6    14.4    14.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    52.8    66.8   310.2   563.4   744.2   852.8   888.9
DC(Max)     V      22.9    22.2    22.1    18.5    13.9     9.3     4.6     0.0
DL-Comp   : M       0.0    25.7    32.5   150.9   274.0   362.0   414.7   432.3
DW(Max)     V      11.2    10.8    10.7     9.0     6.8     4.5     2.3     0.0
LL + I    : M+      0.0   189.4   239.7  1109.6  2004.4  2629.4  3002.8  3114.0
            V     104.4   102.2   101.6    90.1    75.4    60.8    40.3    25.7
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   104.4   102.2   101.6    90.2    76.7    64.0    52.0    40.8
            M       0.0   186.8   236.2  1068.5  1858.3  2342.0  2547.0  2501.0
Total     : M+      0.0   579.4   733.5  3403.0  6170.6  8134.3  9311.5  9689.6
            V     274.0   266.7   264.7   227.0   178.2   129.4    74.5    25.7
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   274.0   266.7   264.7   227.1   179.5   132.6    86.2    40.8
            M       0.0   576.8   730.0  3362.0  6024.5  7846.9  8855.7  9076.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    93.13  108.77  124.40  140.03  152.03  152.66  155.00
Self wt.  : M    2423.0  2114.7  1600.8   881.4   189.8   149.9     0.0
(Max)       V      13.1    26.3    39.4    52.6    62.7    63.2    65.2
DL-Prec.  : M     453.8   396.0   299.8   165.1    35.5    28.1     0.0
DC(Max)     V       2.5     4.9     7.4     9.8    11.7    11.8    12.2
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    2150.1  1876.5  1420.5   782.1   168.4   133.0     0.0
Haunch (Max)V      11.7    23.3    35.0    46.7    55.6    56.1    57.8
Diaphragm : M      14.4    11.6     7.7     3.7     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     852.8   744.2   563.4   310.2    66.8    52.8     0.0
DC(Max)     V       4.6     9.3    13.9    18.5    22.1    22.2    22.9
DL-Comp   : M     414.7   362.0   274.0   150.9    32.5    25.7     0.0
DW(Max)     V       2.3     4.5     6.8     9.0    10.7    10.8    11.2
LL + I    : M+   3002.8  2629.4  2004.4  1109.6   239.7   189.4     0.0
            V      40.3    60.8    75.4    90.1   101.6   102.2   104.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    52.0    64.0    76.7    90.2   101.6   102.2   104.4
            M    2547.0  2342.0  1858.3  1068.5   236.2   186.8    -0.0
Total     : M+   9311.5  8134.3  6170.6  3403.0   733.5   579.4     0.0
            V      74.5   129.4   178.2   227.0   264.7   266.7   274.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    86.2   132.6   179.5   227.1   264.7   266.7   274.0
            M    8855.7  7846.9  6024.5  3362.0   730.0   576.8    -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   14.97   30.60   46.23   61.87   77.50
Self wt.  : M       0.0   187.4   237.2  1101.8  2001.0  2643.3  3028.7  3157.2
(Max)       V      81.5    79.0    78.4    65.7    49.3    32.9    16.4     0.0
Self wt.  : M       0.0   134.9   170.8   793.3  1440.7  1903.2  2180.7  2273.2
(Min)       V      58.7    56.9    56.4    47.3    35.5    23.7    11.8     0.0
DL-Prec.  : M       0.0    35.1    44.4   206.3   374.7   495.0   567.2   591.3
DC(Max)     V      15.3    14.8    14.7    12.3     9.2     6.2     3.1     0.0
DL-Prec.  : M       0.0    25.3    32.0   148.6   269.8   356.4   408.4   425.7
DC(Min)     V      11.0    10.7    10.6     8.9     6.6     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
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   166.3   210.5   977.7  1775.6  2345.6  2687.6  2801.6
Haunch (Max)V      72.3    70.1    69.5    58.3    43.8    29.2    14.6     0.0
Deck +    : M       0.0   119.7   151.6   703.9  1278.4  1688.8  1935.0  2017.1
Haunch (Min)V      52.1    50.5    50.1    42.0    31.5    21.0    10.5     0.0
Diaphragm : M       0.0     0.7     0.9     4.7     9.6    14.4    18.0    18.0
(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     3.4     6.9    10.4    12.9    12.9
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    65.9    83.5   387.8   704.2   930.3  1065.9  1111.2
DC(Max)     V      28.7    27.8    27.6    23.1    17.4    11.6     5.8     0.0
DL-Comp   : M       0.0    47.5    60.1   279.2   507.1   669.8   767.5   800.0
DC(Min)     V      20.6    20.0    19.9    16.7    12.5     8.3     4.2     0.0
DL-Comp   : M       0.0    38.5    48.7   226.3   411.0   542.9   622.1   648.5
DW(Max)     V      16.7    16.2    16.1    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    16.7    21.1    98.1   178.1   235.3   269.6   281.0
DW(Min)     V       7.3     7.0     7.0     5.9     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   414.3   524.4  2427.3  4384.6  5751.8  6568.6  6811.8
            V     228.4   223.5   222.2   197.1   165.0   133.0    88.3    56.2
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   228.4   223.6   222.2   197.3   167.9   140.0   113.8    89.2
            M       0.0   408.6   516.7  2337.4  4065.1  5123.1  5571.6  5470.9
Total     : M+      0.0   908.2  1149.8  5331.8  9660.8 12723.5 14558.1 15139.4
            V     443.2   431.8   428.7   370.4   295.1   219.8   131.5    56.2
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   443.2   431.9   428.8   370.7   297.9   226.8   157.1    89.2
            M       0.0   902.6  1142.1  5241.9  9341.3 12094.7 13561.1 13798.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    93.13  108.77  124.40  140.03  152.03  152.66  155.00
Self wt.  : M    3028.7  2643.3  2001.0  1101.8   237.2   187.4     0.0
(Max)       V      16.4    32.9    49.3    65.7    78.4    79.0    81.5
Self wt.  : M    2180.7  1903.2  1440.7   793.3   170.8   134.9     0.0
(Min)       V      11.8    23.7    35.5    47.3    56.4    56.9    58.7
DL-Prec.  : M     567.2   495.0   374.7   206.3    44.4    35.1     0.0
DC(Max)     V       3.1     6.2     9.2    12.3    14.7    14.8    15.3
DL-Prec.  : M     408.4   356.4   269.8   148.6    32.0    25.3     0.0
DC(Min)     V       2.2     4.4     6.6     8.9    10.6    10.7    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
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    2687.6  2345.6  1775.6   977.7   210.5   166.3     0.0
Haunch (Max)V      14.6    29.2    43.8    58.3    69.5    70.1    72.3
Deck +    : M    1935.0  1688.8  1278.4   703.9   151.6   119.7     0.0
Haunch (Min)V      10.5    21.0    31.5    42.0    50.1    50.5    52.1
Diaphragm : M      18.0    14.4     9.6     4.7     0.9     0.7     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      12.9    10.4     6.9     3.4     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    1065.9   930.3   704.2   387.8    83.5    65.9     0.0
DC(Max)     V       5.8    11.6    17.4    23.1    27.6    27.8    28.7
DL-Comp   : M     767.5   669.8   507.1   279.2    60.1    47.5     0.0
DC(Min)     V       4.2     8.3    12.5    16.7    19.9    20.0    20.6
DL-Comp   : M     622.1   542.9   411.0   226.3    48.7    38.5     0.0
DW(Max)     V       3.4     6.8    10.1    13.5    16.1    16.2    16.7
DL-Comp   : M     269.6   235.3   178.1    98.1    21.1    16.7     0.0
DW(Min)     V       1.5     2.9     4.4     5.9     7.0     7.0     7.3
LL + I    : M+   6568.6  5751.8  4384.6  2427.2   524.4   414.3     0.0
            V      88.3   133.0   165.0   197.1   222.2   223.5   228.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   113.8   140.0   167.9   197.3   222.2   223.6   228.4
            M    5571.6  5123.1  4065.1  2337.4   516.7   408.6    -0.0
Total     : M+  14558.1 12723.5  9660.8  5331.8  1149.8   908.2     0.0
            V     131.5   219.8   295.1   370.4   428.7   431.8   443.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   157.1   226.8   297.9   370.7   428.8   431.9   443.2
            M   13561.1 12094.7  9341.3  5241.9  1142.1   902.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               81.5             81.5
Deck+Haunch            72.3             72.3
Diaphragm               0.3              0.3
DL-Prec.(DC)           15.3             15.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          143.4            143.4
DL-Comp.(DW)           83.7             83.7
Live                  205.2            205.2
        Truck         118.4            118.4
        Lane           86.8             86.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.97   30.60   46.23   61.87   77.50
Self wt.  : M       0.0   149.9   189.8   881.4  1600.8  2114.7  2423.0  2525.8
(Max)       V      65.2    63.2    62.7    52.6    39.4    26.3    13.1     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    28.1    35.5   165.1   299.8   396.0   453.8   473.0
DC(Max)     V      12.2    11.8    11.7     9.8     7.4     4.9     2.5     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   133.0   168.4   782.1  1420.5  1876.5  2150.1  2241.2
Haunch (Max)V      57.8    56.1    55.6    46.7    35.0    23.3    11.7     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     3.7     7.7    11.6    14.4    14.4
(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    52.8    66.8   310.2   563.4   744.2   852.8   888.9
DC(Max)     V      22.9    22.2    22.1    18.5    13.9     9.3     4.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    25.7    32.5   150.9   274.0   362.0   414.7   432.3
DW(Max)     V      11.2    10.8    10.7     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   216.1   273.5  1255.7  2239.1  2929.8  3310.8  3356.6
            V     119.6   117.4   116.9   106.0    92.5    69.5    55.9    42.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   119.6   117.4   116.9   106.0    92.5    78.9    65.4    51.8
            M       0.0   216.1   273.5  1255.7  2239.1  2887.3  3200.2  3177.9
Total     : M+      0.0   606.1   767.3  3549.1  6405.3  8434.7  9619.5  9932.3
            V     289.1   281.9   280.0   242.9   195.2   138.1    90.1    42.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   289.1   281.9   280.0   242.9   195.2   147.5    99.5    51.8
            M       0.0   606.1   767.3  3549.1  6405.3  8392.2  9508.9  9753.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    93.13  108.77  124.40  140.03  152.03  152.66  155.00
Self wt.  : M    2423.0  2114.7  1600.8   881.4   189.8   149.9     0.0
(Max)       V      13.1    26.3    39.4    52.6    62.7    63.2    65.2
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     453.8   396.0   299.8   165.1    35.5    28.1     0.0
DC(Max)     V       2.5     4.9     7.4     9.8    11.7    11.8    12.2
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    2150.1  1876.5  1420.5   782.1   168.4   133.0     0.0
Haunch (Max)V      11.7    23.3    35.0    46.7    55.6    56.1    57.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      14.4    11.6     7.7     3.7     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     852.8   744.2   563.4   310.2    66.8    52.8     0.0
DC(Max)     V       4.6     9.3    13.9    18.5    22.1    22.2    22.9
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     414.7   362.0   274.0   150.9    32.5    25.7     0.0
DW(Max)     V       2.3     4.5     6.8     9.0    10.7    10.8    11.2
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+   3310.8  2929.8  2239.1  1255.7   273.5   216.1     0.0
            V      55.9    69.5    92.5   106.0   116.9   117.4   119.6
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    65.4    78.9    92.5   106.0   116.9   117.4   119.6
            M    3200.2  2887.3  2239.1  1255.7   273.5   216.1     0.0
Total     : M+   9619.5  8434.7  6405.3  3549.1   767.3   606.1     0.0
            V      90.1   138.1   195.2   242.9   280.0   281.9   289.1
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    99.5   147.5   195.2   242.9   280.0   281.9   289.1
            M    9508.9  8392.2  6405.3  3549.1   767.3   606.1     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   15.63   31.27   46.90   62.53   78.17   54.72
 
Beam-Self
Precast-top    0.188   0.897   1.584   2.063   2.347   2.445   2.228 
Bottom        -0.148  -0.701  -1.225  -1.577  -1.785  -1.859  -1.699 
 
Prestress
Precast-top    0.148  -0.249  -0.731  -1.200  -1.429  -1.429  -1.429 
Bottom         5.334   5.624   5.968   6.294   6.451   6.451   6.451 
 
Total
Precast-top    0.336   0.647   0.853   0.863   0.918   1.016   0.799 
Bottom         5.185   4.923   4.743   4.717   4.666   4.592   4.752 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.88 %)
             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   14.97   30.60   46.23   61.87   77.50
 
Prestress
Precast-top    0.046   0.127   0.110  -0.215  -0.629  -1.033  -1.231  -1.231
Bottom         1.084   4.593   4.606   4.843   5.139   5.421   5.555   5.555
 
Self wt.
Precast-top   -0.000   0.146   0.185   0.855   1.542   2.021   2.306   2.404
Bottom        -0.000  -0.115  -0.146  -0.668  -1.192  -1.545  -1.753  -1.827
 
DL-Prec (DC)
Precast-top   -0.000   0.027   0.035   0.160   0.289   0.379   0.432   0.450
Bottom        -0.000  -0.022  -0.027  -0.125  -0.223  -0.289  -0.328  -0.342
 
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   0.004   0.007   0.011   0.014   0.014
Bottom        -0.000  -0.000  -0.001  -0.003  -0.006  -0.008  -0.010  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.129   0.164   0.758   1.368   1.794   2.046   2.133
Bottom        -0.000  -0.102  -0.129  -0.593  -1.058  -1.371  -1.556  -1.622
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.018   0.083   0.150   0.197   0.224   0.234
Precast-top   -0.000   0.013   0.017   0.078   0.140   0.184   0.211   0.220
Bottom        -0.000  -0.029  -0.036  -0.167  -0.300  -0.392  -0.447  -0.466
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.009   0.040   0.073   0.096   0.109   0.114
Precast-top   -0.000   0.006   0.008   0.038   0.068   0.090   0.103   0.107
Bottom        -0.000  -0.014  -0.018  -0.081  -0.146  -0.191  -0.217  -0.226
 
LL+I(+)
Topping-top   -0.000   0.064   0.080   0.371   0.666   0.868   0.988   1.025
Precast-top   -0.000   0.059   0.075   0.347   0.624   0.815   0.928   0.962
Bottom        -0.000  -0.129  -0.163  -0.747  -1.335  -1.732  -1.966  -2.038
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.085   0.107   0.494   0.888   1.160   1.322   1.373 
Precast-top    0.046   0.509   0.594   2.024   3.410   4.260   4.808   5.058 
Bottom         1.084   4.183   4.087   2.459   0.879  -0.108  -0.722  -0.977 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.021   0.027   0.123   0.223   0.292   0.334   0.348 
Precast-top    0.046   0.450   0.519   1.677   2.786   3.445   3.880   4.096 
Bottom         1.084   4.312   4.249   3.206   2.214   1.623   1.244   1.062 
 

 
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   15.63   31.27   46.90   62.53   78.17   54.72
 
Beam-Self
Precast-top    0.188   0.897   1.584   2.063   2.347   2.445   2.228 
Bottom        -0.148  -0.701  -1.225  -1.577  -1.785  -1.859  -1.699 
 
Prestress
Precast-top    0.148  -0.249  -0.731  -1.200  -1.429  -1.429  -1.429 
Bottom         5.334   5.624   5.968   6.294   6.451   6.451   6.451 
 
Total
Precast-top    0.336   0.647   0.853   0.863   0.918   1.016   0.799 
Bottom         5.185   4.923   4.743   4.717   4.666   4.592   4.752 
 
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 = 13.88 %)
             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   14.97   30.60   46.23   61.87   77.50
 
Prestress
Precast-top    0.046   0.127   0.110  -0.215  -0.629  -1.033  -1.231  -1.231
Bottom         1.084   4.593   4.606   4.843   5.139   5.421   5.555   5.555
 
Self wt.
Precast-top   -0.000   0.146   0.185   0.855   1.542   2.021   2.306   2.404
Bottom        -0.000  -0.115  -0.146  -0.668  -1.192  -1.545  -1.753  -1.827
 
DL-Prec (DC)
Precast-top   -0.000   0.027   0.035   0.160   0.289   0.379   0.432   0.450
Bottom        -0.000  -0.022  -0.027  -0.125  -0.223  -0.289  -0.328  -0.342
 
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   0.004   0.007   0.011   0.014   0.014
Bottom        -0.000  -0.000  -0.001  -0.003  -0.006  -0.008  -0.010  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.129   0.164   0.758   1.368   1.794   2.046   2.133
Bottom        -0.000  -0.102  -0.129  -0.593  -1.058  -1.371  -1.556  -1.622
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.018   0.083   0.150   0.197   0.224   0.234
Precast-top   -0.000   0.013   0.017   0.078   0.140   0.184   0.211   0.220
Bottom        -0.000  -0.029  -0.036  -0.167  -0.300  -0.392  -0.447  -0.466
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.009   0.040   0.073   0.096   0.109   0.114
Precast-top   -0.000   0.006   0.008   0.038   0.068   0.090   0.103   0.107
Bottom        -0.000  -0.014  -0.018  -0.081  -0.146  -0.191  -0.217  -0.226
 
LL+I(+)
Topping-top   -0.000   0.051   0.064   0.296   0.533   0.694   0.791   0.820
Precast-top   -0.000   0.047   0.060   0.277   0.499   0.652   0.742   0.770
Bottom        -0.000  -0.103  -0.130  -0.598  -1.068  -1.385  -1.573  -1.631
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.072   0.091   0.420   0.755   0.987   1.124   1.168 
Precast-top    0.046   0.498   0.579   1.955   3.285   4.097   4.622   4.866 
Bottom         1.084   4.209   4.119   2.608   1.146   0.238  -0.329  -0.569 
 

 
 
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   14.97   30.60   46.23   61.87   77.50
F_LL+I(+)
Topping-top   -0.000   0.058   0.073   0.336   0.595   0.774   0.872   0.884
Precast-top   -0.000   0.054   0.069   0.314   0.558   0.726   0.819   0.830
Bottom        -0.000  -0.117  -0.149  -0.677  -1.193  -1.544  -1.734  -1.758
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.068   0.087   0.397   0.706   0.920   1.038   1.058 
Precast-top    0.023   0.279   0.328   1.153   1.951   2.449   2.758   2.878 
Bottom         0.542   2.038   1.976   0.926  -0.086  -0.732  -1.112  -1.227 
 

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
    443.2    6.5   66.2    1.650   6.8   6.00e-3 50.0    447.6     1.631    3.840      0.00
      0.0    1.6   65.4     41.9 0.109      38.0 0.87    24.00     0.133    2.231 
Transfer:   3.00
    431.9    6.5   66.2    7.444  30.7  -0.15e-3 28.5    224.1     0.388    1.760      0.00
    902.6    6.9   62.7    189.0 0.105     225.0 5.39    24.00     0.133    2.295 
Critical:   5.81
    417.9    6.5   66.2    8.720  30.7  -0.21e-3 28.3    199.8     0.348    0.827      0.00
   1910.8    8.9   61.8    189.0 0.103     233.8 5.69    24.00     0.133    1.592 
0.1L    :  15.63
    370.7    6.5   66.2   10.850  30.7  -0.15e-3 28.5    165.9     0.302    0.620      0.00
   5241.9   16.4   59.6    189.0 0.094     215.2 5.42    24.00     0.133    1.425 
0.2L    :  31.27
    297.9    6.5   61.6   13.454  30.7  -0.06e-3 28.8    114.9     0.228    0.413      0.00
   9341.3   16.7   55.5    189.0 0.079     185.4 5.02    24.00     0.133    1.283 
0.3L    :  46.90
    226.8    6.5   64.2   13.454  30.7   0.43e-3 30.5     82.1     0.168    0.413      0.00
  12094.7   17.0   57.8    189.0 0.056     139.3 3.62    24.00     0.133    1.478 
0.4L    :  62.53
    157.1    6.5   65.4   13.454   0.0   0.98e-3 32.4     66.2     0.143    0.413      0.00
  13561.1   17.2   58.9    189.0 0.043     108.3 2.76    24.00     0.133    1.718 
0.5L    :  78.17
     89.2    6.5   65.4   13.454   0.0   0.93e-3 32.3      0.0     0.133    0.413      0.00
  13798.5   17.2   58.9    189.0 0.025     110.7 2.82    24.00     0.133    3.063 
0.6L    :  93.80
    157.1    6.5   65.4   13.454   0.0   0.98e-3 32.4     66.2     0.143    0.413      0.00
  13561.1   17.2   58.9    189.0 0.043     108.3 2.76    24.00     0.133    1.718 
0.7L    : 109.43
    226.8    6.5   64.2   13.454  30.7   0.43e-3 30.5     82.1     0.168    0.413      0.00
  12094.7   17.0   57.8    189.0 0.056     139.3 3.62    24.00     0.133    1.478 
0.8L    : 125.06
    297.9    6.5   61.6   13.454  30.7  -0.06e-3 28.8    114.9     0.228    0.413      0.00
   9341.3   16.7   55.5    189.0 0.079     185.4 5.02    24.00     0.133    1.283 
0.9L    : 140.70
    370.7    6.5   66.2   10.850  30.7  -0.15e-3 28.5    165.9     0.302    0.620      0.00
   5241.9   16.4   59.6    189.0 0.094     215.2 5.42    24.00     0.133    1.425 
Critical: 150.52
    417.9    6.5   66.2    8.720  30.7  -0.21e-3 28.3    199.8     0.348    0.827      0.00
   1910.8    8.9   61.8    189.0 0.103     233.8 5.69    24.00     0.133    1.592 
Transfer: 153.33
    431.9    6.5   66.2    7.444  30.7  -0.15e-3 28.5    224.1     0.388    1.760      0.00
    902.6    6.9   62.7    189.0 0.105     225.0 5.39    24.00     0.133    2.295 
Bearing : 155.67
    443.2    6.5   66.2    1.650   6.8   6.00e-3 50.0    447.6     1.631    3.840      0.00
      0.0    1.6   65.4     41.9 0.109      38.0 0.87    24.00     0.133    2.231 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 2637.25
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    5.27
 
 
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
    443.2      7.53     66.21    1.59       65.42    24.00      0.300      1.759      0.000      1.920 
Transfer:      2.33
    431.9      7.65     66.21    6.92       62.75    24.00      0.300      1.799      0.000      1.760 
Critical:      5.15
    418.2      7.52     66.21    8.91       61.76    24.00      0.300      1.758      0.000      0.827 
0.1L    :     14.97
    370.7      7.10     66.21   16.41       58.00    24.00      0.300      1.617      0.000      0.620 
0.2L    :     30.60
    297.9      6.22     61.63   16.73       53.26    24.00      0.300      1.322      0.000      0.413 
0.3L    :     46.23
    226.8      4.53     64.17   17.03       55.66    24.00      0.300      0.760      0.000      0.413 
0.4L    :     61.87
    157.1      3.07     65.44   17.17       56.86    24.00      0.300      0.273      0.000      0.413 
0.5L    :     77.50
     89.2      1.74     65.44   17.17       56.86    24.00      0.300      0.000      0.000      0.413 
0.6L    :     93.13
    157.1      3.07     65.44   17.17       56.86    24.00      0.300      0.273      0.000      0.413 
0.7L    :    108.77
    226.8      4.53     64.17   17.03       55.66    24.00      0.300      0.760      0.000      0.413 
0.8L    :    124.40
    297.9      6.22     61.63   16.73       53.26    24.00      0.300      1.322      0.000      0.413 
0.9L    :    140.03
    370.7      7.10     66.21   16.41       58.00    24.00      0.300      1.617      0.000      0.620 
Critical:    149.85
    418.2      7.52     66.21    8.91       61.76    24.00      0.300      1.758      0.000      0.827 
Transfer:    152.66
    431.9      7.65     66.21    6.92       62.75    24.00      0.300      1.799      0.000      1.760 
Bearing :    155.00
    443.2      7.53     66.21    1.59       65.42    24.00      0.300      1.759      0.000      1.920 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 14.97 ft
Prestress      :       3.417  1.80      6.150  2.20      7.517
Self Wt.       :      -1.512  1.85     -2.797  2.40     -3.628
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          :       1.905            3.354            3.889
 
At 0.2 x L = 30.60 ft
Prestress      :       6.107  1.80     10.992  2.20     13.434
Self Wt.       :      -2.828  1.85     -5.232  2.40     -6.788
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          :       3.278            5.760            6.647
 
At 0.3 x L = 46.23 ft
Prestress      :       7.998  1.80     14.396  2.20     17.595
Self Wt.       :      -3.823  1.85     -7.073  2.40     -9.176
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          :       4.174            7.323            8.419
 
At 0.4 x L = 61.87 ft
Prestress      :       9.138  1.80     16.448  2.20     20.104
Self Wt.       :      -4.447  1.85     -8.228  2.40    -10.674
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          :       4.691            8.221            9.430
 
At 0.5 x L = 77.50 ft
Prestress      :       9.548  1.80     17.187  2.20     21.007
Self Wt.       :      -4.670  1.85     -8.640  2.40    -11.208
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          :       4.878            8.548            9.798
 
At 0.6 x L = 93.13 ft
Prestress      :       9.138  1.80     16.448  2.20     20.104
Self Wt.       :      -4.447  1.85     -8.228  2.40    -10.674
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          :       4.691            8.221            9.430
 
At 0.7 x L = 108.77 ft
Prestress      :       7.998  1.80     14.396  2.20     17.595
Self Wt.       :      -3.823  1.85     -7.073  2.40     -9.176
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          :       4.174            7.323            8.419
 
At 0.8 x L = 124.40 ft
Prestress      :       6.107  1.80     10.992  2.20     13.434
Self Wt.       :      -2.828  1.85     -5.232  2.40     -6.788
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          :       3.278            5.760            6.647
 
At 0.9 x L = 140.03 ft
Prestress      :       3.417  1.80      6.150  2.20      7.517
Self Wt.       :      -1.512  1.85     -2.797  2.40     -3.628
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          :       1.905            3.354            3.889
 

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
   908.2    57.0  9.230  258.9    8.4   6.92  10668.3  0.022T 1.00       -       -     -     -  
H/2     :   2.97
  1149.8    57.1  9.578  258.5    8.7   7.17  11049.6  0.021T 1.00       -       -     -     -  
0.1L    :  14.97
  5331.8    59.1 13.454  244.7   19.8  16.41  14803.2  0.007T 1.00  11450.5  7091.2    1.29    -  
0.2L    :  30.60
  9660.8    61.6 13.454  245.2   20.2  16.73  15530.3  0.007T 1.00  11618.9 11618.9    1.34    -  
0.3L    :  46.23
 12723.5    64.2 13.454  245.8   20.6  17.03  16259.1  0.007T 1.00  11976.4 11976.4    1.36    -  
0.4L    :  61.87
 14558.1    65.4 13.454  246.1   20.7  17.17  16624.2  0.007T 1.00  12120.9 12120.9    1.37    -  
0.5L    :  77.50
 15139.4    65.4 13.454  246.1   20.7  17.17  16624.2  0.007T 1.00  12039.5 12039.5    1.38    -  
0.6L    :  93.13
 14558.1    65.4 13.454  246.1   20.7  17.17  16624.2  0.007T 1.00  12120.9 12120.9    1.37    -  
0.7L    : 108.77
 12723.5    64.2 13.454  245.8   20.6  17.03  16259.1  0.007T 1.00  11976.4 11976.4    1.36    -  
0.8L    : 124.40
  9660.8    61.6 13.454  245.2   20.2  16.73  15530.3  0.007T 1.00  11618.9 11618.9    1.34    -  
0.9L    : 140.03
  5331.8    59.1 13.454  244.7   19.8  16.41  14803.2  0.007T 1.00  11450.5  7091.2    1.29    -  
H/2     : 152.03
  1149.8    57.1  9.578  258.5    8.7   7.17  11049.6  0.021T 1.00       -       -     -     -  
Transfer: 152.66
   908.2    57.0  9.230  258.9    8.4   6.92  10668.3  0.022T 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 1-31; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.109
        M   2.00 Fb     0.090
 
  2   2 E  60.00 Ft     0.412
        M  14.00 Fb     0.027
 
  3   2 E  58.00 Ft     0.702
        M  12.00 Fb    -0.026
 
  4   2 E  56.00 Ft     0.977
        M  10.00 Fb    -0.067
 
  5   2 E  54.00 Ft     1.239
        M   8.00 Fb    -0.098
 
  6   2 E  52.00 Ft     1.487
        M   6.00 Fb    -0.118
 
  7   2 E  50.00 Ft     1.722
        M   4.00 Fb    -0.127
 
  8   2 E  10.00 Ft     1.697
        M  10.00 Fb     0.068
 
  9   2 E  10.00 Ft     1.673
        M  10.00 Fb     0.263
 
 10   2 E   8.00 Ft     1.635
        M   8.00 Fb     0.469
 
 11   2 E   8.00 Ft     1.596
        M   8.00 Fb     0.675
 
 12   2 E   8.00 Ft     1.558
        M   8.00 Fb     0.881
 
 13   2 E   8.00 Ft     1.520
        M   8.00 Fb     1.087
 
 14   2 E   6.00 Ft     1.468
        M   6.00 Fb     1.304
 
 15   2 E   6.00 Ft     1.416
        M   6.00 Fb     1.520
 
 16   2 E   6.00 Ft     1.364
        M   6.00 Fb     1.737
 
 17   2 E   6.00 Ft     1.312
        M   6.00 Fb     1.954
 
 18   2 E   6.00 Ft     1.260
        M   6.00 Fb     2.171
 
 19   2 E   6.00 Ft     1.208
        M   6.00 Fb     2.388
 
 20   2 E   4.00 Ft     1.142
        M   4.00 Fb     2.615
 
 21   2 E   4.00 Ft     1.077
        M   4.00 Fb     2.843
 
 22   2 E   4.00 Ft     1.011
        M   4.00 Fb     3.071
 
 23   2 E   4.00 Ft     0.945
        M   4.00 Fb     3.298
 
 24   2 E   4.00 Ft     0.879
        M   4.00 Fb     3.526
 
 25   2 E   4.00 Ft     0.814
        M   4.00 Fb     3.754
 
 26   2 E   2.00 Ft     0.734
        M   2.00 Fb     3.992
 
 27   2 E   2.00 Ft     0.654
        M   2.00 Fb     4.231
 
 28   2 E   2.00 Ft     0.575
        M   2.00 Fb     4.469
 
 29   2 E   2.00 Ft     0.495
        M   2.00 Fb     4.708
 
 30   2 E   2.00 Ft     0.416
        M   2.00 Fb     4.947
 
 31   2 E   2.00 Ft     0.336
        M   2.00 Fb     5.185
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 156.33            Release Length, ft: 156.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  62
No. of strands, Draped:  12           No. of strands, Straight:  50
Concrete Strength, f'ci:   8.0  ksi        f'c:  10.5 ksi  f'ct   4.5 ksi
Initial losses: 10.06 %               Final losses: 15.12 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.185     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.336       Trans
      Precast Top w/ reinf. (tension)      -0.679           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 16624.15    15139.42     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       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:   2.700   1.373     Midspan    2.025   0.348     Midspan
    Pre.Top:   6.300   5.058     Midspan    4.725   4.096     Midspan
    Pre.Bot:   6.300   4.183    Transfer    4.725   4.312    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.403  -0.000     Bearing
    Pre.Top:  -0.600   0.046     Bearing
    Pre.Bot:  -0.600  -0.569     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             4.200   2.878     Midspan
    Pre.Bot:                                                             4.200   2.038    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  77.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       9.548  1.80     17.187  2.20     21.007
Self Wt.       :      -4.670  1.85     -8.640  2.40    -11.208
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          :       4.878            8.548            9.798
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  39.17 ft
Type      : I-Girder                            Curb-to-curb       =  36.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   8.04/  8.04 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            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  =  96.504 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  155.00
     DC  Line       0.075      0.00       0.075  155.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    57.50 
      0.50    97.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 156.330 ft
Release length = 156.330 ft
Design  length = 155.000 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)  : 0.623   (Calculated)    
Live Moment (1  lane  loaded)  : 0.420   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.047   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.862   (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           1385.7 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           926167 in4#
Ht. of c.g.           =        28.75 in             44.83 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1637.8 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 = 0.7561

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    14.97    30.60    46.23    61.87    77.50
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    820.3    865.4    865.4    865.4    865.4    865.4    865.4    865.4
  Yb      ,  in    28.53    27.78    27.77    27.64    27.47    27.30    27.21    27.21
  MI(Ixx) , in4   425325   434221   434383   437684   442604   448224   451297   451297
Composite: (At Final, using Ec =  5866.2 ksi )
  Area    , in2   1397.2   1437.6   1437.6   1437.6   1437.6   1437.6   1437.6   1437.6
  Yb      ,  in    44.58    43.73    43.72    43.65    43.56    43.47    43.42    43.42
  MI(Ixx) , in4   936596   973050   973367   979558   988198   997484  1002371  1002371

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.00  ksi   
  Elasticity         =     5362.7 ksi   
  Max comp           =       5.20 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.68 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =      10.50 ksi           4.50 ksi
  Elasticity         =    5866.19 ksi        4435.31 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       6.30 ksi           2.70 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.73 ksi           2.03 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       4.20 ksi           1.80 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.60 ksi          -0.40 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  62 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 54.72 ft from member end )
END PATTERN (Ycg = 14.71 in):
    14 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     4 @ 10.000 in     2 @ 50.000 in     2 @ 52.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 5.81 in):
(A) Draped:
     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in     2 @ 10.000 in
     2 @ 12.000 in     2 @ 14.000 in
(B) Straight:
    14 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     4 @ 10.000 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     =   13.45 in2      Initial Pull          =     2637.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.165 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     11.165 ft
Holddown Force        =  35.673 kips     Beam Shrtng (PL/AE)   =      1.066 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)       
---------------------------------------------------------------------------------------
      9695.679         740 7174.802     32.464 131480.328  1752.825     981.140        
 
 
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       5.50       0.1250      1.4649     No
      2      US#6[M19]       60.00        0.88       5.50       0.3540      1.4649    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.4649      2.2149    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.7149      2.2149     No
      2      US#6[M19]       60.00        0.88       6.00       2.2149      4.8809    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.8809     14.6309    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6309     22.6309    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.6309     27.1309    Yes
      2      US#5[M16]       60.00        0.62      18.00      27.1309    129.1991    Yes
      2      US#5[M16]       60.00        0.62      15.00     129.1991    133.6991    Yes
      2      US#5[M16]       60.00        0.62      12.00     133.6991    141.6991    Yes
      2      US#5[M16]       60.00        0.62       9.00     141.6991    151.4491    Yes
      2      US#6[M19]       60.00        0.88       6.00     151.4491    154.1152    Yes
      2      US#6[M19]       60.00        0.88       6.00     154.1152    154.6152     No
      2      US#6[M19]       60.00        0.88       6.00     154.1152    154.8652    Yes
      2      US#6[M19]       60.00        0.88       5.50     154.8652    155.9760    Yes
      2      US#6[M19]       60.00        0.88       5.50     154.8652    156.2051     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)  (ft)    (ft)      (in)    
------------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 155.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 13.4540 in2       Ycg =  5.81 in
         P_init    =     2637.3 kips  Ecc = 22.94 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.71 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.710 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.61 ksi    0.00 ksi
    due to Composite Loads                                 -2.89 ksi    0.00 ksi
    due to Live Loads                                      -5.74 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                         6.67 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.15 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.71 ksi  (10.06 %)            10.97 ksi ( 5.60 %)
Total Prestress Losses                                    30.69 ksi (15.66 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 165.3 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   14.97   30.60   46.23   61.87   77.50
Self wt.  : M       0.0   149.9   189.8   881.4  1600.8  2114.7  2423.0  2525.8
(Max)       V      65.2    63.2    62.7    52.6    39.4    26.3    13.1     0.0
DL-Prec.  : M       0.0    19.7    24.9   115.7   210.1   277.6   318.0   331.5
DC(Max)     V       8.6     8.3     8.2     6.9     5.2     3.5     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   142.0   179.8   835.0  1516.6  2003.4  2295.5  2392.8
Haunch (Max)V      61.8    59.9    59.4    49.8    37.4    24.9    12.5     0.0
Diaphragm : M       0.0     1.2     1.5     7.5    15.3    23.1    28.8    28.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    52.8    66.8   310.2   563.4   744.2   852.8   888.9
DC(Max)     V      22.9    22.2    22.1    18.5    13.9     9.3     4.6     0.0
DL-Comp   : M       0.0    25.7    32.5   150.9   274.0   362.0   414.7   432.3
DW(Max)     V      11.2    10.8    10.7     9.0     6.8     4.5     2.3     0.0
LL + I    : M+      0.0   199.3   252.3  1167.7  2109.3  2767.0  3159.9  3276.9
            V     146.1   143.0   142.1   126.1   105.6    85.1    56.5    36.0
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   146.1   143.0   142.2   126.2   107.4    89.6    72.8    57.1
            M       0.0   196.6   248.6  1124.5  1955.6  2464.6  2680.3  2631.9
Total     : M+      0.0   590.5   747.6  3468.4  6289.5  8291.9  9492.7  9877.0
            V     316.2   308.0   305.7   263.4   208.7   154.0    90.7    36.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   316.2   308.0   305.8   263.6   210.5   158.5   107.0    57.1
            M       0.0   587.8   743.9  3425.2  6135.8  7989.5  9013.0  9232.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    93.13  108.77  124.40  140.03  152.03  152.66  155.00
Self wt.  : M    2423.0  2114.7  1600.8   881.4   189.8   149.9     0.0
(Max)       V      13.1    26.3    39.4    52.6    62.7    63.2    65.2
DL-Prec.  : M     318.0   277.6   210.1   115.7    24.9    19.7     0.0
DC(Max)     V       1.7     3.5     5.2     6.9     8.2     8.3     8.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2295.5  2003.4  1516.6   835.0   179.8   142.0     0.0
Haunch (Max)V      12.5    24.9    37.4    49.8    59.4    59.9    61.8
Diaphragm : M      28.8    23.1    15.3     7.5     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     852.8   744.2   563.4   310.2    66.8    52.8     0.0
DC(Max)     V       4.6     9.3    13.9    18.5    22.1    22.2    22.9
DL-Comp   : M     414.7   362.0   274.0   150.9    32.5    25.7     0.0
DW(Max)     V       2.3     4.5     6.8     9.0    10.7    10.8    11.2
LL + I    : M+   3159.9  2767.0  2109.3  1167.7   252.3   199.3     0.0
            V      56.5    85.1   105.6   126.1   142.1   143.0   146.1
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    72.8    89.6   107.4   126.2   142.2   143.0   146.1
            M    2680.3  2464.6  1955.6  1124.5   248.6   196.6    -0.0
Total     : M+   9492.7  8291.9  6289.5  3468.4   747.6   590.5     0.0
            V      90.7   154.0   208.7   263.4   305.7   308.0   316.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   107.0   158.5   210.5   263.6   305.8   308.0   316.2
            M    9013.0  7989.5  6135.8  3425.2   743.9   587.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               65.2             65.2
Deck+Haunch            61.8             61.8
Diaphragm               0.5              0.5
DL-Prec.(DC)            8.6              8.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          114.7            114.7
DL-Comp.(DW)           55.8             55.8
Live                  117.3            117.3
        Truck          67.7             67.7
        Lane           49.6             49.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.97   30.60   46.23   61.87   77.50
Self wt.  : M       0.0   149.9   189.8   881.4  1600.8  2114.7  2423.0  2525.8
(Max)       V      65.2    63.2    62.7    52.6    39.4    26.3    13.1     0.0
DL-Prec.  : M       0.0    19.7    24.9   115.7   210.1   277.6   318.0   331.5
DC(Max)     V       8.6     8.3     8.2     6.9     5.2     3.5     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   142.0   179.8   835.0  1516.6  2003.4  2295.5  2392.8
Haunch (Max)V      61.8    59.9    59.4    49.8    37.4    24.9    12.5     0.0
Diaphragm : M       0.0     1.2     1.5     7.5    15.3    23.1    28.8    28.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    52.8    66.8   310.2   563.4   744.2   852.8   888.9
DC(Max)     V      22.9    22.2    22.1    18.5    13.9     9.3     4.6     0.0
DL-Comp   : M       0.0    25.7    32.5   150.9   274.0   362.0   414.7   432.3
DW(Max)     V      11.2    10.8    10.7     9.0     6.8     4.5     2.3     0.0
LL + I    : M+      0.0   159.4   201.8   934.1  1687.5  2213.6  2528.0  2621.5
            V     116.9   114.4   113.7   100.9    84.5    68.1    45.2    28.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.9   114.4   113.7   101.0    85.9    71.7    58.2    45.7
            M       0.0   157.3   198.9   899.6  1564.5  1971.6  2144.3  2105.5
Total     : M+      0.0   550.6   697.1  3234.8  5867.6  7738.5  8860.7  9221.6
            V     287.0   279.4   277.3   238.2   187.6   137.0    79.4    28.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   287.0   279.4   277.3   238.3   189.0   140.6    92.4    45.7
            M       0.0   548.4   694.2  3200.3  5744.7  7496.6  8477.0  8705.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    93.13  108.77  124.40  140.03  152.03  152.66  155.00
Self wt.  : M    2423.0  2114.7  1600.8   881.4   189.8   149.9     0.0
(Max)       V      13.1    26.3    39.4    52.6    62.7    63.2    65.2
DL-Prec.  : M     318.0   277.6   210.1   115.7    24.9    19.7     0.0
DC(Max)     V       1.7     3.5     5.2     6.9     8.2     8.3     8.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2295.5  2003.4  1516.6   835.0   179.8   142.0     0.0
Haunch (Max)V      12.5    24.9    37.4    49.8    59.4    59.9    61.8
Diaphragm : M      28.8    23.1    15.3     7.5     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     852.8   744.2   563.4   310.2    66.8    52.8     0.0
DC(Max)     V       4.6     9.3    13.9    18.5    22.1    22.2    22.9
DL-Comp   : M     414.7   362.0   274.0   150.9    32.5    25.7     0.0
DW(Max)     V       2.3     4.5     6.8     9.0    10.7    10.8    11.2
LL + I    : M+   2528.0  2213.6  1687.5   934.1   201.8   159.4     0.0
            V      45.2    68.1    84.5   100.9   113.7   114.4   116.9
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    58.2    71.7    85.9   101.0   113.7   114.4   116.9
            M    2144.3  1971.6  1564.5   899.6   198.9   157.3    -0.0
Total     : M+   8860.7  7738.5  5867.6  3234.8   697.1   550.6     0.0
            V      79.4   137.0   187.6   238.2   277.3   279.4   287.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    92.4   140.6   189.0   238.3   277.3   279.4   287.0
            M    8477.0  7496.6  5744.7  3200.3   694.2   548.4    -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   14.97   30.60   46.23   61.87   77.50
Self wt.  : M       0.0   187.4   237.2  1101.8  2001.0  2643.3  3028.7  3157.2
(Max)       V      81.5    79.0    78.4    65.7    49.3    32.9    16.4     0.0
Self wt.  : M       0.0   134.9   170.8   793.3  1440.7  1903.2  2180.7  2273.2
(Min)       V      58.7    56.9    56.4    47.3    35.5    23.7    11.8     0.0
DL-Prec.  : M       0.0    24.6    31.1   144.6   262.6   347.0   397.5   414.4
DC(Max)     V      10.7    10.4    10.3     8.6     6.5     4.3     2.2     0.0
DL-Prec.  : M       0.0    17.7    22.4   104.1   189.1   249.8   286.2   298.4
DC(Min)     V       7.7     7.5     7.4     6.2     4.7     3.1     1.6     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   177.5   224.8  1043.8  1895.7  2504.2  2869.3  2991.0
Haunch (Max)V      77.2    74.9    74.2    62.3    46.7    31.1    15.6     0.0
Deck +    : M       0.0   127.8   161.8   751.5  1364.9  1803.0  2065.9  2153.5
Haunch (Min)V      55.6    53.9    53.4    44.8    33.6    22.4    11.2     0.0
Diaphragm : M       0.0     1.5     1.9     9.4    19.1    28.9    35.9    35.9
(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     6.7    13.8    20.8    25.9    25.9
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    65.9    83.5   387.8   704.2   930.3  1065.9  1111.2
DC(Max)     V      28.7    27.8    27.6    23.1    17.4    11.6     5.8     0.0
DL-Comp   : M       0.0    47.5    60.1   279.2   507.1   669.8   767.5   800.0
DC(Min)     V      20.6    20.0    19.9    16.7    12.5     8.3     4.2     0.0
DL-Comp   : M       0.0    38.5    48.7   226.3   411.0   542.9   622.1   648.5
DW(Max)     V      16.7    16.2    16.1    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    16.7    21.1    98.1   178.1   235.3   269.6   281.0
DW(Min)     V       7.3     7.0     7.0     5.9     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   348.8   441.5  2043.4  3691.3  4842.3  5529.9  5734.6
            V     255.7   250.2   248.8   220.6   184.8   148.9    98.8    62.9
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   255.7   250.3   248.8   220.9   187.9   156.8   127.4    99.9
            M       0.0   344.0   435.0  1967.8  3422.3  4313.0  4690.6  4605.8
Total     : M+      0.0   844.2  1068.7  4957.0  8985.0 11838.9 13549.5 14092.8
            V     471.1   459.2   455.9   394.5   315.3   236.2   142.1    62.9
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   471.1   459.2   456.0   394.8   318.5   244.0   170.7    99.9
            M       0.0   839.4  1062.3  4881.4  8716.0 11309.6 12710.1 12964.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    93.13  108.77  124.40  140.03  152.03  152.66  155.00
Self wt.  : M    3028.7  2643.3  2001.0  1101.8   237.2   187.4     0.0
(Max)       V      16.4    32.9    49.3    65.7    78.4    79.0    81.5
Self wt.  : M    2180.7  1903.2  1440.7   793.3   170.8   134.9     0.0
(Min)       V      11.8    23.7    35.5    47.3    56.4    56.9    58.7
DL-Prec.  : M     397.5   347.0   262.6   144.6    31.1    24.6     0.0
DC(Max)     V       2.2     4.3     6.5     8.6    10.3    10.4    10.7
DL-Prec.  : M     286.2   249.8   189.1   104.1    22.4    17.7     0.0
DC(Min)     V       1.6     3.1     4.7     6.2     7.4     7.5     7.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2869.3  2504.2  1895.7  1043.8   224.8   177.5     0.0
Haunch (Max)V      15.6    31.1    46.7    62.3    74.2    74.9    77.2
Deck +    : M    2065.9  1803.0  1364.9   751.5   161.8   127.8     0.0
Haunch (Min)V      11.2    22.4    33.6    44.8    53.4    53.9    55.6
Diaphragm : M      35.9    28.9    19.1     9.4     1.9     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      25.9    20.8    13.8     6.7     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    1065.9   930.3   704.2   387.8    83.5    65.9     0.0
DC(Max)     V       5.8    11.6    17.4    23.1    27.6    27.8    28.7
DL-Comp   : M     767.5   669.8   507.1   279.2    60.1    47.5     0.0
DC(Min)     V       4.2     8.3    12.5    16.7    19.9    20.0    20.6
DL-Comp   : M     622.1   542.9   411.0   226.3    48.7    38.5     0.0
DW(Max)     V       3.4     6.8    10.1    13.5    16.1    16.2    16.7
DL-Comp   : M     269.6   235.3   178.1    98.1    21.1    16.7     0.0
DW(Min)     V       1.5     2.9     4.4     5.9     7.0     7.0     7.3
LL + I    : M+   5529.9  4842.3  3691.3  2043.4   441.5   348.8     0.0
            V      98.8   148.9   184.8   220.6   248.8   250.2   255.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   127.4   156.8   187.9   220.9   248.8   250.3   255.7
            M    4690.6  4313.0  3422.3  1967.8   435.0   344.0    -0.0
Total     : M+  13549.5 11838.9  8985.0  4957.0  1068.7   844.2     0.0
            V     142.1   236.2   315.3   394.5   455.9   459.2   471.1
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   170.7   244.0   318.5   394.8   456.0   459.2   471.1
            M   12710.1 11309.6  8716.0  4881.4  1062.3   839.4    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               81.5             81.5
Deck+Haunch            77.2             77.2
Diaphragm               0.6              0.6
DL-Prec.(DC)           10.7             10.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          143.4            143.4
DL-Comp.(DW)           83.7             83.7
Live                  205.2            205.2
        Truck         118.4            118.4
        Lane           86.8             86.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.97   30.60   46.23   61.87   77.50
Self wt.  : M       0.0   149.9   189.8   881.4  1600.8  2114.7  2423.0  2525.8
(Max)       V      65.2    63.2    62.7    52.6    39.4    26.3    13.1     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    19.7    24.9   115.7   210.1   277.6   318.0   331.5
DC(Max)     V       8.6     8.3     8.2     6.9     5.2     3.5     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   142.0   179.8   835.0  1516.6  2003.4  2295.5  2392.8
Haunch (Max)V      61.8    59.9    59.4    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     7.5    15.3    23.1    28.8    28.8
(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    52.8    66.8   310.2   563.4   744.2   852.8   888.9
DC(Max)     V      22.9    22.2    22.1    18.5    13.9     9.3     4.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    25.7    32.5   150.9   274.0   362.0   414.7   432.3
DW(Max)     V      11.2    10.8    10.7     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   122.7   155.3   712.9  1271.2  1663.3  1879.6  1905.6
            V     110.3   108.3   107.8    97.8    85.3    64.1    51.6    39.1
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   110.3   108.3   107.8    97.8    85.3    72.8    60.3    47.8
            M       0.0   122.7   155.3   712.9  1271.2  1639.2  1816.9  1804.2
Total     : M+      0.0   513.9   650.6  3013.6  5451.4  7188.3  8212.4  8505.8
            V     280.4   273.3   271.4   235.1   188.4   133.0    85.8    39.1
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   280.4   273.3   271.4   235.1   188.4   141.7    94.5    47.8
            M       0.0   513.9   650.6  3013.6  5451.4  7164.1  8149.6  8404.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    93.13  108.77  124.40  140.03  152.03  152.66  155.00
Self wt.  : M    2423.0  2114.7  1600.8   881.4   189.8   149.9     0.0
(Max)       V      13.1    26.3    39.4    52.6    62.7    63.2    65.2
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     318.0   277.6   210.1   115.7    24.9    19.7     0.0
DC(Max)     V       1.7     3.5     5.2     6.9     8.2     8.3     8.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2295.5  2003.4  1516.6   835.0   179.8   142.0     0.0
Haunch (Max)V      12.5    24.9    37.4    49.8    59.4    59.9    61.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      28.8    23.1    15.3     7.5     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     852.8   744.2   563.4   310.2    66.8    52.8     0.0
DC(Max)     V       4.6     9.3    13.9    18.5    22.1    22.2    22.9
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     414.7   362.0   274.0   150.9    32.5    25.7     0.0
DW(Max)     V       2.3     4.5     6.8     9.0    10.7    10.8    11.2
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+   1879.6  1663.3  1271.2   712.9   155.3   122.7     0.0
            V      51.6    64.1    85.3    97.8   107.8   108.3   110.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    60.3    72.8    85.3    97.8   107.8   108.3   110.3
            M    1816.9  1639.2  1271.2   712.9   155.3   122.7     0.0
Total     : M+   8212.4  7188.3  5451.4  3013.6   650.6   513.9     0.0
            V      85.8   133.0   188.4   235.1   271.4   273.3   280.4
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    94.5   141.7   188.4   235.1   271.4   273.3   280.4
            M    8149.6  7164.1  5451.4  3013.6   650.6   513.9     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   15.63   31.27   46.90   62.53   78.17   54.72
 
Beam-Self
Precast-top    0.188   0.897   1.584   2.063   2.347   2.445   2.228 
Bottom        -0.148  -0.701  -1.225  -1.577  -1.785  -1.859  -1.699 
 
Prestress
Precast-top    0.148  -0.249  -0.731  -1.200  -1.429  -1.429  -1.429 
Bottom         5.334   5.624   5.968   6.294   6.451   6.451   6.451 
 
Total
Precast-top    0.336   0.647   0.853   0.863   0.918   1.016   0.799 
Bottom         5.185   4.923   4.743   4.717   4.666   4.592   4.752 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.88 %)
             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   14.97   30.60   46.23   61.87   77.50
 
Prestress
Precast-top    0.046   0.127   0.110  -0.215  -0.629  -1.033  -1.231  -1.231
Bottom         1.084   4.593   4.606   4.843   5.139   5.421   5.555   5.555
 
Self wt.
Precast-top   -0.000   0.146   0.185   0.855   1.542   2.021   2.306   2.404
Bottom        -0.000  -0.115  -0.146  -0.668  -1.192  -1.545  -1.753  -1.827
 
DL-Prec (DC)
Precast-top   -0.000   0.019   0.024   0.112   0.202   0.265   0.303   0.315
Bottom        -0.000  -0.015  -0.019  -0.088  -0.156  -0.203  -0.230  -0.240
 
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   0.007   0.015   0.022   0.027   0.027
Bottom        -0.000  -0.001  -0.001  -0.006  -0.011  -0.017  -0.021  -0.021
 
Deck + Haunch
Precast-top   -0.000   0.138   0.175   0.810   1.461   1.915   2.184   2.277
Bottom        -0.000  -0.109  -0.138  -0.633  -1.129  -1.464  -1.661  -1.731
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.017   0.079   0.143   0.188   0.215   0.224
Precast-top   -0.000   0.013   0.016   0.074   0.133   0.175   0.200   0.208
Bottom        -0.000  -0.028  -0.036  -0.166  -0.298  -0.389  -0.443  -0.462
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.039   0.070   0.091   0.104   0.109
Precast-top   -0.000   0.006   0.008   0.036   0.065   0.085   0.097   0.101
Bottom        -0.000  -0.014  -0.018  -0.081  -0.145  -0.189  -0.216  -0.225
 
LL+I(+)
Topping-top   -0.000   0.051   0.065   0.298   0.536   0.699   0.796   0.825
Precast-top   -0.000   0.047   0.060   0.277   0.498   0.650   0.741   0.768
Bottom        -0.000  -0.107  -0.136  -0.624  -1.116  -1.447  -1.643  -1.703
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.071   0.090   0.416   0.749   0.979   1.115   1.158 
Precast-top    0.046   0.498   0.579   1.955   3.287   4.100   4.627   4.870 
Bottom         1.084   4.203   4.113   2.578   1.091   0.166  -0.411  -0.654 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.025   0.118   0.213   0.280   0.319   0.333 
Precast-top    0.046   0.450   0.519   1.678   2.789   3.450   3.886   4.102 
Bottom         1.084   4.311   4.249   3.203   2.207   1.613   1.232   1.049 
 

 
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   15.63   31.27   46.90   62.53   78.17   54.72
 
Beam-Self
Precast-top    0.188   0.897   1.584   2.063   2.347   2.445   2.228 
Bottom        -0.148  -0.701  -1.225  -1.577  -1.785  -1.859  -1.699 
 
Prestress
Precast-top    0.148  -0.249  -0.731  -1.200  -1.429  -1.429  -1.429 
Bottom         5.334   5.624   5.968   6.294   6.451   6.451   6.451 
 
Total
Precast-top    0.336   0.647   0.853   0.863   0.918   1.016   0.799 
Bottom         5.185   4.923   4.743   4.717   4.666   4.592   4.752 
 
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 = 13.88 %)
             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   14.97   30.60   46.23   61.87   77.50
 
Prestress
Precast-top    0.046   0.127   0.110  -0.215  -0.629  -1.033  -1.231  -1.231
Bottom         1.084   4.593   4.606   4.843   5.139   5.421   5.555   5.555
 
Self wt.
Precast-top   -0.000   0.146   0.185   0.855   1.542   2.021   2.306   2.404
Bottom        -0.000  -0.115  -0.146  -0.668  -1.192  -1.545  -1.753  -1.827
 
DL-Prec (DC)
Precast-top   -0.000   0.019   0.024   0.112   0.202   0.265   0.303   0.315
Bottom        -0.000  -0.015  -0.019  -0.088  -0.156  -0.203  -0.230  -0.240
 
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   0.007   0.015   0.022   0.027   0.027
Bottom        -0.000  -0.001  -0.001  -0.006  -0.011  -0.017  -0.021  -0.021
 
Deck + Haunch
Precast-top   -0.000   0.138   0.175   0.810   1.461   1.915   2.184   2.277
Bottom        -0.000  -0.109  -0.138  -0.633  -1.129  -1.464  -1.661  -1.731
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.017   0.079   0.143   0.188   0.215   0.224
Precast-top   -0.000   0.013   0.016   0.074   0.133   0.175   0.200   0.208
Bottom        -0.000  -0.028  -0.036  -0.166  -0.298  -0.389  -0.443  -0.462
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.039   0.070   0.091   0.104   0.109
Precast-top   -0.000   0.006   0.008   0.036   0.065   0.085   0.097   0.101
Bottom        -0.000  -0.014  -0.018  -0.081  -0.145  -0.189  -0.216  -0.225
 
LL+I(+)
Topping-top   -0.000   0.041   0.052   0.239   0.429   0.559   0.637   0.660
Precast-top   -0.000   0.038   0.048   0.221   0.398   0.520   0.592   0.614
Bottom        -0.000  -0.086  -0.109  -0.500  -0.893  -1.158  -1.314  -1.363
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.061   0.077   0.357   0.642   0.839   0.956   0.993 
Precast-top    0.046   0.488   0.567   1.899   3.187   3.970   4.479   4.717 
Bottom         1.084   4.225   4.140   2.703   1.314   0.455  -0.083  -0.314 
 

 
 
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   14.97   30.60   46.23   61.87   77.50
F_LL+I(+)
Topping-top   -0.000   0.031   0.040   0.182   0.323   0.420   0.473   0.480
Precast-top   -0.000   0.029   0.037   0.169   0.300   0.391   0.441   0.447
Bottom        -0.000  -0.066  -0.084  -0.381  -0.672  -0.870  -0.977  -0.991
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.042   0.053   0.241   0.430   0.560   0.633   0.646 
Precast-top    0.023   0.254   0.296   1.008   1.694   2.116   2.384   2.498 
Bottom         0.542   2.089   2.041   1.220   0.431  -0.063  -0.361  -0.466 
 

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
    471.1    6.5   66.2    1.611   6.8   6.00e-3 50.0    478.6     1.742    3.840      0.00
      0.0    1.4   65.5     41.9 0.116      38.0 0.87    24.00     0.133    2.101 
Transfer:   3.00
    459.2    6.5   66.2    7.269  30.7  -0.12e-3 28.6    258.0     0.446    1.760      0.00
    839.4    6.3   63.0    189.0 0.111     221.6 5.28    24.00     0.133    2.168 
Critical:   5.86
    444.4    6.5   66.2    8.544  30.7  -0.18e-3 28.4    232.0     0.402    0.827      0.00
   1786.2    7.7   62.4    189.0 0.109     231.0 5.56    24.00     0.133    1.497 
0.1L    :  15.63
    394.8    6.5   66.2   10.850  30.7  -0.16e-3 28.4    189.5     0.342    0.620      0.00
   4881.4   12.4   60.0    189.0 0.100     218.5 5.47    24.00     0.133    1.352 
0.2L    :  31.27
    318.5    6.5   61.6   13.454  30.7  -0.08e-3 28.7    134.2     0.265    0.413      0.00
   8716.0   12.6   55.5    189.0 0.085     189.0 5.12    24.00     0.133    1.212 
0.3L    :  46.90
    244.0    6.5   64.2   13.454  30.7   0.05e-3 29.2     62.7     0.133    0.413      0.00
  11309.6   12.8   57.8    189.0 0.061     177.7 4.62    24.00     0.133    1.557 
0.4L    :  62.53
    170.7    6.5   65.4   13.454   0.0   0.56e-3 31.0     56.8     0.133    0.413      0.00
  12710.1   12.9   59.0    189.0 0.047     132.9 3.38    24.00     0.133    1.772 
0.5L    :  78.17
     99.9    6.5   65.4   13.454   0.0   0.51e-3 30.8      0.0     0.133    0.413      0.00
  12964.0   12.9   59.0    189.0 0.028     136.5 3.48    24.00     0.133    3.075 
0.6L    :  93.80
    170.7    6.5   65.4   13.454   0.0   0.56e-3 31.0     56.8     0.133    0.413      0.00
  12710.1   12.9   59.0    189.0 0.047     132.9 3.38    24.00     0.133    1.772 
0.7L    : 109.43
    244.0    6.5   64.2   13.454  30.7   0.05e-3 29.2     62.7     0.133    0.413      0.00
  11309.6   12.8   57.8    189.0 0.061     177.7 4.62    24.00     0.133    1.557 
0.8L    : 125.06
    318.5    6.5   61.6   13.454  30.7  -0.08e-3 28.7    134.2     0.265    0.413      0.00
   8716.0   12.6   55.5    189.0 0.085     189.0 5.12    24.00     0.133    1.212 
0.9L    : 140.70
    394.8    6.5   66.2   10.850  30.7  -0.16e-3 28.4    189.5     0.342    0.620      0.00
   4881.4   12.4   60.0    189.0 0.100     218.5 5.47    24.00     0.133    1.352 
Critical: 150.47
    444.4    6.5   66.2    8.544  30.7  -0.18e-3 28.4    232.0     0.402    0.827      0.00
   1786.2    7.7   62.4    189.0 0.109     231.0 5.56    24.00     0.133    1.497 
Transfer: 153.33
    459.2    6.5   66.2    7.269  30.7  -0.12e-3 28.6    258.0     0.446    1.760      0.00
    839.4    6.3   63.0    189.0 0.111     221.6 5.28    24.00     0.133    2.168 
Bearing : 155.67
    471.1    6.5   66.2    1.611   6.8   6.00e-3 50.0    478.6     1.742    3.840      0.00
      0.0    1.4   65.5     41.9 0.116      38.0 0.87    24.00     0.133    2.101 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 2637.25
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    5.27
 
 
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
    471.1      7.99     66.21    1.45       65.49    24.00      0.300      1.915      0.000      1.920 
Transfer:      2.33
    459.2      8.09     66.21    6.34       63.04    24.00      0.300      1.948      0.000      1.760 
Critical:      5.20
    444.6      7.92     66.21    7.67       62.37    24.00      0.300      1.890      0.000      0.827 
0.1L    :     14.97
    394.8      7.31     66.21   12.35       60.03    24.00      0.300      1.686      0.000      0.620 
0.2L    :     30.60
    318.5      6.40     61.63   12.59       55.33    24.00      0.300      1.382      0.000      0.413 
0.3L    :     46.23
    244.0      4.69     64.17   12.81       57.76    24.00      0.300      0.815      0.000      0.413 
0.4L    :     61.87
    170.7      3.22     65.44   12.92       58.98    24.00      0.300      0.322      0.000      0.413 
0.5L    :     77.50
     99.9      1.88     65.44   12.92       58.98    24.00      0.300      0.000      0.000      0.413 
0.6L    :     93.13
    170.7      3.22     65.44   12.92       58.98    24.00      0.300      0.322      0.000      0.413 
0.7L    :    108.77
    244.0      4.69     64.17   12.81       57.76    24.00      0.300      0.815      0.000      0.413 
0.8L    :    124.40
    318.5      6.40     61.63   12.59       55.33    24.00      0.300      1.382      0.000      0.413 
0.9L    :    140.03
    394.8      7.31     66.21   12.35       60.03    24.00      0.300      1.686      0.000      0.620 
Critical:    149.80
    444.6      7.92     66.21    7.67       62.37    24.00      0.300      1.890      0.000      0.827 
Transfer:    152.66
    459.2      8.09     66.21    6.34       63.04    24.00      0.300      1.948      0.000      1.760 
Bearing :    155.00
    471.1      7.99     66.21    1.45       65.49    24.00      0.300      1.915      0.000      1.920 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 14.97 ft
Prestress      :       3.417  1.80      6.150  2.20      7.517
Self Wt.       :      -1.512  1.85     -2.797  2.40     -3.628
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          :       1.905            3.354            3.889
 
At 0.2 x L = 30.60 ft
Prestress      :       6.107  1.80     10.992  2.20     13.434
Self Wt.       :      -2.828  1.85     -5.232  2.40     -6.788
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          :       3.278            5.760            6.647
 
At 0.3 x L = 46.23 ft
Prestress      :       7.998  1.80     14.396  2.20     17.595
Self Wt.       :      -3.823  1.85     -7.073  2.40     -9.176
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          :       4.174            7.323            8.419
 
At 0.4 x L = 61.87 ft
Prestress      :       9.138  1.80     16.448  2.20     20.104
Self Wt.       :      -4.447  1.85     -8.228  2.40    -10.674
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          :       4.691            8.221            9.430
 
At 0.5 x L = 77.50 ft
Prestress      :       9.548  1.80     17.187  2.20     21.007
Self Wt.       :      -4.670  1.85     -8.640  2.40    -11.208
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          :       4.878            8.548            9.798
 
At 0.6 x L = 93.13 ft
Prestress      :       9.138  1.80     16.448  2.20     20.104
Self Wt.       :      -4.447  1.85     -8.228  2.40    -10.674
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          :       4.691            8.221            9.430
 
At 0.7 x L = 108.77 ft
Prestress      :       7.998  1.80     14.396  2.20     17.595
Self Wt.       :      -3.823  1.85     -7.073  2.40     -9.176
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          :       4.174            7.323            8.419
 
At 0.8 x L = 124.40 ft
Prestress      :       6.107  1.80     10.992  2.20     13.434
Self Wt.       :      -2.828  1.85     -5.232  2.40     -6.788
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          :       3.278            5.760            6.647
 
At 0.9 x L = 140.03 ft
Prestress      :       3.417  1.80      6.150  2.20      7.517
Self Wt.       :      -1.512  1.85     -2.797  2.40     -3.628
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          :       1.905            3.354            3.889
 

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
   844.2    57.0  9.013  259.8    7.7   6.34  10511.1  0.024T 1.00       -       -     -     -  
H/2     :   2.97
  1068.7    57.1  9.358  259.5    7.9   6.58  10895.4  0.023T 1.00       -       -     -     -  
0.1L    :  14.97
  4957.0    59.1 13.454  250.9   14.9  12.35  15279.8  0.011T 1.00  11522.0  6592.8    1.33    -  
0.2L    :  30.60
  8985.0    61.6 13.454  251.4   15.2  12.59  16019.5  0.011T 1.00  11676.4 11676.4    1.37    -  
0.3L    :  46.23
 11838.9    64.2 13.454  251.8   15.5  12.81  16760.5  0.010T 1.00  12025.4 12025.4    1.39    -  
0.4L    :  61.87
 13549.5    65.4 13.454  252.0   15.6  12.92  17131.5  0.010T 1.00  12164.1 12164.1    1.41    -  
0.5L    :  77.50
 14092.8    65.4 13.454  252.0   15.6  12.92  17131.5  0.010T 1.00  12080.4 12080.4    1.42    -  
0.6L    :  93.13
 13549.5    65.4 13.454  252.0   15.6  12.92  17131.5  0.010T 1.00  12164.1 12164.1    1.41    -  
0.7L    : 108.77
 11838.9    64.2 13.454  251.8   15.5  12.81  16760.5  0.010T 1.00  12025.4 12025.4    1.39    -  
0.8L    : 124.40
  8985.0    61.6 13.454  251.4   15.2  12.59  16019.5  0.011T 1.00  11676.4 11676.4    1.37    -  
0.9L    : 140.03
  4957.0    59.1 13.454  250.9   14.9  12.35  15279.8  0.011T 1.00  11522.0  6592.8    1.33    -  
H/2     : 152.03
  1068.7    57.1  9.358  259.5    7.9   6.58  10895.4  0.023T 1.00       -       -     -     -  
Transfer: 152.66
   844.2    57.0  9.013  259.8    7.7   6.34  10511.1  0.024T 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 1-31; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.109
        M   2.00 Fb     0.090
 
  2   2 E  60.00 Ft     0.412
        M  14.00 Fb     0.027
 
  3   2 E  58.00 Ft     0.702
        M  12.00 Fb    -0.026
 
  4   2 E  56.00 Ft     0.977
        M  10.00 Fb    -0.067
 
  5   2 E  54.00 Ft     1.239
        M   8.00 Fb    -0.098
 
  6   2 E  52.00 Ft     1.487
        M   6.00 Fb    -0.118
 
  7   2 E  50.00 Ft     1.722
        M   4.00 Fb    -0.127
 
  8   2 E  10.00 Ft     1.697
        M  10.00 Fb     0.068
 
  9   2 E  10.00 Ft     1.673
        M  10.00 Fb     0.263
 
 10   2 E   8.00 Ft     1.635
        M   8.00 Fb     0.469
 
 11   2 E   8.00 Ft     1.596
        M   8.00 Fb     0.675
 
 12   2 E   8.00 Ft     1.558
        M   8.00 Fb     0.881
 
 13   2 E   8.00 Ft     1.520
        M   8.00 Fb     1.087
 
 14   2 E   6.00 Ft     1.468
        M   6.00 Fb     1.304
 
 15   2 E   6.00 Ft     1.416
        M   6.00 Fb     1.520
 
 16   2 E   6.00 Ft     1.364
        M   6.00 Fb     1.737
 
 17   2 E   6.00 Ft     1.312
        M   6.00 Fb     1.954
 
 18   2 E   6.00 Ft     1.260
        M   6.00 Fb     2.171
 
 19   2 E   6.00 Ft     1.208
        M   6.00 Fb     2.388
 
 20   2 E   4.00 Ft     1.142
        M   4.00 Fb     2.615
 
 21   2 E   4.00 Ft     1.077
        M   4.00 Fb     2.843
 
 22   2 E   4.00 Ft     1.011
        M   4.00 Fb     3.071
 
 23   2 E   4.00 Ft     0.945
        M   4.00 Fb     3.298
 
 24   2 E   4.00 Ft     0.879
        M   4.00 Fb     3.526
 
 25   2 E   4.00 Ft     0.814
        M   4.00 Fb     3.754
 
 26   2 E   2.00 Ft     0.734
        M   2.00 Fb     3.992
 
 27   2 E   2.00 Ft     0.654
        M   2.00 Fb     4.231
 
 28   2 E   2.00 Ft     0.575
        M   2.00 Fb     4.469
 
 29   2 E   2.00 Ft     0.495
        M   2.00 Fb     4.708
 
 30   2 E   2.00 Ft     0.416
        M   2.00 Fb     4.947
 
 31   2 E   2.00 Ft     0.336
        M   2.00 Fb     5.185
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 156.33            Release Length, ft: 156.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  62
No. of strands, Draped:  12           No. of strands, Straight:  50
Concrete Strength, f'ci:   8.0  ksi        f'c:  10.5 ksi  f'ct   4.5 ksi
Initial losses: 10.06 %               Final losses: 15.66 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.185     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.336       Trans
      Precast Top w/ reinf. (tension)      -0.679           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 17131.45    14092.84     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       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:   2.700   1.158     Midspan    2.025   0.333     Midspan
    Pre.Top:   6.300   4.870     Midspan    4.725   4.102     Midspan
    Pre.Bot:   6.300   4.203    Transfer    4.725   4.311    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.403  -0.000     Bearing
    Pre.Top:  -0.600   0.046     Bearing
    Pre.Bot:  -0.600  -0.314     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             4.200   2.498     Midspan
    Pre.Bot:                                                             4.200   2.089    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  77.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       9.548  1.80     17.187  2.20     21.007
Self Wt.       :      -4.670  1.85     -8.640  2.40    -11.208
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          :       4.878            8.548            9.798
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  39.17 ft
Type      : I-Girder                            Curb-to-curb       =  36.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   8.04/  8.04 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            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  =  96.504 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  155.00
     DC  Line       0.075      0.00       0.075  155.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    57.50 
      0.50    97.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 156.330 ft
Release length = 156.330 ft
Design  length = 155.000 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)  : 0.623   (Calculated)    
Live Moment (1  lane  loaded)  : 0.420   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.047   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.862   (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           1385.7 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           926167 in4#
Ht. of c.g.           =        28.75 in             44.83 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1637.8 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 = 0.7561

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    14.97    30.60    46.23    61.87    77.50
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    820.3    865.4    865.4    865.4    865.4    865.4    865.4    865.4
  Yb      ,  in    28.53    27.78    27.77    27.64    27.47    27.30    27.21    27.21
  MI(Ixx) , in4   425325   434221   434383   437684   442604   448224   451297   451297
Composite: (At Final, using Ec =  5866.2 ksi )
  Area    , in2   1397.2   1437.6   1437.6   1437.6   1437.6   1437.6   1437.6   1437.6
  Yb      ,  in    44.58    43.73    43.72    43.65    43.56    43.47    43.42    43.42
  MI(Ixx) , in4   936596   973050   973367   979558   988198   997484  1002371  1002371

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.00  ksi   
  Elasticity         =     5362.7 ksi   
  Max comp           =       5.20 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.68 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =      10.50 ksi           4.50 ksi
  Elasticity         =    5866.19 ksi        4435.31 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       6.30 ksi           2.70 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.73 ksi           2.03 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       4.20 ksi           1.80 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.60 ksi          -0.40 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  62 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 54.72 ft from member end )
END PATTERN (Ycg = 14.71 in):
    14 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     4 @ 10.000 in     2 @ 50.000 in     2 @ 52.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 5.81 in):
(A) Draped:
     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in     2 @ 10.000 in
     2 @ 12.000 in     2 @ 14.000 in
(B) Straight:
    14 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     4 @ 10.000 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     =   13.45 in2      Initial Pull          =     2637.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.165 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     11.165 ft
Holddown Force        =  35.673 kips     Beam Shrtng (PL/AE)   =      1.066 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)       
---------------------------------------------------------------------------------------
      9695.679         740 7174.802     32.464 131480.328  1752.825     981.140        
 
 
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       5.50       0.1250      1.4649     No
      2      US#6[M19]       60.00        0.88       5.50       0.3540      1.4649    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.4649      2.2149    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.7149      2.2149     No
      2      US#6[M19]       60.00        0.88       6.00       2.2149      4.8809    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.8809     14.6309    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6309     22.6309    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.6309     27.1309    Yes
      2      US#5[M16]       60.00        0.62      18.00      27.1309    129.1991    Yes
      2      US#5[M16]       60.00        0.62      15.00     129.1991    133.6991    Yes
      2      US#5[M16]       60.00        0.62      12.00     133.6991    141.6991    Yes
      2      US#5[M16]       60.00        0.62       9.00     141.6991    151.4491    Yes
      2      US#6[M19]       60.00        0.88       6.00     151.4491    154.1152    Yes
      2      US#6[M19]       60.00        0.88       6.00     154.1152    154.6152     No
      2      US#6[M19]       60.00        0.88       6.00     154.1152    154.8652    Yes
      2      US#6[M19]       60.00        0.88       5.50     154.8652    155.9760    Yes
      2      US#6[M19]       60.00        0.88       5.50     154.8652    156.2051     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)  (ft)    (ft)      (in)    
------------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 155.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 13.4540 in2       Ycg =  5.81 in
         P_init    =     2637.3 kips  Ecc = 22.94 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.71 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.710 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.61 ksi    0.00 ksi
    due to Composite Loads                                 -2.89 ksi    0.00 ksi
    due to Live Loads                                      -5.74 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                         6.67 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.15 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.71 ksi  (10.06 %)            10.97 ksi ( 5.60 %)
Total Prestress Losses                                    30.69 ksi (15.66 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 165.3 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   14.97   30.60   46.23   61.87   77.50
Self wt.  : M       0.0   149.9   189.8   881.4  1600.8  2114.7  2423.0  2525.8
(Max)       V      65.2    63.2    62.7    52.6    39.4    26.3    13.1     0.0
DL-Prec.  : M       0.0    19.7    24.9   115.7   210.1   277.6   318.0   331.5
DC(Max)     V       8.6     8.3     8.2     6.9     5.2     3.5     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   142.0   179.8   835.0  1516.6  2003.4  2295.5  2392.8
Haunch (Max)V      61.8    59.9    59.4    49.8    37.4    24.9    12.5     0.0
Diaphragm : M       0.0     1.2     1.5     7.5    15.3    23.1    28.8    28.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    52.8    66.8   310.2   563.4   744.2   852.8   888.9
DC(Max)     V      22.9    22.2    22.1    18.5    13.9     9.3     4.6     0.0
DL-Comp   : M       0.0    25.7    32.5   150.9   274.0   362.0   414.7   432.3
DW(Max)     V      11.2    10.8    10.7     9.0     6.8     4.5     2.3     0.0
LL + I    : M+      0.0   199.3   252.3  1167.7  2109.3  2767.0  3159.9  3276.9
            V     146.1   143.0   142.1   126.1   105.6    85.1    56.5    36.0
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   146.1   143.0   142.2   126.2   107.4    89.6    72.8    57.1
            M       0.0   196.6   248.6  1124.5  1955.6  2464.6  2680.3  2631.9
Total     : M+      0.0   590.5   747.6  3468.4  6289.5  8291.9  9492.7  9877.0
            V     316.2   308.0   305.7   263.4   208.7   154.0    90.7    36.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   316.2   308.0   305.8   263.6   210.5   158.5   107.0    57.1
            M       0.0   587.8   743.9  3425.2  6135.8  7989.5  9013.0  9232.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    93.13  108.77  124.40  140.03  152.03  152.66  155.00
Self wt.  : M    2423.0  2114.7  1600.8   881.4   189.8   149.9     0.0
(Max)       V      13.1    26.3    39.4    52.6    62.7    63.2    65.2
DL-Prec.  : M     318.0   277.6   210.1   115.7    24.9    19.7     0.0
DC(Max)     V       1.7     3.5     5.2     6.9     8.2     8.3     8.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2295.5  2003.4  1516.6   835.0   179.8   142.0     0.0
Haunch (Max)V      12.5    24.9    37.4    49.8    59.4    59.9    61.8
Diaphragm : M      28.8    23.1    15.3     7.5     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     852.8   744.2   563.4   310.2    66.8    52.8     0.0
DC(Max)     V       4.6     9.3    13.9    18.5    22.1    22.2    22.9
DL-Comp   : M     414.7   362.0   274.0   150.9    32.5    25.7     0.0
DW(Max)     V       2.3     4.5     6.8     9.0    10.7    10.8    11.2
LL + I    : M+   3159.9  2767.0  2109.3  1167.7   252.3   199.3     0.0
            V      56.5    85.1   105.6   126.1   142.1   143.0   146.1
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    72.8    89.6   107.4   126.2   142.2   143.0   146.1
            M    2680.3  2464.6  1955.6  1124.5   248.6   196.6    -0.0
Total     : M+   9492.7  8291.9  6289.5  3468.4   747.6   590.5     0.0
            V      90.7   154.0   208.7   263.4   305.7   308.0   316.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   107.0   158.5   210.5   263.6   305.8   308.0   316.2
            M    9013.0  7989.5  6135.8  3425.2   743.9   587.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               65.2             65.2
Deck+Haunch            61.8             61.8
Diaphragm               0.5              0.5
DL-Prec.(DC)            8.6              8.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          114.7            114.7
DL-Comp.(DW)           55.8             55.8
Live                  117.3            117.3
        Truck          67.7             67.7
        Lane           49.6             49.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.97   30.60   46.23   61.87   77.50
Self wt.  : M       0.0   149.9   189.8   881.4  1600.8  2114.7  2423.0  2525.8
(Max)       V      65.2    63.2    62.7    52.6    39.4    26.3    13.1     0.0
DL-Prec.  : M       0.0    19.7    24.9   115.7   210.1   277.6   318.0   331.5
DC(Max)     V       8.6     8.3     8.2     6.9     5.2     3.5     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   142.0   179.8   835.0  1516.6  2003.4  2295.5  2392.8
Haunch (Max)V      61.8    59.9    59.4    49.8    37.4    24.9    12.5     0.0
Diaphragm : M       0.0     1.2     1.5     7.5    15.3    23.1    28.8    28.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    52.8    66.8   310.2   563.4   744.2   852.8   888.9
DC(Max)     V      22.9    22.2    22.1    18.5    13.9     9.3     4.6     0.0
DL-Comp   : M       0.0    25.7    32.5   150.9   274.0   362.0   414.7   432.3
DW(Max)     V      11.2    10.8    10.7     9.0     6.8     4.5     2.3     0.0
LL + I    : M+      0.0   159.4   201.8   934.1  1687.5  2213.6  2528.0  2621.5
            V     116.9   114.4   113.7   100.9    84.5    68.1    45.2    28.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.9   114.4   113.7   101.0    85.9    71.7    58.2    45.7
            M       0.0   157.3   198.9   899.6  1564.5  1971.6  2144.3  2105.5
Total     : M+      0.0   550.6   697.1  3234.8  5867.6  7738.5  8860.7  9221.6
            V     287.0   279.4   277.3   238.2   187.6   137.0    79.4    28.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   287.0   279.4   277.3   238.3   189.0   140.6    92.4    45.7
            M       0.0   548.4   694.2  3200.3  5744.7  7496.6  8477.0  8705.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    93.13  108.77  124.40  140.03  152.03  152.66  155.00
Self wt.  : M    2423.0  2114.7  1600.8   881.4   189.8   149.9     0.0
(Max)       V      13.1    26.3    39.4    52.6    62.7    63.2    65.2
DL-Prec.  : M     318.0   277.6   210.1   115.7    24.9    19.7     0.0
DC(Max)     V       1.7     3.5     5.2     6.9     8.2     8.3     8.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2295.5  2003.4  1516.6   835.0   179.8   142.0     0.0
Haunch (Max)V      12.5    24.9    37.4    49.8    59.4    59.9    61.8
Diaphragm : M      28.8    23.1    15.3     7.5     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     852.8   744.2   563.4   310.2    66.8    52.8     0.0
DC(Max)     V       4.6     9.3    13.9    18.5    22.1    22.2    22.9
DL-Comp   : M     414.7   362.0   274.0   150.9    32.5    25.7     0.0
DW(Max)     V       2.3     4.5     6.8     9.0    10.7    10.8    11.2
LL + I    : M+   2528.0  2213.6  1687.5   934.1   201.8   159.4     0.0
            V      45.2    68.1    84.5   100.9   113.7   114.4   116.9
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    58.2    71.7    85.9   101.0   113.7   114.4   116.9
            M    2144.3  1971.6  1564.5   899.6   198.9   157.3    -0.0
Total     : M+   8860.7  7738.5  5867.6  3234.8   697.1   550.6     0.0
            V      79.4   137.0   187.6   238.2   277.3   279.4   287.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    92.4   140.6   189.0   238.3   277.3   279.4   287.0
            M    8477.0  7496.6  5744.7  3200.3   694.2   548.4    -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   14.97   30.60   46.23   61.87   77.50
Self wt.  : M       0.0   187.4   237.2  1101.8  2001.0  2643.3  3028.7  3157.2
(Max)       V      81.5    79.0    78.4    65.7    49.3    32.9    16.4     0.0
Self wt.  : M       0.0   134.9   170.8   793.3  1440.7  1903.2  2180.7  2273.2
(Min)       V      58.7    56.9    56.4    47.3    35.5    23.7    11.8     0.0
DL-Prec.  : M       0.0    24.6    31.1   144.6   262.6   347.0   397.5   414.4
DC(Max)     V      10.7    10.4    10.3     8.6     6.5     4.3     2.2     0.0
DL-Prec.  : M       0.0    17.7    22.4   104.1   189.1   249.8   286.2   298.4
DC(Min)     V       7.7     7.5     7.4     6.2     4.7     3.1     1.6     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   177.5   224.8  1043.8  1895.7  2504.2  2869.3  2991.0
Haunch (Max)V      77.2    74.9    74.2    62.3    46.7    31.1    15.6     0.0
Deck +    : M       0.0   127.8   161.8   751.5  1364.9  1803.0  2065.9  2153.5
Haunch (Min)V      55.6    53.9    53.4    44.8    33.6    22.4    11.2     0.0
Diaphragm : M       0.0     1.5     1.9     9.4    19.1    28.9    35.9    35.9
(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     6.7    13.8    20.8    25.9    25.9
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    65.9    83.5   387.8   704.2   930.3  1065.9  1111.2
DC(Max)     V      28.7    27.8    27.6    23.1    17.4    11.6     5.8     0.0
DL-Comp   : M       0.0    47.5    60.1   279.2   507.1   669.8   767.5   800.0
DC(Min)     V      20.6    20.0    19.9    16.7    12.5     8.3     4.2     0.0
DL-Comp   : M       0.0    38.5    48.7   226.3   411.0   542.9   622.1   648.5
DW(Max)     V      16.7    16.2    16.1    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    16.7    21.1    98.1   178.1   235.3   269.6   281.0
DW(Min)     V       7.3     7.0     7.0     5.9     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   348.8   441.5  2043.4  3691.3  4842.3  5529.9  5734.6
            V     255.7   250.2   248.8   220.6   184.8   148.9    98.8    62.9
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   255.7   250.3   248.8   220.9   187.9   156.8   127.4    99.9
            M       0.0   344.0   435.0  1967.8  3422.3  4313.0  4690.6  4605.8
Total     : M+      0.0   844.2  1068.7  4957.0  8985.0 11838.9 13549.5 14092.8
            V     471.1   459.2   455.9   394.5   315.3   236.2   142.1    62.9
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   471.1   459.2   456.0   394.8   318.5   244.0   170.7    99.9
            M       0.0   839.4  1062.3  4881.4  8716.0 11309.6 12710.1 12964.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    93.13  108.77  124.40  140.03  152.03  152.66  155.00
Self wt.  : M    3028.7  2643.3  2001.0  1101.8   237.2   187.4     0.0
(Max)       V      16.4    32.9    49.3    65.7    78.4    79.0    81.5
Self wt.  : M    2180.7  1903.2  1440.7   793.3   170.8   134.9     0.0
(Min)       V      11.8    23.7    35.5    47.3    56.4    56.9    58.7
DL-Prec.  : M     397.5   347.0   262.6   144.6    31.1    24.6     0.0
DC(Max)     V       2.2     4.3     6.5     8.6    10.3    10.4    10.7
DL-Prec.  : M     286.2   249.8   189.1   104.1    22.4    17.7     0.0
DC(Min)     V       1.6     3.1     4.7     6.2     7.4     7.5     7.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2869.3  2504.2  1895.7  1043.8   224.8   177.5     0.0
Haunch (Max)V      15.6    31.1    46.7    62.3    74.2    74.9    77.2
Deck +    : M    2065.9  1803.0  1364.9   751.5   161.8   127.8     0.0
Haunch (Min)V      11.2    22.4    33.6    44.8    53.4    53.9    55.6
Diaphragm : M      35.9    28.9    19.1     9.4     1.9     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      25.9    20.8    13.8     6.7     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    1065.9   930.3   704.2   387.8    83.5    65.9     0.0
DC(Max)     V       5.8    11.6    17.4    23.1    27.6    27.8    28.7
DL-Comp   : M     767.5   669.8   507.1   279.2    60.1    47.5     0.0
DC(Min)     V       4.2     8.3    12.5    16.7    19.9    20.0    20.6
DL-Comp   : M     622.1   542.9   411.0   226.3    48.7    38.5     0.0
DW(Max)     V       3.4     6.8    10.1    13.5    16.1    16.2    16.7
DL-Comp   : M     269.6   235.3   178.1    98.1    21.1    16.7     0.0
DW(Min)     V       1.5     2.9     4.4     5.9     7.0     7.0     7.3
LL + I    : M+   5529.9  4842.3  3691.3  2043.4   441.5   348.8     0.0
            V      98.8   148.9   184.8   220.6   248.8   250.2   255.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   127.4   156.8   187.9   220.9   248.8   250.3   255.7
            M    4690.6  4313.0  3422.3  1967.8   435.0   344.0    -0.0
Total     : M+  13549.5 11838.9  8985.0  4957.0  1068.7   844.2     0.0
            V     142.1   236.2   315.3   394.5   455.9   459.2   471.1
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   170.7   244.0   318.5   394.8   456.0   459.2   471.1
            M   12710.1 11309.6  8716.0  4881.4  1062.3   839.4    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               81.5             81.5
Deck+Haunch            77.2             77.2
Diaphragm               0.6              0.6
DL-Prec.(DC)           10.7             10.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          143.4            143.4
DL-Comp.(DW)           83.7             83.7
Live                  205.2            205.2
        Truck         118.4            118.4
        Lane           86.8             86.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.97   30.60   46.23   61.87   77.50
Self wt.  : M       0.0   149.9   189.8   881.4  1600.8  2114.7  2423.0  2525.8
(Max)       V      65.2    63.2    62.7    52.6    39.4    26.3    13.1     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    19.7    24.9   115.7   210.1   277.6   318.0   331.5
DC(Max)     V       8.6     8.3     8.2     6.9     5.2     3.5     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   142.0   179.8   835.0  1516.6  2003.4  2295.5  2392.8
Haunch (Max)V      61.8    59.9    59.4    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     7.5    15.3    23.1    28.8    28.8
(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    52.8    66.8   310.2   563.4   744.2   852.8   888.9
DC(Max)     V      22.9    22.2    22.1    18.5    13.9     9.3     4.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    25.7    32.5   150.9   274.0   362.0   414.7   432.3
DW(Max)     V      11.2    10.8    10.7     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   122.7   155.3   712.9  1271.2  1663.3  1879.6  1905.6
            V     110.3   108.3   107.8    97.8    85.3    64.1    51.6    39.1
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   110.3   108.3   107.8    97.8    85.3    72.8    60.3    47.8
            M       0.0   122.7   155.3   712.9  1271.2  1639.2  1816.9  1804.2
Total     : M+      0.0   513.9   650.6  3013.6  5451.4  7188.3  8212.4  8505.8
            V     280.4   273.3   271.4   235.1   188.4   133.0    85.8    39.1
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   280.4   273.3   271.4   235.1   188.4   141.7    94.5    47.8
            M       0.0   513.9   650.6  3013.6  5451.4  7164.1  8149.6  8404.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    93.13  108.77  124.40  140.03  152.03  152.66  155.00
Self wt.  : M    2423.0  2114.7  1600.8   881.4   189.8   149.9     0.0
(Max)       V      13.1    26.3    39.4    52.6    62.7    63.2    65.2
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     318.0   277.6   210.1   115.7    24.9    19.7     0.0
DC(Max)     V       1.7     3.5     5.2     6.9     8.2     8.3     8.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2295.5  2003.4  1516.6   835.0   179.8   142.0     0.0
Haunch (Max)V      12.5    24.9    37.4    49.8    59.4    59.9    61.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      28.8    23.1    15.3     7.5     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     852.8   744.2   563.4   310.2    66.8    52.8     0.0
DC(Max)     V       4.6     9.3    13.9    18.5    22.1    22.2    22.9
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     414.7   362.0   274.0   150.9    32.5    25.7     0.0
DW(Max)     V       2.3     4.5     6.8     9.0    10.7    10.8    11.2
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+   1879.6  1663.3  1271.2   712.9   155.3   122.7     0.0
            V      51.6    64.1    85.3    97.8   107.8   108.3   110.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    60.3    72.8    85.3    97.8   107.8   108.3   110.3
            M    1816.9  1639.2  1271.2   712.9   155.3   122.7     0.0
Total     : M+   8212.4  7188.3  5451.4  3013.6   650.6   513.9     0.0
            V      85.8   133.0   188.4   235.1   271.4   273.3   280.4
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    94.5   141.7   188.4   235.1   271.4   273.3   280.4
            M    8149.6  7164.1  5451.4  3013.6   650.6   513.9     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   15.63   31.27   46.90   62.53   78.17   54.72
 
Beam-Self
Precast-top    0.188   0.897   1.584   2.063   2.347   2.445   2.228 
Bottom        -0.148  -0.701  -1.225  -1.577  -1.785  -1.859  -1.699 
 
Prestress
Precast-top    0.148  -0.249  -0.731  -1.200  -1.429  -1.429  -1.429 
Bottom         5.334   5.624   5.968   6.294   6.451   6.451   6.451 
 
Total
Precast-top    0.336   0.647   0.853   0.863   0.918   1.016   0.799 
Bottom         5.185   4.923   4.743   4.717   4.666   4.592   4.752 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.88 %)
             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   14.97   30.60   46.23   61.87   77.50
 
Prestress
Precast-top    0.046   0.127   0.110  -0.215  -0.629  -1.033  -1.231  -1.231
Bottom         1.084   4.593   4.606   4.843   5.139   5.421   5.555   5.555
 
Self wt.
Precast-top   -0.000   0.146   0.185   0.855   1.542   2.021   2.306   2.404
Bottom        -0.000  -0.115  -0.146  -0.668  -1.192  -1.545  -1.753  -1.827
 
DL-Prec (DC)
Precast-top   -0.000   0.019   0.024   0.112   0.202   0.265   0.303   0.315
Bottom        -0.000  -0.015  -0.019  -0.088  -0.156  -0.203  -0.230  -0.240
 
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   0.007   0.015   0.022   0.027   0.027
Bottom        -0.000  -0.001  -0.001  -0.006  -0.011  -0.017  -0.021  -0.021
 
Deck + Haunch
Precast-top   -0.000   0.138   0.175   0.810   1.461   1.915   2.184   2.277
Bottom        -0.000  -0.109  -0.138  -0.633  -1.129  -1.464  -1.661  -1.731
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.017   0.079   0.143   0.188   0.215   0.224
Precast-top   -0.000   0.013   0.016   0.074   0.133   0.175   0.200   0.208
Bottom        -0.000  -0.028  -0.036  -0.166  -0.298  -0.389  -0.443  -0.462
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.039   0.070   0.091   0.104   0.109
Precast-top   -0.000   0.006   0.008   0.036   0.065   0.085   0.097   0.101
Bottom        -0.000  -0.014  -0.018  -0.081  -0.145  -0.189  -0.216  -0.225
 
LL+I(+)
Topping-top   -0.000   0.051   0.065   0.298   0.536   0.699   0.796   0.825
Precast-top   -0.000   0.047   0.060   0.277   0.498   0.650   0.741   0.768
Bottom        -0.000  -0.107  -0.136  -0.624  -1.116  -1.447  -1.643  -1.703
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.071   0.090   0.416   0.749   0.979   1.115   1.158 
Precast-top    0.046   0.498   0.579   1.955   3.287   4.100   4.627   4.870 
Bottom         1.084   4.203   4.113   2.578   1.091   0.166  -0.411  -0.654 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.025   0.118   0.213   0.280   0.319   0.333 
Precast-top    0.046   0.450   0.519   1.678   2.789   3.450   3.886   4.102 
Bottom         1.084   4.311   4.249   3.203   2.207   1.613   1.232   1.049 
 

 
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   15.63   31.27   46.90   62.53   78.17   54.72
 
Beam-Self
Precast-top    0.188   0.897   1.584   2.063   2.347   2.445   2.228 
Bottom        -0.148  -0.701  -1.225  -1.577  -1.785  -1.859  -1.699 
 
Prestress
Precast-top    0.148  -0.249  -0.731  -1.200  -1.429  -1.429  -1.429 
Bottom         5.334   5.624   5.968   6.294   6.451   6.451   6.451 
 
Total
Precast-top    0.336   0.647   0.853   0.863   0.918   1.016   0.799 
Bottom         5.185   4.923   4.743   4.717   4.666   4.592   4.752 
 
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 = 13.88 %)
             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   14.97   30.60   46.23   61.87   77.50
 
Prestress
Precast-top    0.046   0.127   0.110  -0.215  -0.629  -1.033  -1.231  -1.231
Bottom         1.084   4.593   4.606   4.843   5.139   5.421   5.555   5.555
 
Self wt.
Precast-top   -0.000   0.146   0.185   0.855   1.542   2.021   2.306   2.404
Bottom        -0.000  -0.115  -0.146  -0.668  -1.192  -1.545  -1.753  -1.827
 
DL-Prec (DC)
Precast-top   -0.000   0.019   0.024   0.112   0.202   0.265   0.303   0.315
Bottom        -0.000  -0.015  -0.019  -0.088  -0.156  -0.203  -0.230  -0.240
 
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   0.007   0.015   0.022   0.027   0.027
Bottom        -0.000  -0.001  -0.001  -0.006  -0.011  -0.017  -0.021  -0.021
 
Deck + Haunch
Precast-top   -0.000   0.138   0.175   0.810   1.461   1.915   2.184   2.277
Bottom        -0.000  -0.109  -0.138  -0.633  -1.129  -1.464  -1.661  -1.731
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.017   0.079   0.143   0.188   0.215   0.224
Precast-top   -0.000   0.013   0.016   0.074   0.133   0.175   0.200   0.208
Bottom        -0.000  -0.028  -0.036  -0.166  -0.298  -0.389  -0.443  -0.462
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.039   0.070   0.091   0.104   0.109
Precast-top   -0.000   0.006   0.008   0.036   0.065   0.085   0.097   0.101
Bottom        -0.000  -0.014  -0.018  -0.081  -0.145  -0.189  -0.216  -0.225
 
LL+I(+)
Topping-top   -0.000   0.041   0.052   0.239   0.429   0.559   0.637   0.660
Precast-top   -0.000   0.038   0.048   0.221   0.398   0.520   0.592   0.614
Bottom        -0.000  -0.086  -0.109  -0.500  -0.893  -1.158  -1.314  -1.363
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.061   0.077   0.357   0.642   0.839   0.956   0.993 
Precast-top    0.046   0.488   0.567   1.899   3.187   3.970   4.479   4.717 
Bottom         1.084   4.225   4.140   2.703   1.314   0.455  -0.083  -0.314 
 

 
 
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   14.97   30.60   46.23   61.87   77.50
F_LL+I(+)
Topping-top   -0.000   0.031   0.040   0.182   0.323   0.420   0.473   0.480
Precast-top   -0.000   0.029   0.037   0.169   0.300   0.391   0.441   0.447
Bottom        -0.000  -0.066  -0.084  -0.381  -0.672  -0.870  -0.977  -0.991
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.042   0.053   0.241   0.430   0.560   0.633   0.646 
Precast-top    0.023   0.254   0.296   1.008   1.694   2.116   2.384   2.498 
Bottom         0.542   2.089   2.041   1.220   0.431  -0.063  -0.361  -0.466 
 

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
    471.1    6.5   66.2    1.611   6.8   6.00e-3 50.0    478.6     1.742    3.840      0.00
      0.0    1.4   65.5     41.9 0.116      38.0 0.87    24.00     0.133    2.101 
Transfer:   3.00
    459.2    6.5   66.2    7.269  30.7  -0.12e-3 28.6    258.0     0.446    1.760      0.00
    839.4    6.3   63.0    189.0 0.111     221.6 5.28    24.00     0.133    2.168 
Critical:   5.86
    444.4    6.5   66.2    8.544  30.7  -0.18e-3 28.4    232.0     0.402    0.827      0.00
   1786.2    7.7   62.4    189.0 0.109     231.0 5.56    24.00     0.133    1.497 
0.1L    :  15.63
    394.8    6.5   66.2   10.850  30.7  -0.16e-3 28.4    189.5     0.342    0.620      0.00
   4881.4   12.4   60.0    189.0 0.100     218.5 5.47    24.00     0.133    1.352 
0.2L    :  31.27
    318.5    6.5   61.6   13.454  30.7  -0.08e-3 28.7    134.2     0.265    0.413      0.00
   8716.0   12.6   55.5    189.0 0.085     189.0 5.12    24.00     0.133    1.212 
0.3L    :  46.90
    244.0    6.5   64.2   13.454  30.7   0.05e-3 29.2     62.7     0.133    0.413      0.00
  11309.6   12.8   57.8    189.0 0.061     177.7 4.62    24.00     0.133    1.557 
0.4L    :  62.53
    170.7    6.5   65.4   13.454   0.0   0.56e-3 31.0     56.8     0.133    0.413      0.00
  12710.1   12.9   59.0    189.0 0.047     132.9 3.38    24.00     0.133    1.772 
0.5L    :  78.17
     99.9    6.5   65.4   13.454   0.0   0.51e-3 30.8      0.0     0.133    0.413      0.00
  12964.0   12.9   59.0    189.0 0.028     136.5 3.48    24.00     0.133    3.075 
0.6L    :  93.80
    170.7    6.5   65.4   13.454   0.0   0.56e-3 31.0     56.8     0.133    0.413      0.00
  12710.1   12.9   59.0    189.0 0.047     132.9 3.38    24.00     0.133    1.772 
0.7L    : 109.43
    244.0    6.5   64.2   13.454  30.7   0.05e-3 29.2     62.7     0.133    0.413      0.00
  11309.6   12.8   57.8    189.0 0.061     177.7 4.62    24.00     0.133    1.557 
0.8L    : 125.06
    318.5    6.5   61.6   13.454  30.7  -0.08e-3 28.7    134.2     0.265    0.413      0.00
   8716.0   12.6   55.5    189.0 0.085     189.0 5.12    24.00     0.133    1.212 
0.9L    : 140.70
    394.8    6.5   66.2   10.850  30.7  -0.16e-3 28.4    189.5     0.342    0.620      0.00
   4881.4   12.4   60.0    189.0 0.100     218.5 5.47    24.00     0.133    1.352 
Critical: 150.47
    444.4    6.5   66.2    8.544  30.7  -0.18e-3 28.4    232.0     0.402    0.827      0.00
   1786.2    7.7   62.4    189.0 0.109     231.0 5.56    24.00     0.133    1.497 
Transfer: 153.33
    459.2    6.5   66.2    7.269  30.7  -0.12e-3 28.6    258.0     0.446    1.760      0.00
    839.4    6.3   63.0    189.0 0.111     221.6 5.28    24.00     0.133    2.168 
Bearing : 155.67
    471.1    6.5   66.2    1.611   6.8   6.00e-3 50.0    478.6     1.742    3.840      0.00
      0.0    1.4   65.5     41.9 0.116      38.0 0.87    24.00     0.133    2.101 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 2637.25
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    5.27
 
 
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
    471.1      7.99     66.21    1.45       65.49    24.00      0.300      1.915      0.000      1.920 
Transfer:      2.33
    459.2      8.09     66.21    6.34       63.04    24.00      0.300      1.948      0.000      1.760 
Critical:      5.20
    444.6      7.92     66.21    7.67       62.37    24.00      0.300      1.890      0.000      0.827 
0.1L    :     14.97
    394.8      7.31     66.21   12.35       60.03    24.00      0.300      1.686      0.000      0.620 
0.2L    :     30.60
    318.5      6.40     61.63   12.59       55.33    24.00      0.300      1.382      0.000      0.413 
0.3L    :     46.23
    244.0      4.69     64.17   12.81       57.76    24.00      0.300      0.815      0.000      0.413 
0.4L    :     61.87
    170.7      3.22     65.44   12.92       58.98    24.00      0.300      0.322      0.000      0.413 
0.5L    :     77.50
     99.9      1.88     65.44   12.92       58.98    24.00      0.300      0.000      0.000      0.413 
0.6L    :     93.13
    170.7      3.22     65.44   12.92       58.98    24.00      0.300      0.322      0.000      0.413 
0.7L    :    108.77
    244.0      4.69     64.17   12.81       57.76    24.00      0.300      0.815      0.000      0.413 
0.8L    :    124.40
    318.5      6.40     61.63   12.59       55.33    24.00      0.300      1.382      0.000      0.413 
0.9L    :    140.03
    394.8      7.31     66.21   12.35       60.03    24.00      0.300      1.686      0.000      0.620 
Critical:    149.80
    444.6      7.92     66.21    7.67       62.37    24.00      0.300      1.890      0.000      0.827 
Transfer:    152.66
    459.2      8.09     66.21    6.34       63.04    24.00      0.300      1.948      0.000      1.760 
Bearing :    155.00
    471.1      7.99     66.21    1.45       65.49    24.00      0.300      1.915      0.000      1.920 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 14.97 ft
Prestress      :       3.417  1.80      6.150  2.20      7.517
Self Wt.       :      -1.512  1.85     -2.797  2.40     -3.628
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          :       1.905            3.354            3.889
 
At 0.2 x L = 30.60 ft
Prestress      :       6.107  1.80     10.992  2.20     13.434
Self Wt.       :      -2.828  1.85     -5.232  2.40     -6.788
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          :       3.278            5.760            6.647
 
At 0.3 x L = 46.23 ft
Prestress      :       7.998  1.80     14.396  2.20     17.595
Self Wt.       :      -3.823  1.85     -7.073  2.40     -9.176
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          :       4.174            7.323            8.419
 
At 0.4 x L = 61.87 ft
Prestress      :       9.138  1.80     16.448  2.20     20.104
Self Wt.       :      -4.447  1.85     -8.228  2.40    -10.674
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          :       4.691            8.221            9.430
 
At 0.5 x L = 77.50 ft
Prestress      :       9.548  1.80     17.187  2.20     21.007
Self Wt.       :      -4.670  1.85     -8.640  2.40    -11.208
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          :       4.878            8.548            9.798
 
At 0.6 x L = 93.13 ft
Prestress      :       9.138  1.80     16.448  2.20     20.104
Self Wt.       :      -4.447  1.85     -8.228  2.40    -10.674
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          :       4.691            8.221            9.430
 
At 0.7 x L = 108.77 ft
Prestress      :       7.998  1.80     14.396  2.20     17.595
Self Wt.       :      -3.823  1.85     -7.073  2.40     -9.176
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          :       4.174            7.323            8.419
 
At 0.8 x L = 124.40 ft
Prestress      :       6.107  1.80     10.992  2.20     13.434
Self Wt.       :      -2.828  1.85     -5.232  2.40     -6.788
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          :       3.278            5.760            6.647
 
At 0.9 x L = 140.03 ft
Prestress      :       3.417  1.80      6.150  2.20      7.517
Self Wt.       :      -1.512  1.85     -2.797  2.40     -3.628
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          :       1.905            3.354            3.889
 

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
   844.2    57.0  9.013  259.8    7.7   6.34  10511.1  0.024T 1.00       -       -     -     -  
H/2     :   2.97
  1068.7    57.1  9.358  259.5    7.9   6.58  10895.4  0.023T 1.00       -       -     -     -  
0.1L    :  14.97
  4957.0    59.1 13.454  250.9   14.9  12.35  15279.8  0.011T 1.00  11522.0  6592.8    1.33    -  
0.2L    :  30.60
  8985.0    61.6 13.454  251.4   15.2  12.59  16019.5  0.011T 1.00  11676.4 11676.4    1.37    -  
0.3L    :  46.23
 11838.9    64.2 13.454  251.8   15.5  12.81  16760.5  0.010T 1.00  12025.4 12025.4    1.39    -  
0.4L    :  61.87
 13549.5    65.4 13.454  252.0   15.6  12.92  17131.5  0.010T 1.00  12164.1 12164.1    1.41    -  
0.5L    :  77.50
 14092.8    65.4 13.454  252.0   15.6  12.92  17131.5  0.010T 1.00  12080.4 12080.4    1.42    -  
0.6L    :  93.13
 13549.5    65.4 13.454  252.0   15.6  12.92  17131.5  0.010T 1.00  12164.1 12164.1    1.41    -  
0.7L    : 108.77
 11838.9    64.2 13.454  251.8   15.5  12.81  16760.5  0.010T 1.00  12025.4 12025.4    1.39    -  
0.8L    : 124.40
  8985.0    61.6 13.454  251.4   15.2  12.59  16019.5  0.011T 1.00  11676.4 11676.4    1.37    -  
0.9L    : 140.03
  4957.0    59.1 13.454  250.9   14.9  12.35  15279.8  0.011T 1.00  11522.0  6592.8    1.33    -  
H/2     : 152.03
  1068.7    57.1  9.358  259.5    7.9   6.58  10895.4  0.023T 1.00       -       -     -     -  
Transfer: 152.66
   844.2    57.0  9.013  259.8    7.7   6.34  10511.1  0.024T 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 1-31; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.109
        M   2.00 Fb     0.090
 
  2   2 E  60.00 Ft     0.412
        M  14.00 Fb     0.027
 
  3   2 E  58.00 Ft     0.702
        M  12.00 Fb    -0.026
 
  4   2 E  56.00 Ft     0.977
        M  10.00 Fb    -0.067
 
  5   2 E  54.00 Ft     1.239
        M   8.00 Fb    -0.098
 
  6   2 E  52.00 Ft     1.487
        M   6.00 Fb    -0.118
 
  7   2 E  50.00 Ft     1.722
        M   4.00 Fb    -0.127
 
  8   2 E  10.00 Ft     1.697
        M  10.00 Fb     0.068
 
  9   2 E  10.00 Ft     1.673
        M  10.00 Fb     0.263
 
 10   2 E   8.00 Ft     1.635
        M   8.00 Fb     0.469
 
 11   2 E   8.00 Ft     1.596
        M   8.00 Fb     0.675
 
 12   2 E   8.00 Ft     1.558
        M   8.00 Fb     0.881
 
 13   2 E   8.00 Ft     1.520
        M   8.00 Fb     1.087
 
 14   2 E   6.00 Ft     1.468
        M   6.00 Fb     1.304
 
 15   2 E   6.00 Ft     1.416
        M   6.00 Fb     1.520
 
 16   2 E   6.00 Ft     1.364
        M   6.00 Fb     1.737
 
 17   2 E   6.00 Ft     1.312
        M   6.00 Fb     1.954
 
 18   2 E   6.00 Ft     1.260
        M   6.00 Fb     2.171
 
 19   2 E   6.00 Ft     1.208
        M   6.00 Fb     2.388
 
 20   2 E   4.00 Ft     1.142
        M   4.00 Fb     2.615
 
 21   2 E   4.00 Ft     1.077
        M   4.00 Fb     2.843
 
 22   2 E   4.00 Ft     1.011
        M   4.00 Fb     3.071
 
 23   2 E   4.00 Ft     0.945
        M   4.00 Fb     3.298
 
 24   2 E   4.00 Ft     0.879
        M   4.00 Fb     3.526
 
 25   2 E   4.00 Ft     0.814
        M   4.00 Fb     3.754
 
 26   2 E   2.00 Ft     0.734
        M   2.00 Fb     3.992
 
 27   2 E   2.00 Ft     0.654
        M   2.00 Fb     4.231
 
 28   2 E   2.00 Ft     0.575
        M   2.00 Fb     4.469
 
 29   2 E   2.00 Ft     0.495
        M   2.00 Fb     4.708
 
 30   2 E   2.00 Ft     0.416
        M   2.00 Fb     4.947
 
 31   2 E   2.00 Ft     0.336
        M   2.00 Fb     5.185
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 156.33            Release Length, ft: 156.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  62
No. of strands, Draped:  12           No. of strands, Straight:  50
Concrete Strength, f'ci:   8.0  ksi        f'c:  10.5 ksi  f'ct   4.5 ksi
Initial losses: 10.06 %               Final losses: 15.66 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.185     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.336       Trans
      Precast Top w/ reinf. (tension)      -0.679           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 17131.45    14092.84     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       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:   2.700   1.158     Midspan    2.025   0.333     Midspan
    Pre.Top:   6.300   4.870     Midspan    4.725   4.102     Midspan
    Pre.Bot:   6.300   4.203    Transfer    4.725   4.311    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.403  -0.000     Bearing
    Pre.Top:  -0.600   0.046     Bearing
    Pre.Bot:  -0.600  -0.314     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             4.200   2.498     Midspan
    Pre.Bot:                                                             4.200   2.089    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  77.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       9.548  1.80     17.187  2.20     21.007
Self Wt.       :      -4.670  1.85     -8.640  2.40    -11.208
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          :       4.878            8.548            9.798
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  39.17 ft
Type      : I-Girder                            Curb-to-curb       =  36.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   8.04/  8.04 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            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  =  96.504 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  155.00
     DC  Line       0.075      0.00       0.075  155.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    57.50 
      0.50    97.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 156.330 ft
Release length = 156.330 ft
Design  length = 155.000 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)  : 0.623   (Calculated)    
Live Moment (1  lane  loaded)  : 0.420   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.047   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.862   (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           1385.7 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           926167 in4#
Ht. of c.g.           =        28.75 in             44.83 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1637.8 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 = 0.7561

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    14.97    30.60    46.23    61.87    77.50
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    820.3    865.4    865.4    865.4    865.4    865.4    865.4    865.4
  Yb      ,  in    28.53    27.78    27.77    27.64    27.47    27.30    27.21    27.21
  MI(Ixx) , in4   425325   434221   434383   437684   442604   448224   451297   451297
Composite: (At Final, using Ec =  5866.2 ksi )
  Area    , in2   1397.2   1437.6   1437.6   1437.6   1437.6   1437.6   1437.6   1437.6
  Yb      ,  in    44.58    43.73    43.72    43.65    43.56    43.47    43.42    43.42
  MI(Ixx) , in4   936596   973050   973367   979558   988198   997484  1002371  1002371

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.00  ksi   
  Elasticity         =     5362.7 ksi   
  Max comp           =       5.20 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.68 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =      10.50 ksi           4.50 ksi
  Elasticity         =    5866.19 ksi        4435.31 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       6.30 ksi           2.70 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.73 ksi           2.03 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       4.20 ksi           1.80 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.60 ksi          -0.40 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  62 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 54.72 ft from member end )
END PATTERN (Ycg = 14.71 in):
    14 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     4 @ 10.000 in     2 @ 50.000 in     2 @ 52.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 5.81 in):
(A) Draped:
     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in     2 @ 10.000 in
     2 @ 12.000 in     2 @ 14.000 in
(B) Straight:
    14 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     4 @ 10.000 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     =   13.45 in2      Initial Pull          =     2637.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.165 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     11.165 ft
Holddown Force        =  35.673 kips     Beam Shrtng (PL/AE)   =      1.066 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)       
---------------------------------------------------------------------------------------
      9695.679         740 7174.802     32.464 131480.328  1752.825     981.140        
 
 
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       5.50       0.1250      1.4649     No
      2      US#6[M19]       60.00        0.88       5.50       0.3540      1.4649    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.4649      2.2149    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.7149      2.2149     No
      2      US#6[M19]       60.00        0.88       6.00       2.2149      4.8809    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.8809     14.6309    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6309     22.6309    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.6309     27.1309    Yes
      2      US#5[M16]       60.00        0.62      18.00      27.1309    129.1991    Yes
      2      US#5[M16]       60.00        0.62      15.00     129.1991    133.6991    Yes
      2      US#5[M16]       60.00        0.62      12.00     133.6991    141.6991    Yes
      2      US#5[M16]       60.00        0.62       9.00     141.6991    151.4491    Yes
      2      US#6[M19]       60.00        0.88       6.00     151.4491    154.1152    Yes
      2      US#6[M19]       60.00        0.88       6.00     154.1152    154.6152     No
      2      US#6[M19]       60.00        0.88       6.00     154.1152    154.8652    Yes
      2      US#6[M19]       60.00        0.88       5.50     154.8652    155.9760    Yes
      2      US#6[M19]       60.00        0.88       5.50     154.8652    156.2051     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)  (ft)    (ft)      (in)    
------------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 155.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 13.4540 in2       Ycg =  5.81 in
         P_init    =     2637.3 kips  Ecc = 22.94 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.71 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.710 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.61 ksi    0.00 ksi
    due to Composite Loads                                 -2.89 ksi    0.00 ksi
    due to Live Loads                                      -5.74 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                         6.67 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.15 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.71 ksi  (10.06 %)            10.97 ksi ( 5.60 %)
Total Prestress Losses                                    30.69 ksi (15.66 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 165.3 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   14.97   30.60   46.23   61.87   77.50
Self wt.  : M       0.0   149.9   189.8   881.4  1600.8  2114.7  2423.0  2525.8
(Max)       V      65.2    63.2    62.7    52.6    39.4    26.3    13.1     0.0
DL-Prec.  : M       0.0    19.7    24.9   115.7   210.1   277.6   318.0   331.5
DC(Max)     V       8.6     8.3     8.2     6.9     5.2     3.5     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   142.0   179.8   835.0  1516.6  2003.4  2295.5  2392.8
Haunch (Max)V      61.8    59.9    59.4    49.8    37.4    24.9    12.5     0.0
Diaphragm : M       0.0     1.2     1.5     7.5    15.3    23.1    28.8    28.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    52.8    66.8   310.2   563.4   744.2   852.8   888.9
DC(Max)     V      22.9    22.2    22.1    18.5    13.9     9.3     4.6     0.0
DL-Comp   : M       0.0    25.7    32.5   150.9   274.0   362.0   414.7   432.3
DW(Max)     V      11.2    10.8    10.7     9.0     6.8     4.5     2.3     0.0
LL + I    : M+      0.0   199.3   252.3  1167.7  2109.3  2767.0  3159.9  3276.9
            V     146.1   143.0   142.1   126.1   105.6    85.1    56.5    36.0
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   146.1   143.0   142.2   126.2   107.4    89.6    72.8    57.1
            M       0.0   196.6   248.6  1124.5  1955.6  2464.6  2680.3  2631.9
Total     : M+      0.0   590.5   747.6  3468.4  6289.5  8291.9  9492.7  9877.0
            V     316.2   308.0   305.7   263.4   208.7   154.0    90.7    36.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   316.2   308.0   305.8   263.6   210.5   158.5   107.0    57.1
            M       0.0   587.8   743.9  3425.2  6135.8  7989.5  9013.0  9232.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    93.13  108.77  124.40  140.03  152.03  152.66  155.00
Self wt.  : M    2423.0  2114.7  1600.8   881.4   189.8   149.9     0.0
(Max)       V      13.1    26.3    39.4    52.6    62.7    63.2    65.2
DL-Prec.  : M     318.0   277.6   210.1   115.7    24.9    19.7     0.0
DC(Max)     V       1.7     3.5     5.2     6.9     8.2     8.3     8.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2295.5  2003.4  1516.6   835.0   179.8   142.0     0.0
Haunch (Max)V      12.5    24.9    37.4    49.8    59.4    59.9    61.8
Diaphragm : M      28.8    23.1    15.3     7.5     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     852.8   744.2   563.4   310.2    66.8    52.8     0.0
DC(Max)     V       4.6     9.3    13.9    18.5    22.1    22.2    22.9
DL-Comp   : M     414.7   362.0   274.0   150.9    32.5    25.7     0.0
DW(Max)     V       2.3     4.5     6.8     9.0    10.7    10.8    11.2
LL + I    : M+   3159.9  2767.0  2109.3  1167.7   252.3   199.3     0.0
            V      56.5    85.1   105.6   126.1   142.1   143.0   146.1
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    72.8    89.6   107.4   126.2   142.2   143.0   146.1
            M    2680.3  2464.6  1955.6  1124.5   248.6   196.6    -0.0
Total     : M+   9492.7  8291.9  6289.5  3468.4   747.6   590.5     0.0
            V      90.7   154.0   208.7   263.4   305.7   308.0   316.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   107.0   158.5   210.5   263.6   305.8   308.0   316.2
            M    9013.0  7989.5  6135.8  3425.2   743.9   587.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               65.2             65.2
Deck+Haunch            61.8             61.8
Diaphragm               0.5              0.5
DL-Prec.(DC)            8.6              8.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          114.7            114.7
DL-Comp.(DW)           55.8             55.8
Live                  117.3            117.3
        Truck          67.7             67.7
        Lane           49.6             49.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.97   30.60   46.23   61.87   77.50
Self wt.  : M       0.0   149.9   189.8   881.4  1600.8  2114.7  2423.0  2525.8
(Max)       V      65.2    63.2    62.7    52.6    39.4    26.3    13.1     0.0
DL-Prec.  : M       0.0    19.7    24.9   115.7   210.1   277.6   318.0   331.5
DC(Max)     V       8.6     8.3     8.2     6.9     5.2     3.5     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   142.0   179.8   835.0  1516.6  2003.4  2295.5  2392.8
Haunch (Max)V      61.8    59.9    59.4    49.8    37.4    24.9    12.5     0.0
Diaphragm : M       0.0     1.2     1.5     7.5    15.3    23.1    28.8    28.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    52.8    66.8   310.2   563.4   744.2   852.8   888.9
DC(Max)     V      22.9    22.2    22.1    18.5    13.9     9.3     4.6     0.0
DL-Comp   : M       0.0    25.7    32.5   150.9   274.0   362.0   414.7   432.3
DW(Max)     V      11.2    10.8    10.7     9.0     6.8     4.5     2.3     0.0
LL + I    : M+      0.0   159.4   201.8   934.1  1687.5  2213.6  2528.0  2621.5
            V     116.9   114.4   113.7   100.9    84.5    68.1    45.2    28.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.9   114.4   113.7   101.0    85.9    71.7    58.2    45.7
            M       0.0   157.3   198.9   899.6  1564.5  1971.6  2144.3  2105.5
Total     : M+      0.0   550.6   697.1  3234.8  5867.6  7738.5  8860.7  9221.6
            V     287.0   279.4   277.3   238.2   187.6   137.0    79.4    28.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   287.0   279.4   277.3   238.3   189.0   140.6    92.4    45.7
            M       0.0   548.4   694.2  3200.3  5744.7  7496.6  8477.0  8705.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    93.13  108.77  124.40  140.03  152.03  152.66  155.00
Self wt.  : M    2423.0  2114.7  1600.8   881.4   189.8   149.9     0.0
(Max)       V      13.1    26.3    39.4    52.6    62.7    63.2    65.2
DL-Prec.  : M     318.0   277.6   210.1   115.7    24.9    19.7     0.0
DC(Max)     V       1.7     3.5     5.2     6.9     8.2     8.3     8.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2295.5  2003.4  1516.6   835.0   179.8   142.0     0.0
Haunch (Max)V      12.5    24.9    37.4    49.8    59.4    59.9    61.8
Diaphragm : M      28.8    23.1    15.3     7.5     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     852.8   744.2   563.4   310.2    66.8    52.8     0.0
DC(Max)     V       4.6     9.3    13.9    18.5    22.1    22.2    22.9
DL-Comp   : M     414.7   362.0   274.0   150.9    32.5    25.7     0.0
DW(Max)     V       2.3     4.5     6.8     9.0    10.7    10.8    11.2
LL + I    : M+   2528.0  2213.6  1687.5   934.1   201.8   159.4     0.0
            V      45.2    68.1    84.5   100.9   113.7   114.4   116.9
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    58.2    71.7    85.9   101.0   113.7   114.4   116.9
            M    2144.3  1971.6  1564.5   899.6   198.9   157.3    -0.0
Total     : M+   8860.7  7738.5  5867.6  3234.8   697.1   550.6     0.0
            V      79.4   137.0   187.6   238.2   277.3   279.4   287.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    92.4   140.6   189.0   238.3   277.3   279.4   287.0
            M    8477.0  7496.6  5744.7  3200.3   694.2   548.4    -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   14.97   30.60   46.23   61.87   77.50
Self wt.  : M       0.0   187.4   237.2  1101.8  2001.0  2643.3  3028.7  3157.2
(Max)       V      81.5    79.0    78.4    65.7    49.3    32.9    16.4     0.0
Self wt.  : M       0.0   134.9   170.8   793.3  1440.7  1903.2  2180.7  2273.2
(Min)       V      58.7    56.9    56.4    47.3    35.5    23.7    11.8     0.0
DL-Prec.  : M       0.0    24.6    31.1   144.6   262.6   347.0   397.5   414.4
DC(Max)     V      10.7    10.4    10.3     8.6     6.5     4.3     2.2     0.0
DL-Prec.  : M       0.0    17.7    22.4   104.1   189.1   249.8   286.2   298.4
DC(Min)     V       7.7     7.5     7.4     6.2     4.7     3.1     1.6     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   177.5   224.8  1043.8  1895.7  2504.2  2869.3  2991.0
Haunch (Max)V      77.2    74.9    74.2    62.3    46.7    31.1    15.6     0.0
Deck +    : M       0.0   127.8   161.8   751.5  1364.9  1803.0  2065.9  2153.5
Haunch (Min)V      55.6    53.9    53.4    44.8    33.6    22.4    11.2     0.0
Diaphragm : M       0.0     1.5     1.9     9.4    19.1    28.9    35.9    35.9
(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     6.7    13.8    20.8    25.9    25.9
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    65.9    83.5   387.8   704.2   930.3  1065.9  1111.2
DC(Max)     V      28.7    27.8    27.6    23.1    17.4    11.6     5.8     0.0
DL-Comp   : M       0.0    47.5    60.1   279.2   507.1   669.8   767.5   800.0
DC(Min)     V      20.6    20.0    19.9    16.7    12.5     8.3     4.2     0.0
DL-Comp   : M       0.0    38.5    48.7   226.3   411.0   542.9   622.1   648.5
DW(Max)     V      16.7    16.2    16.1    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    16.7    21.1    98.1   178.1   235.3   269.6   281.0
DW(Min)     V       7.3     7.0     7.0     5.9     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   348.8   441.5  2043.4  3691.3  4842.3  5529.9  5734.6
            V     255.7   250.2   248.8   220.6   184.8   148.9    98.8    62.9
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   255.7   250.3   248.8   220.9   187.9   156.8   127.4    99.9
            M       0.0   344.0   435.0  1967.8  3422.3  4313.0  4690.6  4605.8
Total     : M+      0.0   844.2  1068.7  4957.0  8985.0 11838.9 13549.5 14092.8
            V     471.1   459.2   455.9   394.5   315.3   236.2   142.1    62.9
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   471.1   459.2   456.0   394.8   318.5   244.0   170.7    99.9
            M       0.0   839.4  1062.3  4881.4  8716.0 11309.6 12710.1 12964.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    93.13  108.77  124.40  140.03  152.03  152.66  155.00
Self wt.  : M    3028.7  2643.3  2001.0  1101.8   237.2   187.4     0.0
(Max)       V      16.4    32.9    49.3    65.7    78.4    79.0    81.5
Self wt.  : M    2180.7  1903.2  1440.7   793.3   170.8   134.9     0.0
(Min)       V      11.8    23.7    35.5    47.3    56.4    56.9    58.7
DL-Prec.  : M     397.5   347.0   262.6   144.6    31.1    24.6     0.0
DC(Max)     V       2.2     4.3     6.5     8.6    10.3    10.4    10.7
DL-Prec.  : M     286.2   249.8   189.1   104.1    22.4    17.7     0.0
DC(Min)     V       1.6     3.1     4.7     6.2     7.4     7.5     7.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2869.3  2504.2  1895.7  1043.8   224.8   177.5     0.0
Haunch (Max)V      15.6    31.1    46.7    62.3    74.2    74.9    77.2
Deck +    : M    2065.9  1803.0  1364.9   751.5   161.8   127.8     0.0
Haunch (Min)V      11.2    22.4    33.6    44.8    53.4    53.9    55.6
Diaphragm : M      35.9    28.9    19.1     9.4     1.9     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      25.9    20.8    13.8     6.7     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    1065.9   930.3   704.2   387.8    83.5    65.9     0.0
DC(Max)     V       5.8    11.6    17.4    23.1    27.6    27.8    28.7
DL-Comp   : M     767.5   669.8   507.1   279.2    60.1    47.5     0.0
DC(Min)     V       4.2     8.3    12.5    16.7    19.9    20.0    20.6
DL-Comp   : M     622.1   542.9   411.0   226.3    48.7    38.5     0.0
DW(Max)     V       3.4     6.8    10.1    13.5    16.1    16.2    16.7
DL-Comp   : M     269.6   235.3   178.1    98.1    21.1    16.7     0.0
DW(Min)     V       1.5     2.9     4.4     5.9     7.0     7.0     7.3
LL + I    : M+   5529.9  4842.3  3691.3  2043.4   441.5   348.8     0.0
            V      98.8   148.9   184.8   220.6   248.8   250.2   255.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   127.4   156.8   187.9   220.9   248.8   250.3   255.7
            M    4690.6  4313.0  3422.3  1967.8   435.0   344.0    -0.0
Total     : M+  13549.5 11838.9  8985.0  4957.0  1068.7   844.2     0.0
            V     142.1   236.2   315.3   394.5   455.9   459.2   471.1
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   170.7   244.0   318.5   394.8   456.0   459.2   471.1
            M   12710.1 11309.6  8716.0  4881.4  1062.3   839.4    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               81.5             81.5
Deck+Haunch            77.2             77.2
Diaphragm               0.6              0.6
DL-Prec.(DC)           10.7             10.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          143.4            143.4
DL-Comp.(DW)           83.7             83.7
Live                  205.2            205.2
        Truck         118.4            118.4
        Lane           86.8             86.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.97   30.60   46.23   61.87   77.50
Self wt.  : M       0.0   149.9   189.8   881.4  1600.8  2114.7  2423.0  2525.8
(Max)       V      65.2    63.2    62.7    52.6    39.4    26.3    13.1     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    19.7    24.9   115.7   210.1   277.6   318.0   331.5
DC(Max)     V       8.6     8.3     8.2     6.9     5.2     3.5     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   142.0   179.8   835.0  1516.6  2003.4  2295.5  2392.8
Haunch (Max)V      61.8    59.9    59.4    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     7.5    15.3    23.1    28.8    28.8
(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    52.8    66.8   310.2   563.4   744.2   852.8   888.9
DC(Max)     V      22.9    22.2    22.1    18.5    13.9     9.3     4.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    25.7    32.5   150.9   274.0   362.0   414.7   432.3
DW(Max)     V      11.2    10.8    10.7     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   122.7   155.3   712.9  1271.2  1663.3  1879.6  1905.6
            V     110.3   108.3   107.8    97.8    85.3    64.1    51.6    39.1
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   110.3   108.3   107.8    97.8    85.3    72.8    60.3    47.8
            M       0.0   122.7   155.3   712.9  1271.2  1639.2  1816.9  1804.2
Total     : M+      0.0   513.9   650.6  3013.6  5451.4  7188.3  8212.4  8505.8
            V     280.4   273.3   271.4   235.1   188.4   133.0    85.8    39.1
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   280.4   273.3   271.4   235.1   188.4   141.7    94.5    47.8
            M       0.0   513.9   650.6  3013.6  5451.4  7164.1  8149.6  8404.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    93.13  108.77  124.40  140.03  152.03  152.66  155.00
Self wt.  : M    2423.0  2114.7  1600.8   881.4   189.8   149.9     0.0
(Max)       V      13.1    26.3    39.4    52.6    62.7    63.2    65.2
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     318.0   277.6   210.1   115.7    24.9    19.7     0.0
DC(Max)     V       1.7     3.5     5.2     6.9     8.2     8.3     8.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2295.5  2003.4  1516.6   835.0   179.8   142.0     0.0
Haunch (Max)V      12.5    24.9    37.4    49.8    59.4    59.9    61.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      28.8    23.1    15.3     7.5     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     852.8   744.2   563.4   310.2    66.8    52.8     0.0
DC(Max)     V       4.6     9.3    13.9    18.5    22.1    22.2    22.9
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     414.7   362.0   274.0   150.9    32.5    25.7     0.0
DW(Max)     V       2.3     4.5     6.8     9.0    10.7    10.8    11.2
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+   1879.6  1663.3  1271.2   712.9   155.3   122.7     0.0
            V      51.6    64.1    85.3    97.8   107.8   108.3   110.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    60.3    72.8    85.3    97.8   107.8   108.3   110.3
            M    1816.9  1639.2  1271.2   712.9   155.3   122.7     0.0
Total     : M+   8212.4  7188.3  5451.4  3013.6   650.6   513.9     0.0
            V      85.8   133.0   188.4   235.1   271.4   273.3   280.4
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    94.5   141.7   188.4   235.1   271.4   273.3   280.4
            M    8149.6  7164.1  5451.4  3013.6   650.6   513.9     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   15.63   31.27   46.90   62.53   78.17   54.72
 
Beam-Self
Precast-top    0.188   0.897   1.584   2.063   2.347   2.445   2.228 
Bottom        -0.148  -0.701  -1.225  -1.577  -1.785  -1.859  -1.699 
 
Prestress
Precast-top    0.148  -0.249  -0.731  -1.200  -1.429  -1.429  -1.429 
Bottom         5.334   5.624   5.968   6.294   6.451   6.451   6.451 
 
Total
Precast-top    0.336   0.647   0.853   0.863   0.918   1.016   0.799 
Bottom         5.185   4.923   4.743   4.717   4.666   4.592   4.752 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.88 %)
             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   14.97   30.60   46.23   61.87   77.50
 
Prestress
Precast-top    0.046   0.127   0.110  -0.215  -0.629  -1.033  -1.231  -1.231
Bottom         1.084   4.593   4.606   4.843   5.139   5.421   5.555   5.555
 
Self wt.
Precast-top   -0.000   0.146   0.185   0.855   1.542   2.021   2.306   2.404
Bottom        -0.000  -0.115  -0.146  -0.668  -1.192  -1.545  -1.753  -1.827
 
DL-Prec (DC)
Precast-top   -0.000   0.019   0.024   0.112   0.202   0.265   0.303   0.315
Bottom        -0.000  -0.015  -0.019  -0.088  -0.156  -0.203  -0.230  -0.240
 
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   0.007   0.015   0.022   0.027   0.027
Bottom        -0.000  -0.001  -0.001  -0.006  -0.011  -0.017  -0.021  -0.021
 
Deck + Haunch
Precast-top   -0.000   0.138   0.175   0.810   1.461   1.915   2.184   2.277
Bottom        -0.000  -0.109  -0.138  -0.633  -1.129  -1.464  -1.661  -1.731
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.017   0.079   0.143   0.188   0.215   0.224
Precast-top   -0.000   0.013   0.016   0.074   0.133   0.175   0.200   0.208
Bottom        -0.000  -0.028  -0.036  -0.166  -0.298  -0.389  -0.443  -0.462
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.039   0.070   0.091   0.104   0.109
Precast-top   -0.000   0.006   0.008   0.036   0.065   0.085   0.097   0.101
Bottom        -0.000  -0.014  -0.018  -0.081  -0.145  -0.189  -0.216  -0.225
 
LL+I(+)
Topping-top   -0.000   0.051   0.065   0.298   0.536   0.699   0.796   0.825
Precast-top   -0.000   0.047   0.060   0.277   0.498   0.650   0.741   0.768
Bottom        -0.000  -0.107  -0.136  -0.624  -1.116  -1.447  -1.643  -1.703
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.071   0.090   0.416   0.749   0.979   1.115   1.158 
Precast-top    0.046   0.498   0.579   1.955   3.287   4.100   4.627   4.870 
Bottom         1.084   4.203   4.113   2.578   1.091   0.166  -0.411  -0.654 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.025   0.118   0.213   0.280   0.319   0.333 
Precast-top    0.046   0.450   0.519   1.678   2.789   3.450   3.886   4.102 
Bottom         1.084   4.311   4.249   3.203   2.207   1.613   1.232   1.049 
 

 
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   15.63   31.27   46.90   62.53   78.17   54.72
 
Beam-Self
Precast-top    0.188   0.897   1.584   2.063   2.347   2.445   2.228 
Bottom        -0.148  -0.701  -1.225  -1.577  -1.785  -1.859  -1.699 
 
Prestress
Precast-top    0.148  -0.249  -0.731  -1.200  -1.429  -1.429  -1.429 
Bottom         5.334   5.624   5.968   6.294   6.451   6.451   6.451 
 
Total
Precast-top    0.336   0.647   0.853   0.863   0.918   1.016   0.799 
Bottom         5.185   4.923   4.743   4.717   4.666   4.592   4.752 
 
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 = 13.88 %)
             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   14.97   30.60   46.23   61.87   77.50
 
Prestress
Precast-top    0.046   0.127   0.110  -0.215  -0.629  -1.033  -1.231  -1.231
Bottom         1.084   4.593   4.606   4.843   5.139   5.421   5.555   5.555
 
Self wt.
Precast-top   -0.000   0.146   0.185   0.855   1.542   2.021   2.306   2.404
Bottom        -0.000  -0.115  -0.146  -0.668  -1.192  -1.545  -1.753  -1.827
 
DL-Prec (DC)
Precast-top   -0.000   0.019   0.024   0.112   0.202   0.265   0.303   0.315
Bottom        -0.000  -0.015  -0.019  -0.088  -0.156  -0.203  -0.230  -0.240
 
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   0.007   0.015   0.022   0.027   0.027
Bottom        -0.000  -0.001  -0.001  -0.006  -0.011  -0.017  -0.021  -0.021
 
Deck + Haunch
Precast-top   -0.000   0.138   0.175   0.810   1.461   1.915   2.184   2.277
Bottom        -0.000  -0.109  -0.138  -0.633  -1.129  -1.464  -1.661  -1.731
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.017   0.079   0.143   0.188   0.215   0.224
Precast-top   -0.000   0.013   0.016   0.074   0.133   0.175   0.200   0.208
Bottom        -0.000  -0.028  -0.036  -0.166  -0.298  -0.389  -0.443  -0.462
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.039   0.070   0.091   0.104   0.109
Precast-top   -0.000   0.006   0.008   0.036   0.065   0.085   0.097   0.101
Bottom        -0.000  -0.014  -0.018  -0.081  -0.145  -0.189  -0.216  -0.225
 
LL+I(+)
Topping-top   -0.000   0.041   0.052   0.239   0.429   0.559   0.637   0.660
Precast-top   -0.000   0.038   0.048   0.221   0.398   0.520   0.592   0.614
Bottom        -0.000  -0.086  -0.109  -0.500  -0.893  -1.158  -1.314  -1.363
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.061   0.077   0.357   0.642   0.839   0.956   0.993 
Precast-top    0.046   0.488   0.567   1.899   3.187   3.970   4.479   4.717 
Bottom         1.084   4.225   4.140   2.703   1.314   0.455  -0.083  -0.314 
 

 
 
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   14.97   30.60   46.23   61.87   77.50
F_LL+I(+)
Topping-top   -0.000   0.031   0.040   0.182   0.323   0.420   0.473   0.480
Precast-top   -0.000   0.029   0.037   0.169   0.300   0.391   0.441   0.447
Bottom        -0.000  -0.066  -0.084  -0.381  -0.672  -0.870  -0.977  -0.991
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.042   0.053   0.241   0.430   0.560   0.633   0.646 
Precast-top    0.023   0.254   0.296   1.008   1.694   2.116   2.384   2.498 
Bottom         0.542   2.089   2.041   1.220   0.431  -0.063  -0.361  -0.466 
 

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
    471.1    6.5   66.2    1.611   6.8   6.00e-3 50.0    478.6     1.742    3.840      0.00
      0.0    1.4   65.5     41.9 0.116      38.0 0.87    24.00     0.133    2.101 
Transfer:   3.00
    459.2    6.5   66.2    7.269  30.7  -0.12e-3 28.6    258.0     0.446    1.760      0.00
    839.4    6.3   63.0    189.0 0.111     221.6 5.28    24.00     0.133    2.168 
Critical:   5.86
    444.4    6.5   66.2    8.544  30.7  -0.18e-3 28.4    232.0     0.402    0.827      0.00
   1786.2    7.7   62.4    189.0 0.109     231.0 5.56    24.00     0.133    1.497 
0.1L    :  15.63
    394.8    6.5   66.2   10.850  30.7  -0.16e-3 28.4    189.5     0.342    0.620      0.00
   4881.4   12.4   60.0    189.0 0.100     218.5 5.47    24.00     0.133    1.352 
0.2L    :  31.27
    318.5    6.5   61.6   13.454  30.7  -0.08e-3 28.7    134.2     0.265    0.413      0.00
   8716.0   12.6   55.5    189.0 0.085     189.0 5.12    24.00     0.133    1.212 
0.3L    :  46.90
    244.0    6.5   64.2   13.454  30.7   0.05e-3 29.2     62.7     0.133    0.413      0.00
  11309.6   12.8   57.8    189.0 0.061     177.7 4.62    24.00     0.133    1.557 
0.4L    :  62.53
    170.7    6.5   65.4   13.454   0.0   0.56e-3 31.0     56.8     0.133    0.413      0.00
  12710.1   12.9   59.0    189.0 0.047     132.9 3.38    24.00     0.133    1.772 
0.5L    :  78.17
     99.9    6.5   65.4   13.454   0.0   0.51e-3 30.8      0.0     0.133    0.413      0.00
  12964.0   12.9   59.0    189.0 0.028     136.5 3.48    24.00     0.133    3.075 
0.6L    :  93.80
    170.7    6.5   65.4   13.454   0.0   0.56e-3 31.0     56.8     0.133    0.413      0.00
  12710.1   12.9   59.0    189.0 0.047     132.9 3.38    24.00     0.133    1.772 
0.7L    : 109.43
    244.0    6.5   64.2   13.454  30.7   0.05e-3 29.2     62.7     0.133    0.413      0.00
  11309.6   12.8   57.8    189.0 0.061     177.7 4.62    24.00     0.133    1.557 
0.8L    : 125.06
    318.5    6.5   61.6   13.454  30.7  -0.08e-3 28.7    134.2     0.265    0.413      0.00
   8716.0   12.6   55.5    189.0 0.085     189.0 5.12    24.00     0.133    1.212 
0.9L    : 140.70
    394.8    6.5   66.2   10.850  30.7  -0.16e-3 28.4    189.5     0.342    0.620      0.00
   4881.4   12.4   60.0    189.0 0.100     218.5 5.47    24.00     0.133    1.352 
Critical: 150.47
    444.4    6.5   66.2    8.544  30.7  -0.18e-3 28.4    232.0     0.402    0.827      0.00
   1786.2    7.7   62.4    189.0 0.109     231.0 5.56    24.00     0.133    1.497 
Transfer: 153.33
    459.2    6.5   66.2    7.269  30.7  -0.12e-3 28.6    258.0     0.446    1.760      0.00
    839.4    6.3   63.0    189.0 0.111     221.6 5.28    24.00     0.133    2.168 
Bearing : 155.67
    471.1    6.5   66.2    1.611   6.8   6.00e-3 50.0    478.6     1.742    3.840      0.00
      0.0    1.4   65.5     41.9 0.116      38.0 0.87    24.00     0.133    2.101 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 2637.25
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    5.27
 
 
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
    471.1      7.99     66.21    1.45       65.49    24.00      0.300      1.915      0.000      1.920 
Transfer:      2.33
    459.2      8.09     66.21    6.34       63.04    24.00      0.300      1.948      0.000      1.760 
Critical:      5.20
    444.6      7.92     66.21    7.67       62.37    24.00      0.300      1.890      0.000      0.827 
0.1L    :     14.97
    394.8      7.31     66.21   12.35       60.03    24.00      0.300      1.686      0.000      0.620 
0.2L    :     30.60
    318.5      6.40     61.63   12.59       55.33    24.00      0.300      1.382      0.000      0.413 
0.3L    :     46.23
    244.0      4.69     64.17   12.81       57.76    24.00      0.300      0.815      0.000      0.413 
0.4L    :     61.87
    170.7      3.22     65.44   12.92       58.98    24.00      0.300      0.322      0.000      0.413 
0.5L    :     77.50
     99.9      1.88     65.44   12.92       58.98    24.00      0.300      0.000      0.000      0.413 
0.6L    :     93.13
    170.7      3.22     65.44   12.92       58.98    24.00      0.300      0.322      0.000      0.413 
0.7L    :    108.77
    244.0      4.69     64.17   12.81       57.76    24.00      0.300      0.815      0.000      0.413 
0.8L    :    124.40
    318.5      6.40     61.63   12.59       55.33    24.00      0.300      1.382      0.000      0.413 
0.9L    :    140.03
    394.8      7.31     66.21   12.35       60.03    24.00      0.300      1.686      0.000      0.620 
Critical:    149.80
    444.6      7.92     66.21    7.67       62.37    24.00      0.300      1.890      0.000      0.827 
Transfer:    152.66
    459.2      8.09     66.21    6.34       63.04    24.00      0.300      1.948      0.000      1.760 
Bearing :    155.00
    471.1      7.99     66.21    1.45       65.49    24.00      0.300      1.915      0.000      1.920 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 14.97 ft
Prestress      :       3.417  1.80      6.150  2.20      7.517
Self Wt.       :      -1.512  1.85     -2.797  2.40     -3.628
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          :       1.905            3.354            3.889
 
At 0.2 x L = 30.60 ft
Prestress      :       6.107  1.80     10.992  2.20     13.434
Self Wt.       :      -2.828  1.85     -5.232  2.40     -6.788
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          :       3.278            5.760            6.647
 
At 0.3 x L = 46.23 ft
Prestress      :       7.998  1.80     14.396  2.20     17.595
Self Wt.       :      -3.823  1.85     -7.073  2.40     -9.176
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          :       4.174            7.323            8.419
 
At 0.4 x L = 61.87 ft
Prestress      :       9.138  1.80     16.448  2.20     20.104
Self Wt.       :      -4.447  1.85     -8.228  2.40    -10.674
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          :       4.691            8.221            9.430
 
At 0.5 x L = 77.50 ft
Prestress      :       9.548  1.80     17.187  2.20     21.007
Self Wt.       :      -4.670  1.85     -8.640  2.40    -11.208
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          :       4.878            8.548            9.798
 
At 0.6 x L = 93.13 ft
Prestress      :       9.138  1.80     16.448  2.20     20.104
Self Wt.       :      -4.447  1.85     -8.228  2.40    -10.674
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          :       4.691            8.221            9.430
 
At 0.7 x L = 108.77 ft
Prestress      :       7.998  1.80     14.396  2.20     17.595
Self Wt.       :      -3.823  1.85     -7.073  2.40     -9.176
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          :       4.174            7.323            8.419
 
At 0.8 x L = 124.40 ft
Prestress      :       6.107  1.80     10.992  2.20     13.434
Self Wt.       :      -2.828  1.85     -5.232  2.40     -6.788
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          :       3.278            5.760            6.647
 
At 0.9 x L = 140.03 ft
Prestress      :       3.417  1.80      6.150  2.20      7.517
Self Wt.       :      -1.512  1.85     -2.797  2.40     -3.628
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          :       1.905            3.354            3.889
 

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
   844.2    57.0  9.013  259.8    7.7   6.34  10511.1  0.024T 1.00       -       -     -     -  
H/2     :   2.97
  1068.7    57.1  9.358  259.5    7.9   6.58  10895.4  0.023T 1.00       -       -     -     -  
0.1L    :  14.97
  4957.0    59.1 13.454  250.9   14.9  12.35  15279.8  0.011T 1.00  11522.0  6592.8    1.33    -  
0.2L    :  30.60
  8985.0    61.6 13.454  251.4   15.2  12.59  16019.5  0.011T 1.00  11676.4 11676.4    1.37    -  
0.3L    :  46.23
 11838.9    64.2 13.454  251.8   15.5  12.81  16760.5  0.010T 1.00  12025.4 12025.4    1.39    -  
0.4L    :  61.87
 13549.5    65.4 13.454  252.0   15.6  12.92  17131.5  0.010T 1.00  12164.1 12164.1    1.41    -  
0.5L    :  77.50
 14092.8    65.4 13.454  252.0   15.6  12.92  17131.5  0.010T 1.00  12080.4 12080.4    1.42    -  
0.6L    :  93.13
 13549.5    65.4 13.454  252.0   15.6  12.92  17131.5  0.010T 1.00  12164.1 12164.1    1.41    -  
0.7L    : 108.77
 11838.9    64.2 13.454  251.8   15.5  12.81  16760.5  0.010T 1.00  12025.4 12025.4    1.39    -  
0.8L    : 124.40
  8985.0    61.6 13.454  251.4   15.2  12.59  16019.5  0.011T 1.00  11676.4 11676.4    1.37    -  
0.9L    : 140.03
  4957.0    59.1 13.454  250.9   14.9  12.35  15279.8  0.011T 1.00  11522.0  6592.8    1.33    -  
H/2     : 152.03
  1068.7    57.1  9.358  259.5    7.9   6.58  10895.4  0.023T 1.00       -       -     -     -  
Transfer: 152.66
   844.2    57.0  9.013  259.8    7.7   6.34  10511.1  0.024T 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 1-31; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.109
        M   2.00 Fb     0.090
 
  2   2 E  60.00 Ft     0.412
        M  14.00 Fb     0.027
 
  3   2 E  58.00 Ft     0.702
        M  12.00 Fb    -0.026
 
  4   2 E  56.00 Ft     0.977
        M  10.00 Fb    -0.067
 
  5   2 E  54.00 Ft     1.239
        M   8.00 Fb    -0.098
 
  6   2 E  52.00 Ft     1.487
        M   6.00 Fb    -0.118
 
  7   2 E  50.00 Ft     1.722
        M   4.00 Fb    -0.127
 
  8   2 E  10.00 Ft     1.697
        M  10.00 Fb     0.068
 
  9   2 E  10.00 Ft     1.673
        M  10.00 Fb     0.263
 
 10   2 E   8.00 Ft     1.635
        M   8.00 Fb     0.469
 
 11   2 E   8.00 Ft     1.596
        M   8.00 Fb     0.675
 
 12   2 E   8.00 Ft     1.558
        M   8.00 Fb     0.881
 
 13   2 E   8.00 Ft     1.520
        M   8.00 Fb     1.087
 
 14   2 E   6.00 Ft     1.468
        M   6.00 Fb     1.304
 
 15   2 E   6.00 Ft     1.416
        M   6.00 Fb     1.520
 
 16   2 E   6.00 Ft     1.364
        M   6.00 Fb     1.737
 
 17   2 E   6.00 Ft     1.312
        M   6.00 Fb     1.954
 
 18   2 E   6.00 Ft     1.260
        M   6.00 Fb     2.171
 
 19   2 E   6.00 Ft     1.208
        M   6.00 Fb     2.388
 
 20   2 E   4.00 Ft     1.142
        M   4.00 Fb     2.615
 
 21   2 E   4.00 Ft     1.077
        M   4.00 Fb     2.843
 
 22   2 E   4.00 Ft     1.011
        M   4.00 Fb     3.071
 
 23   2 E   4.00 Ft     0.945
        M   4.00 Fb     3.298
 
 24   2 E   4.00 Ft     0.879
        M   4.00 Fb     3.526
 
 25   2 E   4.00 Ft     0.814
        M   4.00 Fb     3.754
 
 26   2 E   2.00 Ft     0.734
        M   2.00 Fb     3.992
 
 27   2 E   2.00 Ft     0.654
        M   2.00 Fb     4.231
 
 28   2 E   2.00 Ft     0.575
        M   2.00 Fb     4.469
 
 29   2 E   2.00 Ft     0.495
        M   2.00 Fb     4.708
 
 30   2 E   2.00 Ft     0.416
        M   2.00 Fb     4.947
 
 31   2 E   2.00 Ft     0.336
        M   2.00 Fb     5.185
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 156.33            Release Length, ft: 156.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  62
No. of strands, Draped:  12           No. of strands, Straight:  50
Concrete Strength, f'ci:   8.0  ksi        f'c:  10.5 ksi  f'ct   4.5 ksi
Initial losses: 10.06 %               Final losses: 15.66 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.185     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.336       Trans
      Precast Top w/ reinf. (tension)      -0.679           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 17131.45    14092.84     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       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:   2.700   1.158     Midspan    2.025   0.333     Midspan
    Pre.Top:   6.300   4.870     Midspan    4.725   4.102     Midspan
    Pre.Bot:   6.300   4.203    Transfer    4.725   4.311    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.403  -0.000     Bearing
    Pre.Top:  -0.600   0.046     Bearing
    Pre.Bot:  -0.600  -0.314     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             4.200   2.498     Midspan
    Pre.Bot:                                                             4.200   2.089    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  77.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       9.548  1.80     17.187  2.20     21.007
Self Wt.       :      -4.670  1.85     -8.640  2.40    -11.208
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          :       4.878            8.548            9.798
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  39.17 ft
Type      : I-Girder                            Curb-to-curb       =  36.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   8.04/  3.50 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            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  =  90.276 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  155.00
     DC  Line       0.071      0.00       0.071  155.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    57.50 
      0.25    97.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 156.330 ft
Release length = 156.330 ft
Design  length = 155.000 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)  : 0.610   (Calculated)    
Live Moment (1  lane  loaded)  : 0.740   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.832   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.935   (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           1349.2 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           906937 in4#
Ht. of c.g.           =        28.75 in             44.22 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1587.5 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 = 0.7561

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    14.97    30.60    46.23    61.87    77.50
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    820.3    865.4    865.4    865.4    865.4    865.4    865.4    865.4
  Yb      ,  in    28.53    27.78    27.77    27.64    27.47    27.30    27.21    27.21
  MI(Ixx) , in4   425325   434221   434383   437684   442604   448224   451297   451297
Composite: (At Final, using Ec =  5866.2 ksi )
  Area    , in2   1360.7   1401.1   1401.1   1401.1   1401.1   1401.1   1401.1   1401.1
  Yb      ,  in    43.97    43.11    43.11    43.03    42.94    42.85    42.80    42.80
  MI(Ixx) , in4   916947   951927   952236   958303   966779   975902   980706   980706

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.00  ksi   
  Elasticity         =     5362.7 ksi   
  Max comp           =       5.20 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.68 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =      10.50 ksi           4.50 ksi
  Elasticity         =    5866.19 ksi        4435.31 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       6.30 ksi           2.70 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.73 ksi           2.03 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       4.20 ksi           1.80 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.60 ksi          -0.40 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  62 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 54.72 ft from member end )
END PATTERN (Ycg = 14.71 in):
    14 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     4 @ 10.000 in     2 @ 50.000 in     2 @ 52.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 5.81 in):
(A) Draped:
     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in     2 @ 10.000 in
     2 @ 12.000 in     2 @ 14.000 in
(B) Straight:
    14 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     4 @ 10.000 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     =   13.45 in2      Initial Pull          =     2637.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     10.696 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     10.696 ft
Holddown Force        =  35.673 kips     Beam Shrtng (PL/AE)   =      1.066 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)       
---------------------------------------------------------------------------------------
      9695.679         740 7174.802     32.464 131480.328  1752.825     981.140        
 
 
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       5.50       0.1250      1.4649     No
      2      US#6[M19]       60.00        0.88       5.50       0.3540      1.4649    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.4649      2.2149    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.7149      2.2149     No
      2      US#6[M19]       60.00        0.88       6.00       2.2149      4.8809    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.8809     14.6309    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6309     22.6309    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.6309     27.1309    Yes
      2      US#5[M16]       60.00        0.62      18.00      27.1309    129.1991    Yes
      2      US#5[M16]       60.00        0.62      15.00     129.1991    133.6991    Yes
      2      US#5[M16]       60.00        0.62      12.00     133.6991    141.6991    Yes
      2      US#5[M16]       60.00        0.62       9.00     141.6991    151.4491    Yes
      2      US#6[M19]       60.00        0.88       6.00     151.4491    154.1152    Yes
      2      US#6[M19]       60.00        0.88       6.00     154.1152    154.6152     No
      2      US#6[M19]       60.00        0.88       6.00     154.1152    154.8652    Yes
      2      US#6[M19]       60.00        0.88       5.50     154.8652    155.9760    Yes
      2      US#6[M19]       60.00        0.88       5.50     154.8652    156.2051     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)  (ft)    (ft)      (in)    
------------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 155.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 13.4540 in2       Ycg =  5.81 in
         P_init    =     2637.3 kips  Ecc = 22.94 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.71 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.710 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.12 ksi    0.00 ksi
    due to Composite Loads                                 -2.91 ksi    0.00 ksi
    due to Live Loads                                      -6.85 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                         6.67 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.15 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.71 ksi  (10.06 %)            10.34 ksi ( 5.28 %)
Total Prestress Losses                                    30.06 ksi (15.33 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 166.0 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   14.97   30.60   46.23   61.87   77.50
Self wt.  : M       0.0   149.9   189.8   881.4  1600.8  2114.7  2423.0  2525.8
(Max)       V      65.2    63.2    62.7    52.6    39.4    26.3    13.1     0.0
DL-Prec.  : M       0.0    18.8    23.8   110.6   200.9   265.3   304.0   316.9
DC(Max)     V       8.2     7.9     7.9     6.6     4.9     3.3     1.6     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   133.1   168.5   782.3  1420.9  1877.0  2150.6  2241.8
Haunch (Max)V      57.9    56.1    55.6    46.7    35.0    23.3    11.7     0.0
Diaphragm : M       0.0     0.6     0.7     3.7     7.7    11.6    14.4    14.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    52.8    66.8   310.2   563.4   744.2   852.8   888.9
DC(Max)     V      22.9    22.2    22.1    18.5    13.9     9.3     4.6     0.0
DL-Comp   : M       0.0    25.7    32.5   150.9   274.0   362.0   414.7   432.3
DW(Max)     V      11.2    10.8    10.7     9.0     6.8     4.5     2.3     0.0
LL + I    : M+      0.0   236.8   299.8  1387.6  2506.5  3288.1  3755.0  3894.0
            V     130.6   127.8   127.0   112.7    94.3    76.0    50.5    32.1
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   130.6   127.8   127.1   112.8    96.0    80.0    65.1    51.0
            M       0.0   233.6   295.4  1336.2  2323.9  2928.7  3185.1  3127.5
Total     : M+      0.0   617.6   781.9  3626.7  6574.1  8662.8  9914.5 10314.1
            V     296.1   288.4   286.2   246.3   194.6   143.0    83.8    32.1
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   296.1   288.4   286.3   246.4   196.2   147.0    98.4    51.0
            M       0.0   614.4   777.5  3575.4  6391.4  8303.4  9344.5  9547.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    93.13  108.77  124.40  140.03  152.03  152.66  155.00
Self wt.  : M    2423.0  2114.7  1600.8   881.4   189.8   149.9     0.0
(Max)       V      13.1    26.3    39.4    52.6    62.7    63.2    65.2
DL-Prec.  : M     304.0   265.3   200.9   110.6    23.8    18.8     0.0
DC(Max)     V       1.6     3.3     4.9     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    2150.6  1877.0  1420.9   782.3   168.5   133.1     0.0
Haunch (Max)V      11.7    23.3    35.0    46.7    55.6    56.1    57.9
Diaphragm : M      14.4    11.6     7.7     3.7     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     852.8   744.2   563.4   310.2    66.8    52.8     0.0
DC(Max)     V       4.6     9.3    13.9    18.5    22.1    22.2    22.9
DL-Comp   : M     414.7   362.0   274.0   150.9    32.5    25.7     0.0
DW(Max)     V       2.3     4.5     6.8     9.0    10.7    10.8    11.2
LL + I    : M+   3755.0  3288.1  2506.5  1387.6   299.8   236.8     0.0
            V      50.5    76.0    94.3   112.7   127.0   127.8   130.6
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    65.1    80.0    96.0   112.8   127.1   127.8   130.6
            M    3185.1  2928.7  2323.9  1336.2   295.4   233.6    -0.0
Total     : M+   9914.5  8662.8  6574.1  3626.7   781.9   617.6     0.0
            V      83.8   143.0   194.6   246.3   286.2   288.4   296.1
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    98.4   147.0   196.2   246.4   286.3   288.4   296.1
            M    9344.5  8303.4  6391.4  3575.4   777.5   614.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               65.2             65.2
Deck+Haunch            57.9             57.9
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.2              8.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          114.7            114.7
DL-Comp.(DW)           55.8             55.8
Live                  117.3            117.3
        Truck          67.7             67.7
        Lane           49.6             49.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.97   30.60   46.23   61.87   77.50
Self wt.  : M       0.0   149.9   189.8   881.4  1600.8  2114.7  2423.0  2525.8
(Max)       V      65.2    63.2    62.7    52.6    39.4    26.3    13.1     0.0
DL-Prec.  : M       0.0    18.8    23.8   110.6   200.9   265.3   304.0   316.9
DC(Max)     V       8.2     7.9     7.9     6.6     4.9     3.3     1.6     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   133.1   168.5   782.3  1420.9  1877.0  2150.6  2241.8
Haunch (Max)V      57.9    56.1    55.6    46.7    35.0    23.3    11.7     0.0
Diaphragm : M       0.0     0.6     0.7     3.7     7.7    11.6    14.4    14.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    52.8    66.8   310.2   563.4   744.2   852.8   888.9
DC(Max)     V      22.9    22.2    22.1    18.5    13.9     9.3     4.6     0.0
DL-Comp   : M       0.0    25.7    32.5   150.9   274.0   362.0   414.7   432.3
DW(Max)     V      11.2    10.8    10.7     9.0     6.8     4.5     2.3     0.0
LL + I    : M+      0.0   189.5   239.8  1110.0  2005.2  2630.4  3004.0  3115.2
            V     104.5   102.2   101.6    90.1    75.5    60.8    40.4    25.7
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   104.5   102.2   101.6    90.2    76.8    64.0    52.0    40.8
            M       0.0   186.9   236.3  1069.0  1859.1  2342.9  2548.0  2502.0
Total     : M+      0.0   570.2   721.9  3349.2  6072.8  8005.2  9163.5  9535.3
            V     270.0   262.8   260.8   223.8   175.8   127.8    73.7    25.7
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   270.0   262.8   260.9   223.9   177.1   131.0    85.4    40.8
            M       0.0   567.6   718.4  3308.1  5926.7  7717.7  8707.5  8922.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    93.13  108.77  124.40  140.03  152.03  152.66  155.00
Self wt.  : M    2423.0  2114.7  1600.8   881.4   189.8   149.9     0.0
(Max)       V      13.1    26.3    39.4    52.6    62.7    63.2    65.2
DL-Prec.  : M     304.0   265.3   200.9   110.6    23.8    18.8     0.0
DC(Max)     V       1.6     3.3     4.9     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    2150.6  1877.0  1420.9   782.3   168.5   133.1     0.0
Haunch (Max)V      11.7    23.3    35.0    46.7    55.6    56.1    57.9
Diaphragm : M      14.4    11.6     7.7     3.7     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     852.8   744.2   563.4   310.2    66.8    52.8     0.0
DC(Max)     V       4.6     9.3    13.9    18.5    22.1    22.2    22.9
DL-Comp   : M     414.7   362.0   274.0   150.9    32.5    25.7     0.0
DW(Max)     V       2.3     4.5     6.8     9.0    10.7    10.8    11.2
LL + I    : M+   3004.0  2630.4  2005.2  1110.0   239.8   189.5     0.0
            V      40.4    60.8    75.5    90.1   101.6   102.2   104.5
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    52.0    64.0    76.8    90.2   101.6   102.2   104.5
            M    2548.0  2342.9  1859.1  1069.0   236.3   186.9    -0.0
Total     : M+   9163.5  8005.2  6072.8  3349.2   721.9   570.2     0.0
            V      73.7   127.8   175.8   223.8   260.8   262.8   270.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    85.4   131.0   177.1   223.9   260.9   262.8   270.0
            M    8707.5  7717.6  5926.7  3308.1   718.4   567.7    -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   14.97   30.60   46.23   61.87   77.50
Self wt.  : M       0.0   187.4   237.2  1101.8  2001.0  2643.3  3028.7  3157.2
(Max)       V      81.5    79.0    78.4    65.7    49.3    32.9    16.4     0.0
Self wt.  : M       0.0   134.9   170.8   793.3  1440.7  1903.2  2180.7  2273.2
(Min)       V      58.7    56.9    56.4    47.3    35.5    23.7    11.8     0.0
DL-Prec.  : M       0.0    23.5    29.8   138.2   251.1   331.7   380.0   396.1
DC(Max)     V      10.2     9.9     9.8     8.2     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0    16.9    21.4    99.5   180.8   238.8   273.6   285.2
DC(Min)     V       7.4     7.1     7.1     5.9     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   166.3   210.6   977.9  1776.1  2346.2  2688.3  2802.3
Haunch (Max)V      72.3    70.1    69.5    58.4    43.8    29.2    14.6     0.0
Deck +    : M       0.0   119.7   151.6   704.1  1278.8  1689.3  1935.5  2017.6
Haunch (Min)V      52.1    50.5    50.1    42.0    31.5    21.0    10.5     0.0
Diaphragm : M       0.0     0.7     0.9     4.7     9.6    14.4    18.0    18.0
(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     3.4     6.9    10.4    12.9    12.9
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    65.9    83.5   387.8   704.2   930.3  1065.9  1111.2
DC(Max)     V      28.7    27.8    27.6    23.1    17.4    11.6     5.8     0.0
DL-Comp   : M       0.0    47.5    60.1   279.2   507.1   669.8   767.5   800.0
DC(Min)     V      20.6    20.0    19.9    16.7    12.5     8.3     4.2     0.0
DL-Comp   : M       0.0    38.5    48.7   226.3   411.0   542.9   622.1   648.5
DW(Max)     V      16.7    16.2    16.1    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    16.7    21.1    98.1   178.1   235.3   269.6   281.0
DW(Min)     V       7.3     7.0     7.0     5.9     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   414.4   524.6  2428.2  4386.4  5754.1  6571.2  6814.5
            V     228.5   223.6   222.3   197.2   165.1   133.0    88.3    56.2
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   228.5   223.7   222.3   197.4   167.9   140.1   113.8    89.2
            M       0.0   408.8   517.0  2338.4  4066.7  5125.1  5573.8  5473.1
Total     : M+      0.0   896.8  1135.4  5264.9  9539.4 12563.0 14374.3 14947.8
            V     438.2   427.0   424.0   366.4   292.1   217.8   130.5    56.2
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   438.2   427.1   424.1   366.7   295.0   224.9   156.1    89.2
            M       0.0   891.2  1127.7  5175.0  9219.7 11934.0 13376.9 13606.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    93.13  108.77  124.40  140.03  152.03  152.66  155.00
Self wt.  : M    3028.7  2643.3  2001.0  1101.8   237.2   187.4     0.0
(Max)       V      16.4    32.9    49.3    65.7    78.4    79.0    81.5
Self wt.  : M    2180.7  1903.2  1440.7   793.3   170.8   134.9     0.0
(Min)       V      11.8    23.7    35.5    47.3    56.4    56.9    58.7
DL-Prec.  : M     380.0   331.7   251.1   138.2    29.8    23.5     0.0
DC(Max)     V       2.1     4.1     6.2     8.2     9.8     9.9    10.2
DL-Prec.  : M     273.6   238.8   180.8    99.5    21.4    16.9     0.0
DC(Min)     V       1.5     3.0     4.5     5.9     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    2688.3  2346.2  1776.1   977.9   210.6   166.3     0.0
Haunch (Max)V      14.6    29.2    43.8    58.4    69.5    70.1    72.3
Deck +    : M    1935.5  1689.3  1278.8   704.1   151.6   119.7     0.0
Haunch (Min)V      10.5    21.0    31.5    42.0    50.1    50.5    52.1
Diaphragm : M      18.0    14.4     9.6     4.7     0.9     0.7     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      12.9    10.4     6.9     3.4     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    1065.9   930.3   704.2   387.8    83.5    65.9     0.0
DC(Max)     V       5.8    11.6    17.4    23.1    27.6    27.8    28.7
DL-Comp   : M     767.5   669.8   507.1   279.2    60.1    47.5     0.0
DC(Min)     V       4.2     8.3    12.5    16.7    19.9    20.0    20.6
DL-Comp   : M     622.1   542.9   411.0   226.3    48.7    38.5     0.0
DW(Max)     V       3.4     6.8    10.1    13.5    16.1    16.2    16.7
DL-Comp   : M     269.6   235.3   178.1    98.1    21.1    16.7     0.0
DW(Min)     V       1.5     2.9     4.4     5.9     7.0     7.0     7.3
LL + I    : M+   6571.2  5754.1  4386.4  2428.2   524.6   414.4     0.0
            V      88.3   133.0   165.1   197.2   222.3   223.6   228.5
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   113.8   140.1   167.9   197.4   222.3   223.7   228.5
            M    5573.8  5125.1  4066.7  2338.4   517.0   408.8    -0.0
Total     : M+  14374.3 12563.0  9539.4  5264.9  1135.4   896.8     0.0
            V     130.5   217.8   292.1   366.4   424.0   427.0   438.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   156.1   224.9   295.0   366.7   424.1   427.1   438.2
            M   13376.9 11934.0  9219.7  5175.0  1127.7   891.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               81.5             81.5
Deck+Haunch            72.3             72.3
Diaphragm               0.3              0.3
DL-Prec.(DC)           10.2             10.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          143.4            143.4
DL-Comp.(DW)           83.7             83.7
Live                  205.2            205.2
        Truck         118.4            118.4
        Lane           86.8             86.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   14.97   30.60   46.23   61.87   77.50
Self wt.  : M       0.0   149.9   189.8   881.4  1600.8  2114.7  2423.0  2525.8
(Max)       V      65.2    63.2    62.7    52.6    39.4    26.3    13.1     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    18.8    23.8   110.6   200.9   265.3   304.0   316.9
DC(Max)     V       8.2     7.9     7.9     6.6     4.9     3.3     1.6     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   133.1   168.5   782.3  1420.9  1877.0  2150.6  2241.8
Haunch (Max)V      57.9    56.1    55.6    46.7    35.0    23.3    11.7     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     3.7     7.7    11.6    14.4    14.4
(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    52.8    66.8   310.2   563.4   744.2   852.8   888.9
DC(Max)     V      22.9    22.2    22.1    18.5    13.9     9.3     4.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    25.7    32.5   150.9   274.0   362.0   414.7   432.3
DW(Max)     V      11.2    10.8    10.7     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   216.2   273.6  1256.2  2240.0  2931.0  3312.1  3358.0
            V     119.6   117.5   116.9   106.1    92.5    69.5    56.0    42.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   119.6   117.5   116.9   106.1    92.5    78.9    65.4    51.8
            M       0.0   216.2   273.6  1256.2  2240.0  2888.5  3201.5  3179.2
Total     : M+      0.0   597.0   755.7  3495.4  6307.6  8305.7  9471.6  9778.1
            V     285.2   278.1   276.1   239.7   192.8   136.5    89.3    42.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   285.2   278.1   276.1   239.7   192.8   145.9    98.7    51.8
            M       0.0   597.0   755.7  3495.4  6307.6  8263.2  9361.0  9599.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    93.13  108.77  124.40  140.03  152.03  152.66  155.00
Self wt.  : M    2423.0  2114.7  1600.8   881.4   189.8   149.9     0.0
(Max)       V      13.1    26.3    39.4    52.6    62.7    63.2    65.2
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     304.0   265.3   200.9   110.6    23.8    18.8     0.0
DC(Max)     V       1.6     3.3     4.9     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    2150.6  1877.0  1420.9   782.3   168.5   133.1     0.0
Haunch (Max)V      11.7    23.3    35.0    46.7    55.6    56.1    57.9
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      14.4    11.6     7.7     3.7     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     852.8   744.2   563.4   310.2    66.8    52.8     0.0
DC(Max)     V       4.6     9.3    13.9    18.5    22.1    22.2    22.9
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     414.7   362.0   274.0   150.9    32.5    25.7     0.0
DW(Max)     V       2.3     4.5     6.8     9.0    10.7    10.8    11.2
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+   3312.1  2931.0  2240.0  1256.2   273.6   216.2     0.0
            V      56.0    69.5    92.5   106.1   116.9   117.5   119.6
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    65.4    78.9    92.5   106.1   116.9   117.5   119.6
            M    3201.5  2888.5  2240.0  1256.2   273.6   216.2     0.0
Total     : M+   9471.6  8305.7  6307.6  3495.4   755.7   597.0     0.0
            V      89.3   136.5   192.8   239.7   276.1   278.1   285.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    98.7   145.9   192.8   239.7   276.1   278.1   285.2
            M    9361.0  8263.2  6307.6  3495.4   755.7   597.0     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   15.63   31.27   46.90   62.53   78.17   54.72
 
Beam-Self
Precast-top    0.188   0.897   1.584   2.063   2.347   2.445   2.228 
Bottom        -0.148  -0.701  -1.225  -1.577  -1.785  -1.859  -1.699 
 
Prestress
Precast-top    0.148  -0.249  -0.731  -1.200  -1.429  -1.429  -1.429 
Bottom         5.334   5.624   5.968   6.294   6.451   6.451   6.451 
 
Total
Precast-top    0.336   0.647   0.853   0.863   0.918   1.016   0.799 
Bottom         5.185   4.923   4.743   4.717   4.666   4.592   4.752 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.88 %)
             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   14.97   30.60   46.23   61.87   77.50
 
Prestress
Precast-top    0.046   0.127   0.110  -0.215  -0.629  -1.033  -1.231  -1.231
Bottom         1.084   4.593   4.606   4.843   5.139   5.421   5.555   5.555
 
Self wt.
Precast-top   -0.000   0.146   0.185   0.855   1.542   2.021   2.306   2.404
Bottom        -0.000  -0.115  -0.146  -0.668  -1.192  -1.545  -1.753  -1.827
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.023   0.107   0.194   0.254   0.289   0.302
Bottom        -0.000  -0.014  -0.018  -0.084  -0.150  -0.194  -0.220  -0.229
 
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   0.004   0.007   0.011   0.014   0.014
Bottom        -0.000  -0.000  -0.001  -0.003  -0.006  -0.008  -0.010  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.130   0.164   0.758   1.369   1.794   2.047   2.133
Bottom        -0.000  -0.102  -0.129  -0.593  -1.058  -1.372  -1.556  -1.622
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.018   0.083   0.150   0.197   0.224   0.234
Precast-top   -0.000   0.013   0.017   0.078   0.140   0.184   0.211   0.220
Bottom        -0.000  -0.029  -0.036  -0.167  -0.300  -0.392  -0.447  -0.466
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.009   0.040   0.073   0.096   0.109   0.114
Precast-top   -0.000   0.006   0.008   0.038   0.068   0.090   0.103   0.107
Bottom        -0.000  -0.014  -0.018  -0.081  -0.146  -0.191  -0.217  -0.226
 
LL+I(+)
Topping-top   -0.000   0.064   0.080   0.371   0.666   0.868   0.988   1.025
Precast-top   -0.000   0.059   0.075   0.347   0.624   0.815   0.928   0.963
Bottom        -0.000  -0.129  -0.163  -0.748  -1.336  -1.732  -1.966  -2.039
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.085   0.107   0.494   0.888   1.160   1.322   1.373 
Precast-top    0.046   0.500   0.582   1.971   3.315   4.136   4.666   4.910 
Bottom         1.084   4.190   4.096   2.500   0.952  -0.014  -0.614  -0.865 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.021   0.027   0.123   0.222   0.292   0.334   0.348 
Precast-top    0.046   0.441   0.507   1.624   2.691   3.321   3.738   3.948 
Bottom         1.084   4.319   4.258   3.247   2.287   1.718   1.352   1.174 
 

 
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   15.63   31.27   46.90   62.53   78.17   54.72
 
Beam-Self
Precast-top    0.188   0.897   1.584   2.063   2.347   2.445   2.228 
Bottom        -0.148  -0.701  -1.225  -1.577  -1.785  -1.859  -1.699 
 
Prestress
Precast-top    0.148  -0.249  -0.731  -1.200  -1.429  -1.429  -1.429 
Bottom         5.334   5.624   5.968   6.294   6.451   6.451   6.451 
 
Total
Precast-top    0.336   0.647   0.853   0.863   0.918   1.016   0.799 
Bottom         5.185   4.923   4.743   4.717   4.666   4.592   4.752 
 
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 = 13.88 %)
             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   14.97   30.60   46.23   61.87   77.50
 
Prestress
Precast-top    0.046   0.127   0.110  -0.215  -0.629  -1.033  -1.231  -1.231
Bottom         1.084   4.593   4.606   4.843   5.139   5.421   5.555   5.555
 
Self wt.
Precast-top   -0.000   0.146   0.185   0.855   1.542   2.021   2.306   2.404
Bottom        -0.000  -0.115  -0.146  -0.668  -1.192  -1.545  -1.753  -1.827
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.023   0.107   0.194   0.254   0.289   0.302
Bottom        -0.000  -0.014  -0.018  -0.084  -0.150  -0.194  -0.220  -0.229
 
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   0.004   0.007   0.011   0.014   0.014
Bottom        -0.000  -0.000  -0.001  -0.003  -0.006  -0.008  -0.010  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.130   0.164   0.758   1.369   1.794   2.047   2.133
Bottom        -0.000  -0.102  -0.129  -0.593  -1.058  -1.372  -1.556  -1.622
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.018   0.083   0.150   0.197   0.224   0.234
Precast-top   -0.000   0.013   0.017   0.078   0.140   0.184   0.211   0.220
Bottom        -0.000  -0.029  -0.036  -0.167  -0.300  -0.392  -0.447  -0.466
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.009   0.040   0.073   0.096   0.109   0.114
Precast-top   -0.000   0.006   0.008   0.038   0.068   0.090   0.103   0.107
Bottom        -0.000  -0.014  -0.018  -0.081  -0.146  -0.191  -0.217  -0.226
 
LL+I(+)
Topping-top   -0.000   0.051   0.064   0.297   0.533   0.695   0.791   0.820
Precast-top   -0.000   0.048   0.060   0.278   0.499   0.652   0.743   0.770
Bottom        -0.000  -0.103  -0.130  -0.598  -1.069  -1.386  -1.573  -1.631
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.072   0.091   0.420   0.755   0.987   1.124   1.168 
Precast-top    0.046   0.489   0.567   1.902   3.190   3.973   4.480   4.718 
Bottom         1.084   4.216   4.128   2.649   1.219   0.333  -0.221  -0.457 
 

 
 
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   14.97   30.60   46.23   61.87   77.50
F_LL+I(+)
Topping-top   -0.000   0.058   0.073   0.336   0.595   0.774   0.872   0.884
Precast-top   -0.000   0.054   0.069   0.314   0.558   0.726   0.819   0.830
Bottom        -0.000  -0.118  -0.149  -0.677  -1.194  -1.544  -1.735  -1.759
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.069   0.087   0.397   0.706   0.920   1.039   1.058 
Precast-top    0.023   0.275   0.322   1.126   1.903   2.387   2.688   2.804 
Bottom         0.542   2.042   1.981   0.947  -0.050  -0.685  -1.059  -1.171 
 

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
    438.2    6.5   66.2    1.650   6.8   6.00e-3 50.0    442.1     1.611    3.840      0.00
      0.0    1.6   65.4     41.9 0.108      38.0 0.87    24.00     0.133    2.256 
Transfer:   3.00
    427.1    6.5   66.2    7.443  30.7  -0.15e-3 28.5    218.4     0.378    1.760      0.00
    891.2    6.9   62.7    189.0 0.104     225.4 5.40    24.00     0.133    2.321 
Critical:   5.81
    413.3    6.5   66.2    8.720  30.7  -0.21e-3 28.3    194.3     0.338    0.827      0.00
   1886.6    8.9   61.8    189.0 0.102     234.2 5.70    24.00     0.133    1.611 
0.1L    :  15.63
    366.7    6.5   66.2   10.850  30.7  -0.16e-3 28.4    160.8     0.292    0.620      0.00
   5175.0   16.4   59.6    189.0 0.093     216.0 5.44    24.00     0.133    1.442 
0.2L    :  31.27
    295.0    6.5   61.6   13.454  30.7  -0.07e-3 28.8    110.6     0.219    0.413      0.00
   9219.7   16.7   55.5    189.0 0.078     186.4 5.05    24.00     0.133    1.299 
0.3L    :  46.90
    224.9    6.5   64.2   13.454  30.7   0.34e-3 30.2     72.2     0.146    0.413      0.00
  11934.0   17.0   57.8    189.0 0.056     146.9 3.82    24.00     0.133    1.532 
0.4L    :  62.53
    156.1    6.5   65.4   13.454   0.0   0.88e-3 32.1     60.2     0.133    0.413      0.00
  13376.9   17.2   58.9    189.0 0.043     113.2 2.89    24.00     0.133    1.772 
0.5L    :  78.17
     89.2    6.5   65.4   13.454   0.0   0.83e-3 31.9      0.0     0.133    0.413      0.00
  13606.3   17.2   58.9    189.0 0.025     116.0 2.96    24.00     0.133    3.141 
0.6L    :  93.80
    156.1    6.5   65.4   13.454   0.0   0.88e-3 32.1     60.2     0.133    0.413      0.00
  13376.9   17.2   58.9    189.0 0.043     113.2 2.89    24.00     0.133    1.772 
0.7L    : 109.43
    224.9    6.5   64.2   13.454  30.7   0.34e-3 30.2     72.2     0.146    0.413      0.00
  11934.0   17.0   57.8    189.0 0.056     146.9 3.82    24.00     0.133    1.532 
0.8L    : 125.06
    295.0    6.5   61.6   13.454  30.7  -0.07e-3 28.8    110.6     0.219    0.413      0.00
   9219.7   16.7   55.5    189.0 0.078     186.4 5.05    24.00     0.133    1.299 
0.9L    : 140.70
    366.7    6.5   66.2   10.850  30.7  -0.16e-3 28.4    160.8     0.292    0.620      0.00
   5175.0   16.4   59.6    189.0 0.093     216.0 5.44    24.00     0.133    1.442 
Critical: 150.52
    413.3    6.5   66.2    8.720  30.7  -0.21e-3 28.3    194.3     0.338    0.827      0.00
   1886.6    8.9   61.8    189.0 0.102     234.2 5.70    24.00     0.133    1.611 
Transfer: 153.33
    427.1    6.5   66.2    7.443  30.7  -0.15e-3 28.5    218.4     0.378    1.760      0.00
    891.2    6.9   62.7    189.0 0.104     225.4 5.40    24.00     0.133    2.321 
Bearing : 155.67
    438.2    6.5   66.2    1.650   6.8   6.00e-3 50.0    442.1     1.611    3.840      0.00
      0.0    1.6   65.4     41.9 0.108      38.0 0.87    24.00     0.133    2.256 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 2637.25
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    5.27
 
 
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
    438.2      7.44     66.21    1.58       65.42    24.00      0.300      1.731      0.000      1.920 
Transfer:      2.33
    427.1      7.56     66.21    6.92       62.75    24.00      0.300      1.771      0.000      1.760 
Critical:      5.15
    413.6      7.44     66.21    8.90       61.76    24.00      0.300      1.731      0.000      0.827 
0.1L    :     14.97
    366.7      7.02     66.21   16.40       58.01    24.00      0.300      1.591      0.000      0.620 
0.2L    :     30.60
    295.0      6.15     61.63   16.71       53.27    24.00      0.300      1.301      0.000      0.413 
0.3L    :     46.23
    224.9      4.49     64.17   17.01       55.67    24.00      0.300      0.746      0.000      0.413 
0.4L    :     61.87
    156.1      3.05     65.44   17.16       56.87    24.00      0.300      0.267      0.000      0.413 
0.5L    :     77.50
     89.2      1.74     65.44   17.16       56.87    24.00      0.300      0.000      0.000      0.413 
0.6L    :     93.13
    156.1      3.05     65.44   17.16       56.87    24.00      0.300      0.267      0.000      0.413 
0.7L    :    108.77
    224.9      4.49     64.17   17.01       55.67    24.00      0.300      0.746      0.000      0.413 
0.8L    :    124.40
    295.0      6.15     61.63   16.71       53.27    24.00      0.300      1.301      0.000      0.413 
0.9L    :    140.03
    366.7      7.02     66.21   16.40       58.01    24.00      0.300      1.591      0.000      0.620 
Critical:    149.85
    413.6      7.44     66.21    8.90       61.76    24.00      0.300      1.731      0.000      0.827 
Transfer:    152.66
    427.1      7.56     66.21    6.92       62.75    24.00      0.300      1.771      0.000      1.760 
Bearing :    155.00
    438.2      7.44     66.21    1.58       65.42    24.00      0.300      1.731      0.000      1.920 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 14.97 ft
Prestress      :       3.417  1.80      6.150  2.20      7.517
Self Wt.       :      -1.512  1.85     -2.797  2.40     -3.628
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          :       1.905            3.354            3.889
 
At 0.2 x L = 30.60 ft
Prestress      :       6.107  1.80     10.992  2.20     13.434
Self Wt.       :      -2.828  1.85     -5.232  2.40     -6.788
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          :       3.278            5.760            6.647
 
At 0.3 x L = 46.23 ft
Prestress      :       7.998  1.80     14.396  2.20     17.595
Self Wt.       :      -3.823  1.85     -7.073  2.40     -9.176
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          :       4.174            7.323            8.419
 
At 0.4 x L = 61.87 ft
Prestress      :       9.138  1.80     16.448  2.20     20.104
Self Wt.       :      -4.447  1.85     -8.228  2.40    -10.674
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          :       4.691            8.221            9.430
 
At 0.5 x L = 77.50 ft
Prestress      :       9.548  1.80     17.187  2.20     21.007
Self Wt.       :      -4.670  1.85     -8.640  2.40    -11.208
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          :       4.878            8.548            9.798
 
At 0.6 x L = 93.13 ft
Prestress      :       9.138  1.80     16.448  2.20     20.104
Self Wt.       :      -4.447  1.85     -8.228  2.40    -10.674
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          :       4.691            8.221            9.430
 
At 0.7 x L = 108.77 ft
Prestress      :       7.998  1.80     14.396  2.20     17.595
Self Wt.       :      -3.823  1.85     -7.073  2.40     -9.176
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          :       4.174            7.323            8.419
 
At 0.8 x L = 124.40 ft
Prestress      :       6.107  1.80     10.992  2.20     13.434
Self Wt.       :      -2.828  1.85     -5.232  2.40     -6.788
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          :       3.278            5.760            6.647
 
At 0.9 x L = 140.03 ft
Prestress      :       3.417  1.80      6.150  2.20      7.517
Self Wt.       :      -1.512  1.85     -2.797  2.40     -3.628
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          :       1.905            3.354            3.889
 

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
   896.8    57.0  9.229  258.9    8.4   6.92  10667.7  0.022T 1.00       -       -     -     -  
H/2     :   2.97
  1135.4    57.1  9.577  258.5    8.7   7.17  11049.0  0.021T 1.00       -       -     -     -  
0.1L    :  14.97
  5264.9    59.1 13.454  244.7   19.8  16.40  14805.1  0.007T 1.00  11472.9  7002.3    1.29    -  
0.2L    :  30.60
  9539.4    61.6 13.454  245.3   20.2  16.71  15532.3  0.007T 1.00  11658.3 11658.3    1.33    -  
0.3L    :  46.23
 12563.0    64.2 13.454  245.8   20.5  17.01  16261.1  0.007T 1.00  12027.1 12027.1    1.35    -  
0.4L    :  61.87
 14374.3    65.4 13.454  246.1   20.7  17.16  16626.2  0.007T 1.00  12178.0 12178.0    1.37    -  
0.5L    :  77.50
 14947.8    65.4 13.454  246.1   20.7  17.16  16626.2  0.007T 1.00  12099.1 12099.1    1.37    -  
0.6L    :  93.13
 14374.3    65.4 13.454  246.1   20.7  17.16  16626.2  0.007T 1.00  12178.0 12178.0    1.37    -  
0.7L    : 108.77
 12563.0    64.2 13.454  245.8   20.5  17.01  16261.1  0.007T 1.00  12027.1 12027.1    1.35    -  
0.8L    : 124.40
  9539.4    61.6 13.454  245.3   20.2  16.71  15532.3  0.007T 1.00  11658.3 11658.3    1.33    -  
0.9L    : 140.03
  5264.9    59.1 13.454  244.7   19.8  16.40  14805.1  0.007T 1.00  11472.9  7002.3    1.29    -  
H/2     : 152.03
  1135.4    57.1  9.577  258.5    8.7   7.17  11049.0  0.021T 1.00       -       -     -     -  
Transfer: 152.66
   896.8    57.0  9.229  258.9    8.4   6.92  10667.7  0.022T 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 1-31; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.109
        M   2.00 Fb     0.090
 
  2   2 E  60.00 Ft     0.412
        M  14.00 Fb     0.027
 
  3   2 E  58.00 Ft     0.702
        M  12.00 Fb    -0.026
 
  4   2 E  56.00 Ft     0.977
        M  10.00 Fb    -0.067
 
  5   2 E  54.00 Ft     1.239
        M   8.00 Fb    -0.098
 
  6   2 E  52.00 Ft     1.487
        M   6.00 Fb    -0.118
 
  7   2 E  50.00 Ft     1.722
        M   4.00 Fb    -0.127
 
  8   2 E  10.00 Ft     1.697
        M  10.00 Fb     0.068
 
  9   2 E  10.00 Ft     1.673
        M  10.00 Fb     0.263
 
 10   2 E   8.00 Ft     1.635
        M   8.00 Fb     0.469
 
 11   2 E   8.00 Ft     1.596
        M   8.00 Fb     0.675
 
 12   2 E   8.00 Ft     1.558
        M   8.00 Fb     0.881
 
 13   2 E   8.00 Ft     1.520
        M   8.00 Fb     1.087
 
 14   2 E   6.00 Ft     1.468
        M   6.00 Fb     1.304
 
 15   2 E   6.00 Ft     1.416
        M   6.00 Fb     1.520
 
 16   2 E   6.00 Ft     1.364
        M   6.00 Fb     1.737
 
 17   2 E   6.00 Ft     1.312
        M   6.00 Fb     1.954
 
 18   2 E   6.00 Ft     1.260
        M   6.00 Fb     2.171
 
 19   2 E   6.00 Ft     1.208
        M   6.00 Fb     2.388
 
 20   2 E   4.00 Ft     1.142
        M   4.00 Fb     2.615
 
 21   2 E   4.00 Ft     1.077
        M   4.00 Fb     2.843
 
 22   2 E   4.00 Ft     1.011
        M   4.00 Fb     3.071
 
 23   2 E   4.00 Ft     0.945
        M   4.00 Fb     3.298
 
 24   2 E   4.00 Ft     0.879
        M   4.00 Fb     3.526
 
 25   2 E   4.00 Ft     0.814
        M   4.00 Fb     3.754
 
 26   2 E   2.00 Ft     0.734
        M   2.00 Fb     3.992
 
 27   2 E   2.00 Ft     0.654
        M   2.00 Fb     4.231
 
 28   2 E   2.00 Ft     0.575
        M   2.00 Fb     4.469
 
 29   2 E   2.00 Ft     0.495
        M   2.00 Fb     4.708
 
 30   2 E   2.00 Ft     0.416
        M   2.00 Fb     4.947
 
 31   2 E   2.00 Ft     0.336
        M   2.00 Fb     5.185
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 156.33            Release Length, ft: 156.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  62
No. of strands, Draped:  12           No. of strands, Straight:  50
Concrete Strength, f'ci:   8.0  ksi        f'c:  10.5 ksi  f'ct   4.5 ksi
Initial losses: 10.06 %               Final losses: 15.33 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.185     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.336       Trans
      Precast Top w/ reinf. (tension)      -0.679           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 16626.17    14947.76     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       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:   2.700   1.373     Midspan    2.025   0.348     Midspan
    Pre.Top:   6.300   4.910     Midspan    4.725   3.948     Midspan
    Pre.Bot:   6.300   4.190    Transfer    4.725   4.319    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.403  -0.000     Bearing
    Pre.Top:  -0.600   0.046     Bearing
    Pre.Bot:  -0.600  -0.457     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             4.200   2.804     Midspan
    Pre.Bot:                                                             4.200   2.042    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  77.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       9.548  1.80     17.187  2.20     21.007
Self Wt.       :      -4.670  1.85     -8.640  2.40    -11.208
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          :       4.878            8.548            9.798
 
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

