 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTE140 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 140 feet, girder spacing is 9.25 feet, and deck overhang width is 3 
                     feet and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) Two steel diaphragms of 0.5 kips  
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) The hold down points are at 0.35*Lp (Lpis the beam overall length)
                     (9) The beam lifting and supporting points are both assumed are 10 feet and 12 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 7.5 ksi and 8.5 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_5ac5.tmp\BTE140-0_35\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       44.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.834
Number of spans         =            1
Number of lanes         =            3
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       34.000
Bridge c/s,MI(Ixx), in4 =   4808763.50
 
SPAN DATA
---------
Precast length    , ft =    141.330
Bearing-to-bearing, ft =    140.000
Release span      , ft =    141.330
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTE    3.500    807.4   422790.0  63.00  28.75  34.00   8.125
 2               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 3               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 4               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 5               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   8.125
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      8.500           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5471.070        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      7.500 
Eci ,ksi      =   5249.690
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  140.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052  140.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076  140.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  140.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087  140.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  140.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087  140.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  140.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087  140.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  140.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076  140.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   50.000
   1    1        0.250   90.000
   1    2        0.500   50.000
   1    2        0.500   90.000
   1    3        0.500   50.000
   1    3        0.500   90.000
   1    4        0.500   50.000
   1    4        0.500   90.000
   1    5        0.250   50.000
   1    5        0.250   90.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740  140.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  140.00   Right Barrier Weight
   1    DW Area        0.020   40.83          -       -    Future Wearing Surface
 
TEMPERATURE LOADS
-----------------
 
LIVE LOADS
----------
Live load deflection: included.
ID: Design Lane (Type: Design Lane)
ID: Design Tandem (Type: Design Tandem)
ID: Design Truck (Type: Design Truck)
 
Pedestrian Load - NONE
 

ANALYSIS DATA:
--------------
ANALYSIS PARAMETERS DATA
------------------------
 
  Truck impact:       1.330 
  Lane  impact:       1.000 
  Strength II impact: 1.330 
  Fatigue impact:     1.150 
 
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
 
  Include sacrificial deck thick in ts:                     NO   
  Is Span Post-tensioned:                                   NO   
  Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO   
  ADTT (Average Daily Truck Traffic)    :                   5000 
  Percent of the specified force effect :                   1.00 
  Apply reduction of Moment for skew:                       NO   
 
NOTE: Beam specific dead and live load DFs are printed in beam level reports.
 
LOAD FACTORS: (Table 3.4.1-1 & 3.4.1-2)
---------------------------------------
 
               Live DC(max) DC(min) DW(max) DW(min) 
----------------------------------------------------
  Service I:   1.00    1.00    1.00    1.00    1.00 
  Service III: 0.80    1.00    1.00    1.00    1.00 
  Strength I:  1.75    1.25    0.90    1.50    0.65 
  Fatigue I:   1.75    -       -       -       -    
 
 
----------
 
  Ductility Factor:  1.00 
  Redundancy Factor: 1.00 
  Importance Factor: 1.00 
 
----------------------------------------------------------------------------------------------------


PROJECT PARAMETERS DATA:
------------------------
SPAN TO DEPTH RATIO (Table 2.5.2.6.3-1):
----------------------------------------
 
  Span Computed Allowable Status 
---------------------------------
     1   0.042*     0.045 NG     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              7.50 ksi 
  Elasticity          5249.7 ksi 
  Max comp              4.88 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.66 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      8.50 ksi    4.00 ksi 
  Elasticity 5471.07 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    5.10 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.82 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.40 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.55 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    7.50        8.50      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    7.50        8.50      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    7.50        8.50      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    7.50        8.50      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    7.50        8.50      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 52 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 49.47 ft from member end )
 
END PATTERN (Ycg = 14.46 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 6 @  8.000 in 
  2 @ 52.000 in  2 @ 54.000 in  2 @ 56.000 in  2 @ 58.000 in 
  2 @ 60.000 in                                              
 
MID PATTERN (Ycg = 4.85 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 6 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  12.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  12.9167  24.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  24.9167  43.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  43.6670  97.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  97.6631 116.4134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 116.4134 128.4134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 128.4134 134.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 134.4134 134.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 134.9550 139.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 139.9550 140.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 140.2050 140.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 140.4550 140.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 140.7050 140.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 140.9550 141.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 141.2050 141.3300 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 141.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 52 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 49.47 ft from member end )
 
END PATTERN (Ycg = 14.46 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 6 @  8.000 in 
  2 @ 52.000 in  2 @ 54.000 in  2 @ 56.000 in  2 @ 58.000 in 
  2 @ 60.000 in                                              
 
MID PATTERN (Ycg = 4.85 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 6 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  12.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  12.9167  24.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  24.9167  43.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  43.6670  97.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  97.6631 116.4134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 116.4134 128.4134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 128.4134 134.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 134.4134 134.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 134.9550 139.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 139.9550 140.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 140.2050 140.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 140.4550 140.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 140.7050 140.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 140.9550 141.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 141.2050 141.3300 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 141.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 52 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 49.47 ft from member end )
 
END PATTERN (Ycg = 14.46 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 6 @  8.000 in 
  2 @ 52.000 in  2 @ 54.000 in  2 @ 56.000 in  2 @ 58.000 in 
  2 @ 60.000 in                                              
 
MID PATTERN (Ycg = 4.85 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 6 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  12.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  12.9167  24.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  24.9167  43.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  43.6670  97.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  97.6631 116.4134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 116.4134 128.4134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 128.4134 134.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 134.4134 134.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 134.9550 139.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 139.9550 140.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 140.2050 140.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 140.4550 140.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 140.7050 140.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 140.9550 141.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 141.2050 141.3300 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 141.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 52 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 49.47 ft from member end )
 
END PATTERN (Ycg = 14.46 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 6 @  8.000 in 
  2 @ 52.000 in  2 @ 54.000 in  2 @ 56.000 in  2 @ 58.000 in 
  2 @ 60.000 in                                              
 
MID PATTERN (Ycg = 4.85 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 6 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  12.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  12.9167  24.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  24.9167  43.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  43.6670  97.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  97.6631 116.4134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 116.4134 128.4134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 128.4134 134.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 134.4134 134.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 134.9550 139.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 139.9550 140.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 140.2050 140.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 140.4550 140.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 140.7050 140.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 140.9550 141.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 141.2050 141.3300 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 141.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 52 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 49.47 ft from member end )
 
END PATTERN (Ycg = 14.46 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 6 @  8.000 in 
  2 @ 52.000 in  2 @ 54.000 in  2 @ 56.000 in  2 @ 58.000 in 
  2 @ 60.000 in                                              
 
MID PATTERN (Ycg = 4.85 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 6 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  12.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  12.9167  24.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  24.9167  43.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  43.6670  97.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  97.6631 116.4134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 116.4134 128.4134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 128.4134 134.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 134.4134 134.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 134.9550 139.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 139.9550 140.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 140.2050 140.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 140.4550 140.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 140.7050 140.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 140.9550 141.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 141.2050 141.3300 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 141.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (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  140.00
     DC  Line       0.052      0.00       0.052  140.00
     DC  Line       0.076      0.00       0.076  140.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    50.00 
      0.25    90.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 141.330 ft
Release length = 141.330 ft
Design  length = 140.000 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)  : 0.690   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.914   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.006   (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           1409.9 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           938280 in4#
Ht. of c.g.           =        28.75 in             45.22 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1645.9 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7798

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    13.47    27.60    41.73    55.87    70.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    818.5    857.4    857.4    857.4    857.4    857.4    857.4    857.4
  Yb      ,  in    28.55    27.88    27.88    27.76    27.60    27.44    27.36    27.36
  MI(Ixx) , in4   425062   433199   433372   436448   441209   446679   449681   449681
Composite: (At Final, using Ec =  5471.1 ksi )
  Area    , in2   1420.4   1457.4   1457.4   1457.4   1457.4   1457.4   1457.4   1457.4
  Yb      ,  in    44.99    44.20    44.19    44.12    44.04    43.95    43.90    43.90
  MI(Ixx) , in4   948248   983406   983761   989853   998658  1008157  1013166  1013166

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.50 ksi           4.00 ksi
  Elasticity         =    5471.07 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.10 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.83 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.55 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  52 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 49.47 ft from member end )
END PATTERN (Ycg = 14.46 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     6 @  8.000 in
     2 @ 52.000 in     2 @ 54.000 in     2 @ 56.000 in     2 @ 58.000 in
     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.85 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     6 @  8.000 in

 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =   11.28 in2      Initial Pull          =     2211.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.393 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.241 ft
Holddown Force        =  35.704 kips     Beam Shrtng (PL/AE)   =      0.833 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)       
---------------------------------------------------------------------------------------
      7352.663         740 5440.971     29.349 118864.680  1824.950     894.610        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     12.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      12.9167     24.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.9167     43.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      43.6670     97.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      97.6631    116.4134    Yes
      2      US#5[M16]       60.00        0.62      12.00     116.4134    128.4134    Yes
      2      US#5[M16]       60.00        0.62       9.00     128.4134    134.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     134.4134    134.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     134.9550    139.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     139.9550    140.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     140.2050    140.4550     No
      2      US#6[M19]       60.00        0.88       3.00     140.4550    140.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     140.7050    140.9550     No
      2      US#6[M19]       60.00        0.88       3.00     140.9550    141.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     141.2050    141.3300     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 141.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 11.2840 in2       Ycg =  4.85 in
         P_init    =     2211.9 kips  Ecc = 23.90 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.25 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.361 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.46 ksi    0.00 ksi
    due to Composite Loads                                 -2.71 ksi    0.00 ksi
    due to Live Loads                                      -7.01 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        16.11 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.25 ksi  ( 9.31 %)             8.39 ksi ( 4.28 %)
Total Prestress Losses                                    26.63 ksi (13.59 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.4 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   13.47   27.60   41.73   55.87   70.00
Self wt.  : M       0.0   135.2   171.1   716.6  1304.6  1724.6  1976.6  2060.6
(Max)       V      58.9    56.9    56.4    47.5    35.7    23.8    11.9     0.0
DL-Prec.  : M       0.0    26.2    33.2   139.0   253.1   334.6   383.5   399.8
DC(Max)     V      11.4    11.0    10.9     9.2     6.9     4.6     2.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   129.4   163.7   685.8  1248.4  1650.3  1891.4  1971.8
Haunch (Max)V      56.3    54.5    53.9    45.5    34.1    22.7    11.4     0.0
Diaphragm : M       0.0     0.6     0.7     3.4     6.9    10.4    12.5    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    47.6    60.2   252.2   459.1   607.0   695.6   725.2
DC(Max)     V      20.7    20.0    19.8    16.7    12.6     8.4     4.2     0.0
DL-Comp   : M       0.0    26.3    33.2   139.2   253.4   334.9   383.9   400.2
DW(Max)     V      11.4    11.1    10.9     9.2     6.9     4.6     2.3     0.0
LL + I    : M+      0.0   245.5   310.6  1296.1  2344.9  3074.9  3510.7  3638.0
            V     135.0   131.9   131.0   116.7    98.0    79.2    53.0    34.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   135.0   131.9   131.0   116.8    99.5    83.1    67.6    53.0
            M       0.0   242.2   306.1  1250.8  2183.8  2757.9  3003.6  2951.1
Total     : M+      0.0   610.6   772.7  3232.3  5870.4  7736.7  8854.1  9208.0
            V     294.1   285.6   283.3   245.2   194.4   143.6    85.1    34.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   294.1   285.6   283.3   245.3   196.0   147.5    99.7    53.0
            M       0.0   607.3   768.2  3187.0  5709.3  7419.7  8347.0  8521.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    84.13   98.27  112.40  126.53  137.03  137.66  140.00
Self wt.  : M    1976.6  1724.6  1304.6   716.6   171.1   135.2     0.0
(Max)       V      11.9    23.8    35.7    47.5    56.4    56.9    58.9
DL-Prec.  : M     383.5   334.6   253.1   139.0    33.2    26.2     0.0
DC(Max)     V       2.3     4.6     6.9     9.2    10.9    11.0    11.4
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
Deck +    : M    1891.4  1650.3  1248.4   685.8   163.7   129.4     0.0
Haunch (Max)V      11.4    22.7    34.1    45.5    53.9    54.5    56.3
Diaphragm : M      12.5    10.4     6.9     3.4     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     695.6   607.0   459.1   252.2    60.2    47.6     0.0
DC(Max)     V       4.2     8.4    12.6    16.7    19.8    20.0    20.7
DL-Comp   : M     383.9   334.9   253.4   139.2    33.2    26.3     0.0
DW(Max)     V       2.3     4.6     6.9     9.2    10.9    11.1    11.4
LL + I    : M+   3510.7  3074.9  2344.9  1296.1   310.6   245.5     0.0
            V      53.0    79.2    98.0   116.7   131.0   131.9   135.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    67.6    83.1    99.5   116.8   131.0   131.9   135.0
            M    3003.6  2757.9  2183.8  1250.8   306.1   242.2    -0.0
Total     : M+   8854.1  7736.7  5870.4  3232.3   772.7   610.6     0.0
            V      85.1   143.6   194.4   245.2   283.3   285.6   294.1
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    99.7   147.5   196.0   245.3   283.3   285.6   294.1
            M    8347.0  7419.7  5709.3  3187.0   768.2   607.3    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               58.9             58.9
Deck+Haunch            56.3             56.3
Diaphragm               0.3              0.3
DL-Prec.(DC)           11.4             11.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          103.6            103.6
DL-Comp.(DW)           57.2             57.2
Live                  112.0            112.0
        Truck          67.2             67.2
        Lane           44.8             44.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   13.47   27.60   41.73   55.87   70.00
Self wt.  : M       0.0   135.2   171.1   716.6  1304.6  1724.6  1976.6  2060.6
(Max)       V      58.9    56.9    56.4    47.5    35.7    23.8    11.9     0.0
DL-Prec.  : M       0.0    26.2    33.2   139.0   253.1   334.6   383.5   399.8
DC(Max)     V      11.4    11.0    10.9     9.2     6.9     4.6     2.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   129.4   163.7   685.8  1248.4  1650.3  1891.4  1971.8
Haunch (Max)V      56.3    54.5    53.9    45.5    34.1    22.7    11.4     0.0
Diaphragm : M       0.0     0.6     0.7     3.4     6.9    10.4    12.5    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    47.6    60.2   252.2   459.1   607.0   695.6   725.2
DC(Max)     V      20.7    20.0    19.8    16.7    12.6     8.4     4.2     0.0
DL-Comp   : M       0.0    26.3    33.2   139.2   253.4   334.9   383.9   400.2
DW(Max)     V      11.4    11.1    10.9     9.2     6.9     4.6     2.3     0.0
LL + I    : M+      0.0   196.4   248.5  1036.9  1875.9  2459.9  2808.5  2910.4
            V     108.0   105.5   104.8    93.4    78.4    63.4    42.4    27.4
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   108.0   105.5   104.8    93.5    79.6    66.5    54.1    42.4
            M       0.0   193.7   244.8  1000.7  1747.1  2206.3  2402.9  2360.9
Total     : M+      0.0   561.5   710.6  2973.1  5401.4  7121.7  8152.0  8480.4
            V     267.1   259.2   257.1   221.9   174.8   127.8    74.5    27.4
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   267.1   259.3   257.1   222.0   176.1   130.9    86.2    42.4
            M       0.0   558.9   707.0  2936.8  5272.6  6868.1  7746.3  7930.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    84.13   98.27  112.40  126.53  137.03  137.66  140.00
Self wt.  : M    1976.6  1724.6  1304.6   716.6   171.1   135.2     0.0
(Max)       V      11.9    23.8    35.7    47.5    56.4    56.9    58.9
DL-Prec.  : M     383.5   334.6   253.1   139.0    33.2    26.2     0.0
DC(Max)     V       2.3     4.6     6.9     9.2    10.9    11.0    11.4
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
Deck +    : M    1891.4  1650.3  1248.4   685.8   163.7   129.4     0.0
Haunch (Max)V      11.4    22.7    34.1    45.5    53.9    54.5    56.3
Diaphragm : M      12.5    10.4     6.9     3.4     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     695.6   607.0   459.1   252.2    60.2    47.6     0.0
DC(Max)     V       4.2     8.4    12.6    16.7    19.8    20.0    20.7
DL-Comp   : M     383.9   334.9   253.4   139.2    33.2    26.3     0.0
DW(Max)     V       2.3     4.6     6.9     9.2    10.9    11.1    11.4
LL + I    : M+   2808.5  2459.9  1875.9  1036.9   248.5   196.4     0.0
            V      42.4    63.4    78.4    93.4   104.8   105.5   108.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    54.1    66.5    79.6    93.5   104.8   105.5   108.0
            M    2402.9  2206.3  1747.1  1000.7   244.8   193.7    -0.0
Total     : M+   8152.0  7121.7  5401.4  2973.1   710.6   561.5     0.0
            V      74.5   127.8   174.8   221.9   257.1   259.2   267.1
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    86.2   130.9   176.1   222.0   257.1   259.3   267.1
            M    7746.3  6868.1  5272.6  2936.8   707.0   558.9    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   13.47   27.60   41.73   55.87   70.00
Self wt.  : M       0.0   169.0   213.8   895.8  1630.7  2155.7  2470.7  2575.7
(Max)       V      73.6    71.1    70.5    59.4    44.6    29.7    14.9     0.0
Self wt.  : M       0.0   121.7   154.0   645.0  1174.1  1552.1  1778.9  1854.5
(Min)       V      53.0    51.2    50.7    42.8    32.1    21.4    10.7     0.0
DL-Prec.  : M       0.0    32.8    41.5   173.8   316.4   418.2   479.3   499.7
DC(Max)     V      14.3    13.8    13.7    11.5     8.6     5.8     2.9     0.0
DL-Prec.  : M       0.0    23.6    29.9   125.1   227.8   301.1   345.1   359.8
DC(Min)     V      10.3     9.9     9.8     8.3     6.2     4.2     2.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   161.7   204.6   857.2  1560.5  2062.9  2364.3  2464.8
Haunch (Max)V      70.4    68.1    67.4    56.9    42.7    28.4    14.2     0.0
Deck +    : M       0.0   116.4   147.3   617.2  1123.6  1485.3  1702.3  1774.6
Haunch (Min)V      50.7    49.0    48.6    40.9    30.7    20.5    10.2     0.0
Diaphragm : M       0.0     0.7     0.9     4.2     8.6    13.0    15.6    15.6
(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     3.0     6.2     9.4    11.3    11.3
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    59.5    75.3   315.3   573.9   758.7   869.5   906.5
DC(Max)     V      25.9    25.0    24.8    20.9    15.7    10.5     5.2     0.0
DL-Comp   : M       0.0    42.8    54.2   227.0   413.2   546.3   626.1   652.7
DC(Min)     V      18.6    18.0    17.9    15.1    11.3     7.5     3.8     0.0
DL-Comp   : M       0.0    39.4    49.8   208.8   380.0   502.4   575.8   600.3
DW(Max)     V      17.2    16.6    16.4    13.9    10.4     6.9     3.5     0.0
DL-Comp   : M       0.0    17.1    21.6    90.5   164.7   217.7   249.5   260.1
DW(Min)     V       7.4     7.2     7.1     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   429.6   543.5  2268.2  4103.6  5381.1  6143.7  6366.4
            V     236.3   230.8   229.3   204.3   171.5   138.7    92.8    60.0
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   236.3   230.8   229.3   204.5   174.2   145.5   118.4    92.8
            M       0.0   423.8   535.6  2189.0  3821.7  4826.4  5256.3  5164.5
Total     : M+      0.0   892.6  1129.5  4723.2  8573.8 11292.0 12919.0 13429.0
            V     438.0   425.7   422.4   367.2   293.7   220.3   133.4    60.0
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   438.0   425.7   422.4   367.4   296.5   227.1   159.0    92.8
            M       0.0   886.8  1121.6  4644.0  8291.9 10737.3 12031.5 12227.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    84.13   98.27  112.40  126.53  137.03  137.66  140.00
Self wt.  : M    2470.7  2155.7  1630.7   895.8   213.8   169.0     0.0
(Max)       V      14.9    29.7    44.6    59.4    70.5    71.1    73.6
Self wt.  : M    1778.9  1552.1  1174.1   645.0   154.0   121.7     0.0
(Min)       V      10.7    21.4    32.1    42.8    50.7    51.2    53.0
DL-Prec.  : M     479.3   418.2   316.4   173.8    41.5    32.8     0.0
DC(Max)     V       2.9     5.8     8.6    11.5    13.7    13.8    14.3
DL-Prec.  : M     345.1   301.1   227.8   125.1    29.9    23.6     0.0
DC(Min)     V       2.1     4.2     6.2     8.3     9.8     9.9    10.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2364.3  2062.9  1560.5   857.2   204.6   161.7     0.0
Haunch (Max)V      14.2    28.4    42.7    56.9    67.4    68.1    70.4
Deck +    : M    1702.3  1485.3  1123.6   617.2   147.3   116.4     0.0
Haunch (Min)V      10.2    20.5    30.7    40.9    48.6    49.0    50.7
Diaphragm : M      15.6    13.0     8.6     4.2     0.9     0.7     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      11.3     9.4     6.2     3.0     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     869.5   758.7   573.9   315.3    75.3    59.5     0.0
DC(Max)     V       5.2    10.5    15.7    20.9    24.8    25.0    25.9
DL-Comp   : M     626.1   546.3   413.2   227.0    54.2    42.8     0.0
DC(Min)     V       3.8     7.5    11.3    15.1    17.9    18.0    18.6
DL-Comp   : M     575.8   502.4   380.0   208.8    49.8    39.4     0.0
DW(Max)     V       3.5     6.9    10.4    13.9    16.4    16.6    17.2
DL-Comp   : M     249.5   217.7   164.7    90.5    21.6    17.1     0.0
DW(Min)     V       1.5     3.0     4.5     6.0     7.1     7.2     7.4
LL + I    : M+   6143.7  5381.1  4103.6  2268.2   543.5   429.6     0.0
            V      92.8   138.7   171.5   204.3   229.3   230.8   236.3
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   118.4   145.5   174.2   204.5   229.3   230.8   236.3
            M    5256.3  4826.4  3821.7  2189.0   535.6   423.8    -0.0
Total     : M+  12919.0 11292.0  8573.8  4723.2  1129.5   892.6     0.0
            V     133.4   220.3   293.7   367.2   422.4   425.7   438.0
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   159.0   227.1   296.5   367.4   422.4   425.7   438.0
            M   12031.5 10737.3  8291.9  4644.0  1121.6   886.8    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               73.6             73.6
Deck+Haunch            70.4             70.4
Diaphragm               0.3              0.3
DL-Prec.(DC)           14.3             14.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          129.5            129.5
DL-Comp.(DW)           85.8             85.8
Live                  196.0            196.0
        Truck         117.6            117.6
        Lane           78.4             78.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   13.47   27.60   41.73   55.87   70.00
Self wt.  : M       0.0   135.2   171.1   716.6  1304.6  1724.6  1976.6  2060.6
(Max)       V      58.9    56.9    56.4    47.5    35.7    23.8    11.9     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    26.2    33.2   139.0   253.1   334.6   383.5   399.8
DC(Max)     V      11.4    11.0    10.9     9.2     6.9     4.6     2.3     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   129.4   163.7   685.8  1248.4  1650.3  1891.4  1971.8
Haunch (Max)V      56.3    54.5    53.9    45.5    34.1    22.7    11.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.7     3.4     6.9    10.4    12.5    12.5
(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    47.6    60.2   252.2   459.1   607.0   695.6   725.2
DC(Max)     V      20.7    20.0    19.8    16.7    12.6     8.4     4.2     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    26.3    33.2   139.2   253.4   334.9   383.9   400.2
DW(Max)     V      11.4    11.1    10.9     9.2     6.9     4.6     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   229.7   290.5  1201.9  2143.3  2802.7  3162.4  3194.4
            V     126.9   124.3   123.6   112.3    97.7    73.6    59.0    44.4
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   126.9   124.3   123.6   112.3    97.7    83.1    68.5    53.9
            M       0.0   229.7   290.5  1201.9  2143.3  2756.9  3042.9  3001.2
Total     : M+      0.0   594.9   752.7  3138.1  5668.8  7464.5  8505.9  8764.4
            V     285.9   278.1   275.9   240.8   194.1   138.0    91.1    44.4
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   285.9   278.1   275.9   240.8   194.1   147.5   100.6    53.9
            M       0.0   594.9   752.7  3138.1  5668.8  7418.7  8386.4  8571.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    84.13   98.27  112.40  126.53  137.03  137.66  140.00
Self wt.  : M    1976.6  1724.6  1304.6   716.6   171.1   135.2     0.0
(Max)       V      11.9    23.8    35.7    47.5    56.4    56.9    58.9
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     383.5   334.6   253.1   139.0    33.2    26.2     0.0
DC(Max)     V       2.3     4.6     6.9     9.2    10.9    11.0    11.4
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    1891.4  1650.3  1248.4   685.8   163.7   129.4     0.0
Haunch (Max)V      11.4    22.7    34.1    45.5    53.9    54.5    56.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      12.5    10.4     6.9     3.4     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     695.6   607.0   459.1   252.2    60.2    47.6     0.0
DC(Max)     V       4.2     8.4    12.6    16.7    19.8    20.0    20.7
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     383.9   334.9   253.4   139.2    33.2    26.3     0.0
DW(Max)     V       2.3     4.6     6.9     9.2    10.9    11.1    11.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   3162.4  2802.7  2143.3  1201.9   290.5   229.7     0.0
            V      59.0    73.6    97.7   112.3   123.6   124.3   126.9
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    68.5    83.1    97.7   112.3   123.6   124.3   126.9
            M    3042.9  2756.9  2143.3  1201.9   290.5   229.7     0.0
Total     : M+   8505.9  7464.5  5668.8  3138.1   752.7   594.9     0.0
            V      91.1   138.0   194.1   240.8   275.9   278.1   285.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   100.6   147.5   194.1   240.8   275.9   278.1   285.9
            M    8386.4  7418.7  5668.8  3138.1   752.7   594.9     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   14.13   28.27   42.40   56.53   70.67   49.47
 
Beam-Self
Precast-top    0.170   0.733   1.294   1.685   1.917   1.997   1.820 
Bottom        -0.135  -0.577  -1.009  -1.300  -1.472  -1.533  -1.401 
 
Prestress
Precast-top    0.069  -0.286  -0.727  -1.157  -1.367  -1.367  -1.367 
Bottom         4.574   4.837   5.157   5.462   5.609   5.609   5.609 
 
Total
Precast-top    0.238   0.447   0.567   0.529   0.551   0.631   0.454 
Bottom         4.439   4.260   4.149   4.162   4.137   4.076   4.208 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.05 %)
             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   13.47   27.60   41.73   55.87   70.00
 
Prestress
Precast-top    0.030   0.060   0.042  -0.248  -0.632  -1.006  -1.188  -1.188
Bottom         0.928   3.977   3.990   4.206   4.484   4.750   4.877   4.877
 
Self wt.
Precast-top   -0.000   0.131   0.166   0.694   1.256   1.648   1.880   1.960
Bottom        -0.000  -0.104  -0.132  -0.547  -0.979  -1.271  -1.443  -1.504
 
DL-Prec (DC)
Precast-top   -0.000   0.026   0.032   0.135   0.244   0.320   0.365   0.380
Bottom        -0.000  -0.020  -0.026  -0.106  -0.190  -0.247  -0.280  -0.292
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.003   0.007   0.010   0.012   0.012
Bottom        -0.000  -0.000  -0.001  -0.003  -0.005  -0.008  -0.009  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.126   0.159   0.664   1.202   1.577   1.799   1.876
Bottom        -0.000  -0.100  -0.126  -0.523  -0.937  -1.216  -1.381  -1.439
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.065   0.117   0.154   0.176   0.183
Precast-top   -0.000   0.011   0.014   0.058   0.105   0.138   0.157   0.164
Bottom        -0.000  -0.026  -0.032  -0.135  -0.243  -0.317  -0.362  -0.377
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.009   0.036   0.065   0.085   0.097   0.101
Precast-top   -0.000   0.006   0.008   0.032   0.058   0.076   0.087   0.091
Bottom        -0.000  -0.014  -0.018  -0.074  -0.134  -0.175  -0.200  -0.208
 
LL+I(+)
Topping-top   -0.000   0.063   0.080   0.332   0.598   0.779   0.887   0.919
Precast-top   -0.000   0.056   0.071   0.297   0.534   0.697   0.794   0.823
Bottom        -0.000  -0.132  -0.167  -0.693  -1.241  -1.608  -1.825  -1.892
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.082   0.104   0.433   0.780   1.018   1.159   1.203 
Precast-top    0.030   0.416   0.493   1.635   2.773   3.459   3.906   4.117 
Bottom         0.928   3.580   3.488   2.124   0.755  -0.093  -0.622  -0.844 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.024   0.100   0.182   0.239   0.273   0.284 
Precast-top    0.030   0.360   0.422   1.338   2.239   2.762   3.111   3.294 
Bottom         0.928   3.712   3.655   2.817   1.996   1.515   1.203   1.047 
 

 
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   14.13   28.27   42.40   56.53   70.67   49.47
 
Beam-Self
Precast-top    0.170   0.733   1.294   1.685   1.917   1.997   1.820 
Bottom        -0.135  -0.577  -1.009  -1.300  -1.472  -1.533  -1.401 
 
Prestress
Precast-top    0.069  -0.286  -0.727  -1.157  -1.367  -1.367  -1.367 
Bottom         4.574   4.837   5.157   5.462   5.609   5.609   5.609 
 
Total
Precast-top    0.238   0.447   0.567   0.529   0.551   0.631   0.454 
Bottom         4.439   4.260   4.149   4.162   4.137   4.076   4.208 
 
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 = 13.05 %)
             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   13.47   27.60   41.73   55.87   70.00
 
Prestress
Precast-top    0.030   0.060   0.042  -0.248  -0.632  -1.006  -1.188  -1.188
Bottom         0.928   3.977   3.990   4.206   4.484   4.750   4.877   4.877
 
Self wt.
Precast-top   -0.000   0.131   0.166   0.694   1.256   1.648   1.880   1.960
Bottom        -0.000  -0.104  -0.132  -0.547  -0.979  -1.271  -1.443  -1.504
 
DL-Prec (DC)
Precast-top   -0.000   0.026   0.032   0.135   0.244   0.320   0.365   0.380
Bottom        -0.000  -0.020  -0.026  -0.106  -0.190  -0.247  -0.280  -0.292
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.003   0.007   0.010   0.012   0.012
Bottom        -0.000  -0.000  -0.001  -0.003  -0.005  -0.008  -0.009  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.126   0.159   0.664   1.202   1.577   1.799   1.876
Bottom        -0.000  -0.100  -0.126  -0.523  -0.937  -1.216  -1.381  -1.439
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.065   0.117   0.154   0.176   0.183
Precast-top   -0.000   0.011   0.014   0.058   0.105   0.138   0.157   0.164
Bottom        -0.000  -0.026  -0.032  -0.135  -0.243  -0.317  -0.362  -0.377
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.009   0.036   0.065   0.085   0.097   0.101
Precast-top   -0.000   0.006   0.008   0.032   0.058   0.076   0.087   0.091
Bottom        -0.000  -0.014  -0.018  -0.074  -0.134  -0.175  -0.200  -0.208
 
LL+I(+)
Topping-top   -0.000   0.051   0.064   0.266   0.478   0.623   0.709   0.735
Precast-top   -0.000   0.045   0.057   0.237   0.427   0.558   0.635   0.658
Bottom        -0.000  -0.106  -0.134  -0.555  -0.993  -1.287  -1.460  -1.513
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.070   0.088   0.366   0.660   0.862   0.982   1.019 
Precast-top    0.030   0.405   0.479   1.575   2.667   3.320   3.747   3.952 
Bottom         0.928   3.606   3.521   2.263   1.003   0.228  -0.257  -0.466 
 

 
 
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   13.47   27.60   41.73   55.87   70.00
F_LL+I(+)
Topping-top   -0.000   0.059   0.075   0.308   0.547   0.710   0.799   0.807
Precast-top   -0.000   0.053   0.067   0.275   0.488   0.636   0.715   0.723
Bottom        -0.000  -0.124  -0.157  -0.643  -1.134  -1.466  -1.644  -1.661
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.069   0.087   0.358   0.637   0.830   0.935   0.949 
Precast-top    0.015   0.233   0.278   0.944   1.608   2.017   2.271   2.369 
Bottom         0.464   1.732   1.671   0.766  -0.136  -0.708  -1.043  -1.137 
 

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
    438.0    6.5   66.7    1.345   6.9   6.00e-3 50.0    445.3     1.608    3.520      0.00
      0.0    1.3   66.0     41.9 0.132      34.5 0.87    12.00     0.120    1.888 
Transfer:   3.00
    425.7    6.5   66.7    6.070  31.0  -0.09e-3 28.7    245.7     0.422    1.760      0.00
    886.8    5.9   63.7    189.0 0.126     196.3 5.14    12.00     0.120    1.926 
Critical:   5.93
    410.2    6.5   66.7    7.146  31.0  -0.15e-3 28.5    220.9     0.380    1.760      0.00
   1904.1    7.1   63.1    189.0 0.122     203.9 5.39    24.00     0.120    1.982 
0.1L    :  14.13
    367.4    6.5   66.7    9.114  31.0  -0.12e-3 28.6    183.4     0.325    0.620      0.00
   4644.0   10.4   61.5    189.0 0.111     193.8 5.26    24.00     0.120    1.408 
0.2L    :  28.27
    296.5    6.5   62.3   11.284  31.0  -0.03e-3 28.9    130.5     0.252    0.496      0.00
   8291.9   10.4   57.1    189.0 0.095     167.8 4.91    24.00     0.120    1.382 
0.3L    :  42.40
    227.1    6.5   65.0   11.284  31.0   0.68e-3 31.4    107.4     0.219    0.496      0.00
  10737.3   10.5   59.8    189.0 0.067     113.9 3.18    24.00     0.120    1.538 
0.4L    :  56.53
    159.0    6.5   66.4   11.284   0.0   1.20e-3 33.2     84.3     0.181    0.413      0.00
  12031.5   10.5   61.2    189.0 0.052      92.4 2.52    24.00     0.120    1.615 
0.5L    :  70.67
     92.8    6.5   66.4   11.284   0.0   1.12e-3 32.9      7.5     0.120    0.413      0.00
  12227.0   10.5   61.2    189.0 0.031      95.6 2.61    24.00     0.120    2.821 
0.6L    :  84.80
    159.0    6.5   66.4   11.284   0.0   1.20e-3 33.2     84.3     0.181    0.413      0.00
  12031.5   10.5   61.2    189.0 0.052      92.4 2.52    24.00     0.120    1.615 
0.7L    :  98.93
    227.1    6.5   65.0   11.284  31.0   0.68e-3 31.4    107.4     0.219    0.496      0.00
  10737.3   10.5   59.8    189.0 0.067     113.9 3.18    24.00     0.120    1.538 
0.8L    : 113.06
    296.5    6.5   62.3   11.284  31.0  -0.03e-3 28.9    130.5     0.252    0.496      0.00
   8291.9   10.4   57.1    189.0 0.095     167.8 4.91    24.00     0.120    1.382 
0.9L    : 127.20
    367.4    6.5   66.7    9.114  31.0  -0.12e-3 28.6    183.4     0.325    0.620      0.00
   4644.0   10.4   61.5    189.0 0.111     193.8 5.26    24.00     0.120    1.408 
Critical: 135.40
    410.2    6.5   66.7    7.146  31.0  -0.15e-3 28.5    220.9     0.380    1.760      0.00
   1904.1    7.1   63.1    189.0 0.122     203.9 5.39    24.00     0.120    1.982 
Transfer: 138.33
    425.7    6.5   66.7    6.070  31.0  -0.09e-3 28.7    245.7     0.422    1.760      0.00
    886.8    5.9   63.7    189.0 0.126     196.3 5.14    12.00     0.120    1.926 
Bearing : 140.67
    438.0    6.5   66.7    1.345   6.9   6.00e-3 50.0    445.3     1.608    3.520      0.00
      0.0    1.3   66.0     41.9 0.132      34.5 0.87    12.00     0.120    1.888 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 2211.89
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    4.42
 
 
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
    438.0      7.37     66.68    1.35       66.01    24.00      0.300      1.708      0.000      3.520 
Transfer:      2.33
    425.7      7.42     66.68    5.91       63.72    24.00      0.300      1.725      0.000      1.760 
Critical:      5.26
    410.4      7.22     66.68    7.07       63.14    24.00      0.300      1.657      0.000      1.760 
0.1L    :     13.47
    367.4      6.64     66.68   10.37       61.49    24.00      0.300      1.463      0.000      0.620 
0.2L    :     27.60
    296.5      5.77     62.28   10.43       57.07    24.00      0.300      1.174      0.000      0.496 
0.3L    :     41.73
    227.1      4.22     65.03   10.48       59.79    24.00      0.300      0.657      0.000      0.496 
0.4L    :     55.87
    159.0      2.89     66.40   10.51       61.15    24.00      0.300      0.213      0.000      0.413 
0.5L    :     70.00
     92.8      1.69     66.40   10.51       61.15    24.00      0.300      0.000      0.000      0.413 
0.6L    :     84.13
    159.0      2.89     66.40   10.51       61.15    24.00      0.300      0.213      0.000      0.413 
0.7L    :     98.27
    227.1      4.22     65.03   10.48       59.79    24.00      0.300      0.657      0.000      0.496 
0.8L    :    112.40
    296.5      5.77     62.28   10.43       57.07    24.00      0.300      1.174      0.000      0.496 
0.9L    :    126.53
    367.4      6.64     66.68   10.37       61.49    24.00      0.300      1.463      0.000      0.620 
Critical:    134.74
    410.4      7.22     66.68    7.07       63.14    24.00      0.300      1.657      0.000      1.760 
Transfer:    137.66
    425.7      7.42     66.68    5.91       63.72    24.00      0.300      1.725      0.000      1.760 
Bearing :    140.00
    438.0      7.37     66.68    1.35       66.01    24.00      0.300      1.708      0.000      3.520 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 13.47 ft
Prestress      :       2.507  1.80      4.512  2.20      5.515
Self Wt.       :      -1.034  1.85     -1.914  2.40     -2.483
Deck + Haunch  :                       -0.881  2.30     -2.026
DL-Prec. (DC)  :                       -0.179  3.00     -0.536
Diaphragm      :                       -0.005  3.00     -0.016
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.143  3.00     -0.429
DL-Comp. (DW)  :                       -0.079  3.00     -0.237
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 27.60 ft
Prestress      :       4.490  1.80      8.082  2.20      9.878
Self Wt.       :      -1.936  1.85     -3.581  2.40     -4.646
Deck + Haunch  :                       -1.691  2.30     -3.889
DL-Prec. (DC)  :                       -0.343  3.00     -1.028
Diaphragm      :                       -0.010  3.00     -0.031
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.275  3.00     -0.824
DL-Comp. (DW)  :                       -0.152  3.00     -0.455
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 41.73 ft
Prestress      :       5.892  1.80     10.605  2.20     12.961
Self Wt.       :      -2.618  1.85     -4.843  2.40     -6.283
Deck + Haunch  :                       -2.305  2.30     -5.301
DL-Prec. (DC)  :                       -0.467  3.00     -1.402
Diaphragm      :                       -0.014  3.00     -0.043
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.376  3.00     -1.127
DL-Comp. (DW)  :                       -0.207  3.00     -0.622
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 55.87 ft
Prestress      :       6.738  1.80     12.128  2.20     14.824
Self Wt.       :      -3.046  1.85     -5.634  2.40     -7.310
Deck + Haunch  :                       -2.690  2.30     -6.187
DL-Prec. (DC)  :                       -0.545  3.00     -1.636
Diaphragm      :                       -0.017  3.00     -0.051
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.439  3.00     -1.317
DL-Comp. (DW)  :                       -0.242  3.00     -0.727
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 70.00 ft
Prestress      :       7.041  1.80     12.674  2.20     15.491
Self Wt.       :      -3.198  1.85     -5.917  2.40     -7.676
Deck + Haunch  :                       -2.828  2.30     -6.503
DL-Prec. (DC)  :                       -0.573  3.00     -1.720
Diaphragm      :                       -0.018  3.00     -0.054
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.462  3.00     -1.385
DL-Comp. (DW)  :                       -0.255  3.00     -0.764
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 84.13 ft
Prestress      :       6.738  1.80     12.128  2.20     14.824
Self Wt.       :      -3.046  1.85     -5.634  2.40     -7.310
Deck + Haunch  :                       -2.690  2.30     -6.187
DL-Prec. (DC)  :                       -0.545  3.00     -1.636
Diaphragm      :                       -0.017  3.00     -0.051
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.439  3.00     -1.317
DL-Comp. (DW)  :                       -0.242  3.00     -0.727
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 98.27 ft
Prestress      :       5.892  1.80     10.605  2.20     12.961
Self Wt.       :      -2.618  1.85     -4.843  2.40     -6.283
Deck + Haunch  :                       -2.305  2.30     -5.301
DL-Prec. (DC)  :                       -0.467  3.00     -1.402
Diaphragm      :                       -0.014  3.00     -0.043
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.376  3.00     -1.127
DL-Comp. (DW)  :                       -0.207  3.00     -0.622
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 112.40 ft
Prestress      :       4.490  1.80      8.082  2.20      9.878
Self Wt.       :      -1.936  1.85     -3.581  2.40     -4.646
Deck + Haunch  :                       -1.691  2.30     -3.889
DL-Prec. (DC)  :                       -0.343  3.00     -1.028
Diaphragm      :                       -0.010  3.00     -0.031
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.275  3.00     -0.824
DL-Comp. (DW)  :                       -0.152  3.00     -0.455
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 126.53 ft
Prestress      :       2.507  1.80      4.512  2.20      5.515
Self Wt.       :      -1.034  1.85     -1.914  2.40     -2.483
Deck + Haunch  :                       -0.881  2.30     -2.026
DL-Prec. (DC)  :                       -0.179  3.00     -0.536
Diaphragm      :                       -0.005  3.00     -0.016
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.143  3.00     -0.429
DL-Comp. (DW)  :                       -0.079  3.00     -0.237
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 1,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.33
   892.6    57.4  7.515  260.8    7.0   5.91   8888.7  0.027T 1.00       -       -     -     -  
H/2     :   2.97
  1129.5    57.5  7.800  260.5    7.2   6.13   9216.6  0.026T 1.00       -       -     -     -  
0.1L    :  13.47
  4723.2    59.5 11.284  254.5   12.2  10.37  13190.1  0.014T 1.00  10082.0  6281.9    1.31    -  
0.2L    :  27.60
  8573.8    62.3 11.284  255.1   12.3  10.43  13876.9  0.014T 1.00  10261.1 10261.1    1.35    -  
0.3L    :  41.73
 11292.0    65.0 11.284  255.7   12.3  10.48  14564.4  0.014T 1.00  10606.8 10606.8    1.37    -  
0.4L    :  55.87
 12919.0    66.4 11.284  255.9   12.4  10.51  14908.4  0.014T 1.00  10748.2 10748.2    1.39    -  
0.5L    :  70.00
 13429.0    66.4 11.284  255.9   12.4  10.51  14908.4  0.014T 1.00  10675.2 10675.2    1.40    -  
0.6L    :  84.13
 12919.0    66.4 11.284  255.9   12.4  10.51  14908.4  0.014T 1.00  10748.2 10748.2    1.39    -  
0.7L    :  98.27
 11292.0    65.0 11.284  255.7   12.3  10.48  14564.4  0.014T 1.00  10606.8 10606.8    1.37    -  
0.8L    : 112.40
  8573.8    62.3 11.284  255.1   12.3  10.43  13876.9  0.014T 1.00  10261.1 10261.1    1.35    -  
0.9L    : 126.53
  4723.2    59.5 11.284  254.5   12.2  10.37  13190.1  0.014T 1.00  10082.0  6281.9    1.31    -  
H/2     : 137.03
  1129.5    57.5  7.800  260.5    7.2   6.13   9216.6  0.026T 1.00       -       -     -     -  
Transfer: 137.66
   892.6    57.4  7.515  260.8    7.0   5.91   8888.7  0.027T 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 1-26; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.091
        M   2.00 Fb     0.106
 
  2   2 E  60.00 Ft     0.390
        M  10.00 Fb     0.046
 
  3   2 E  58.00 Ft     0.677
        M   8.00 Fb    -0.003
 
  4   2 E  56.00 Ft     0.949
        M   6.00 Fb    -0.041
 
  5   2 E  54.00 Ft     1.207
        M   4.00 Fb    -0.068
 
  6   2 E  52.00 Ft     1.452
        M   2.00 Fb    -0.085
 
  7   2 E   8.00 Ft     1.414
        M   8.00 Fb     0.123
 
  8   2 E   8.00 Ft     1.376
        M   8.00 Fb     0.332
 
  9   2 E   8.00 Ft     1.338
        M   8.00 Fb     0.540
 
 10   2 E   6.00 Ft     1.286
        M   6.00 Fb     0.759
 
 11   2 E   6.00 Ft     1.235
        M   6.00 Fb     0.978
 
 12   2 E   6.00 Ft     1.183
        M   6.00 Fb     1.197
 
 13   2 E   6.00 Ft     1.131
        M   6.00 Fb     1.416
 
 14   2 E   6.00 Ft     1.080
        M   6.00 Fb     1.635
 
 15   2 E   6.00 Ft     1.028
        M   6.00 Fb     1.854
 
 16   2 E   4.00 Ft     0.962
        M   4.00 Fb     2.084
 
 17   2 E   4.00 Ft     0.897
        M   4.00 Fb     2.314
 
 18   2 E   4.00 Ft     0.832
        M   4.00 Fb     2.544
 
 19   2 E   4.00 Ft     0.766
        M   4.00 Fb     2.774
 
 20   2 E   4.00 Ft     0.701
        M   4.00 Fb     3.004
 
 21   2 E   4.00 Ft     0.635
        M   4.00 Fb     3.234
 
 22   2 E   2.00 Ft     0.556
        M   2.00 Fb     3.475
 
 23   2 E   2.00 Ft     0.477
        M   2.00 Fb     3.716
 
 24   2 E   2.00 Ft     0.397
        M   2.00 Fb     3.957
 
 25   2 E   2.00 Ft     0.318
        M   2.00 Fb     4.198
 
 26   2 E   2.00 Ft     0.239
        M   2.00 Fb     4.439
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 141.33            Release Length, ft: 141.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  52
No. of strands, Draped:  10           No. of strands, Straight:  42
Concrete Strength, f'ci:   7.5  ksi        f'c:   8.5 ksi  f'ct   4.0 ksi
Initial losses:  9.31 %               Final losses: 13.59 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.439     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.238       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 14908.41    13428.97     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   1.203     Midspan    1.800   0.284     Midspan
    Pre.Top:   5.100   4.117     Midspan    3.825   3.294     Midspan
    Pre.Bot:   5.100   3.580    Transfer    3.825   3.712    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.554   0.030     Bearing
    Pre.Bot:  -0.554  -0.466     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.400   2.369     Midspan
    Pre.Bot:                                                             3.400   1.732    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  70.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.041  1.80     12.674  2.20     15.491
Self Wt.       :      -3.198  1.85     -5.917  2.40     -7.676
Deck + Haunch  :                       -2.828  2.30     -6.503
DL-Prec. (DC)  :                       -0.573  3.00     -1.720
Diaphragm      :                       -0.018  3.00     -0.054
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.462  3.00     -1.385
DL-Comp. (DW)  :                       -0.255  3.00     -0.764
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  140.00
     DC  Line       0.087      0.00       0.087  140.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    50.00 
      0.50    90.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 141.330 ft
Release length = 141.330 ft
Design  length = 140.000 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)  : 0.705   (Calculated)    
Live Moment (1  lane  loaded)  : 0.472   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.150   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.920   (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           1491.5 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           976554 in4#
Ht. of c.g.           =        28.75 in             46.43 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7798

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    13.47    27.60    41.73    55.87    70.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    818.5    857.4    857.4    857.4    857.4    857.4    857.4    857.4
  Yb      ,  in    28.55    27.88    27.88    27.76    27.60    27.44    27.36    27.36
  MI(Ixx) , in4   425062   433199   433372   436448   441209   446679   449681   449681
Composite: (At Final, using Ec =  5471.1 ksi )
  Area    , in2   1502.0   1539.0   1539.0   1539.0   1539.0   1539.0   1539.0   1539.0
  Yb      ,  in    46.20    45.42    45.42    45.36    45.27    45.19    45.15    45.15
  MI(Ixx) , in4   987325  1025325  1025695  1032026  1041153  1050975  1056147  1056147

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.50 ksi           4.00 ksi
  Elasticity         =    5471.07 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.10 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.83 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.55 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  52 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 49.47 ft from member end )
END PATTERN (Ycg = 14.46 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     6 @  8.000 in
     2 @ 52.000 in     2 @ 54.000 in     2 @ 56.000 in     2 @ 58.000 in
     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.85 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     6 @  8.000 in

 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =   11.28 in2      Initial Pull          =     2211.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.682 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.603 ft
Holddown Force        =  35.704 kips     Beam Shrtng (PL/AE)   =      0.833 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)       
---------------------------------------------------------------------------------------
      7352.663         740 5440.971     29.349 118864.680  1824.950     894.610        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     12.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      12.9167     24.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.9167     43.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      43.6670     97.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      97.6631    116.4134    Yes
      2      US#5[M16]       60.00        0.62      12.00     116.4134    128.4134    Yes
      2      US#5[M16]       60.00        0.62       9.00     128.4134    134.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     134.4134    134.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     134.9550    139.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     139.9550    140.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     140.2050    140.4550     No
      2      US#6[M19]       60.00        0.88       3.00     140.4550    140.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     140.7050    140.9550     No
      2      US#6[M19]       60.00        0.88       3.00     140.9550    141.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     141.2050    141.3300     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 141.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 11.2840 in2       Ycg =  4.85 in
         P_init    =     2211.9 kips  Ecc = 23.90 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.25 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.361 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -8.02 ksi    0.00 ksi
    due to Composite Loads                                 -2.68 ksi    0.00 ksi
    due to Live Loads                                      -6.12 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        16.11 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.25 ksi  ( 9.31 %)             8.76 ksi ( 4.47 %)
Total Prestress Losses                                    27.00 ksi (13.77 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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   13.47   27.60   41.73   55.87   70.00
Self wt.  : M       0.0   135.2   171.1   716.6  1304.6  1724.6  1976.6  2060.6
(Max)       V      58.9    56.9    56.4    47.5    35.7    23.8    11.9     0.0
DL-Prec.  : M       0.0    19.6    24.8   103.7   188.8   249.6   286.1   298.2
DC(Max)     V       8.5     8.2     8.2     6.9     5.2     3.4     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   146.9   185.9   778.6  1417.5  1873.8  2147.6  2238.8
Haunch (Max)V      64.0    61.8    61.3    51.7    38.7    25.8    12.9     0.0
Diaphragm : M       0.0     1.2     1.5     6.7    13.8    20.9    25.0    25.0
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    47.6    60.2   252.2   459.1   607.0   695.6   725.2
DC(Max)     V      20.7    20.0    19.8    16.7    12.6     8.4     4.2     0.0
DL-Comp   : M       0.0    26.3    33.2   139.2   253.4   334.9   383.9   400.2
DW(Max)     V      11.4    11.1    10.9     9.2     6.9     4.6     2.3     0.0
LL + I    : M+      0.0   216.3   273.7  1142.0  2066.1  2709.3  3093.3  3205.4
            V     154.2   150.6   149.6   133.3   111.9    90.5    60.5    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   154.2   150.6   149.7   133.4   113.7    95.0    77.2    60.6
            M       0.0   213.4   269.7  1102.1  1924.2  2430.0  2646.5  2600.3
Total     : M+      0.0   592.9   750.3  3139.1  5703.3  7520.0  8607.9  8953.4
            V     318.3   309.2   306.7   265.9   211.5   157.0    93.6    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   318.3   309.2   306.7   266.0   213.2   161.5   110.3    60.6
            M       0.0   590.0   746.3  3099.2  5561.3  7240.7  8161.1  8348.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    84.13   98.27  112.40  126.53  137.03  137.66  140.00
Self wt.  : M    1976.6  1724.6  1304.6   716.6   171.1   135.2     0.0
(Max)       V      11.9    23.8    35.7    47.5    56.4    56.9    58.9
DL-Prec.  : M     286.1   249.6   188.8   103.7    24.8    19.6     0.0
DC(Max)     V       1.7     3.4     5.2     6.9     8.2     8.2     8.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2147.6  1873.8  1417.5   778.6   185.9   146.9     0.0
Haunch (Max)V      12.9    25.8    38.7    51.7    61.3    61.8    64.0
Diaphragm : M      25.0    20.9    13.8     6.7     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     695.6   607.0   459.1   252.2    60.2    47.6     0.0
DC(Max)     V       4.2     8.4    12.6    16.7    19.8    20.0    20.7
DL-Comp   : M     383.9   334.9   253.4   139.2    33.2    26.3     0.0
DW(Max)     V       2.3     4.6     6.9     9.2    10.9    11.1    11.4
LL + I    : M+   3093.3  2709.3  2066.1  1142.0   273.7   216.3     0.0
            V      60.5    90.5   111.9   133.3   149.6   150.6   154.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    77.2    95.0   113.7   133.4   149.7   150.6   154.2
            M    2646.5  2430.0  1924.2  1102.1   269.7   213.4    -0.0
Total     : M+   8607.9  7520.0  5703.3  3139.1   750.3   592.9     0.0
            V      93.6   157.0   211.5   265.9   306.7   309.2   318.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   110.3   161.5   213.2   266.0   306.7   309.2   318.3
            M    8161.1  7240.7  5561.3  3099.2   746.3   590.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               58.9             58.9
Deck+Haunch            64.0             64.0
Diaphragm               0.5              0.5
DL-Prec.(DC)            8.5              8.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          103.6            103.6
DL-Comp.(DW)           57.2             57.2
Live                  112.0            112.0
        Truck          67.2             67.2
        Lane           44.8             44.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   13.47   27.60   41.73   55.87   70.00
Self wt.  : M       0.0   135.2   171.1   716.6  1304.6  1724.6  1976.6  2060.6
(Max)       V      58.9    56.9    56.4    47.5    35.7    23.8    11.9     0.0
DL-Prec.  : M       0.0    19.6    24.8   103.7   188.8   249.6   286.1   298.2
DC(Max)     V       8.5     8.2     8.2     6.9     5.2     3.4     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   146.9   185.9   778.6  1417.5  1873.8  2147.6  2238.8
Haunch (Max)V      64.0    61.8    61.3    51.7    38.7    25.8    12.9     0.0
Diaphragm : M       0.0     1.2     1.5     6.7    13.8    20.9    25.0    25.0
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    47.6    60.2   252.2   459.1   607.0   695.6   725.2
DC(Max)     V      20.7    20.0    19.8    16.7    12.6     8.4     4.2     0.0
DL-Comp   : M       0.0    26.3    33.2   139.2   253.4   334.9   383.9   400.2
DW(Max)     V      11.4    11.1    10.9     9.2     6.9     4.6     2.3     0.0
LL + I    : M+      0.0   173.0   218.9   913.6  1652.9  2167.4  2474.6  2564.3
            V     123.4   120.5   119.7   106.7    89.5    72.4    48.4    31.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   123.4   120.5   119.7   106.8    90.9    76.0    61.8    48.5
            M       0.0   170.7   215.7   881.7  1539.3  1944.0  2117.2  2080.2
Total     : M+      0.0   549.6   695.5  2910.7  5290.1  6978.1  7989.3  8312.3
            V     287.4   279.0   276.8   239.2   189.1   138.9    81.4    31.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   287.4   279.1   276.8   239.3   190.5   142.5    94.8    48.5
            M       0.0   547.3   692.4  2878.8  5176.5  6754.7  7631.8  7828.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    84.13   98.27  112.40  126.53  137.03  137.66  140.00
Self wt.  : M    1976.6  1724.6  1304.6   716.6   171.1   135.2     0.0
(Max)       V      11.9    23.8    35.7    47.5    56.4    56.9    58.9
DL-Prec.  : M     286.1   249.6   188.8   103.7    24.8    19.6     0.0
DC(Max)     V       1.7     3.4     5.2     6.9     8.2     8.2     8.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2147.6  1873.8  1417.5   778.6   185.9   146.9     0.0
Haunch (Max)V      12.9    25.8    38.7    51.7    61.3    61.8    64.0
Diaphragm : M      25.0    20.9    13.8     6.7     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     695.6   607.0   459.1   252.2    60.2    47.6     0.0
DC(Max)     V       4.2     8.4    12.6    16.7    19.8    20.0    20.7
DL-Comp   : M     383.9   334.9   253.4   139.2    33.2    26.3     0.0
DW(Max)     V       2.3     4.6     6.9     9.2    10.9    11.1    11.4
LL + I    : M+   2474.6  2167.4  1652.9   913.6   218.9   173.0     0.0
            V      48.4    72.4    89.5   106.7   119.7   120.5   123.4
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    61.8    76.0    90.9   106.8   119.7   120.5   123.4
            M    2117.2  1944.0  1539.3   881.7   215.7   170.7    -0.0
Total     : M+   7989.3  6978.1  5290.1  2910.7   695.5   549.6     0.0
            V      81.4   138.9   189.1   239.2   276.8   279.0   287.4
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    94.8   142.5   190.5   239.3   276.8   279.1   287.4
            M    7631.8  6754.7  5176.5  2878.8   692.4   547.3    -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   13.47   27.60   41.73   55.87   70.00
Self wt.  : M       0.0   169.0   213.8   895.8  1630.7  2155.7  2470.7  2575.7
(Max)       V      73.6    71.1    70.5    59.4    44.6    29.7    14.9     0.0
Self wt.  : M       0.0   121.7   154.0   645.0  1174.1  1552.1  1778.9  1854.5
(Min)       V      53.0    51.2    50.7    42.8    32.1    21.4    10.7     0.0
DL-Prec.  : M       0.0    24.5    30.9   129.6   236.0   312.0   357.6   372.8
DC(Max)     V      10.7    10.3    10.2     8.6     6.5     4.3     2.2     0.0
DL-Prec.  : M       0.0    17.6    22.3    93.3   169.9   224.6   257.4   268.4
DC(Min)     V       7.7     7.4     7.3     6.2     4.6     3.1     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   183.6   232.3   973.3  1771.8  2342.2  2684.4  2798.5
Haunch (Max)V      80.0    77.3    76.6    64.6    48.4    32.3    16.1     0.0
Deck +    : M       0.0   132.2   167.3   700.8  1275.7  1686.4  1932.8  2014.9
Haunch (Min)V      57.6    55.6    55.1    46.5    34.9    23.2    11.6     0.0
Diaphragm : M       0.0     1.5     1.9     8.4    17.3    26.1    31.3    31.3
(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     6.1    12.4    18.8    22.5    22.5
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    59.5    75.3   315.3   573.9   758.7   869.5   906.5
DC(Max)     V      25.9    25.0    24.8    20.9    15.7    10.5     5.2     0.0
DL-Comp   : M       0.0    42.8    54.2   227.0   413.2   546.3   626.1   652.7
DC(Min)     V      18.6    18.0    17.9    15.1    11.3     7.5     3.8     0.0
DL-Comp   : M       0.0    39.4    49.8   208.8   380.0   502.4   575.8   600.3
DW(Max)     V      17.2    16.6    16.4    13.9    10.4     6.9     3.5     0.0
DL-Comp   : M       0.0    17.1    21.6    90.5   164.7   217.7   249.5   260.1
DW(Min)     V       7.4     7.2     7.1     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   378.5   478.9  1998.5  3615.7  4741.3  5413.2  5609.5
            V     269.9   263.6   261.8   233.3   195.9   158.4   106.0    68.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   269.9   263.6   261.9   233.5   198.9   166.2   135.2   106.0
            M       0.0   373.4   471.9  1928.7  3367.3  4252.6  4631.3  4550.5
Total     : M+      0.0   855.8  1083.0  4529.7  8225.5 10838.4 12402.5 12894.5
            V     477.8   464.5   460.9   401.3   322.0   242.7   147.8    68.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   477.8   464.6   461.0   401.5   325.1   250.5   177.0   106.0
            M       0.0   850.7  1076.0  4459.9  7977.1 10349.6 11620.6 11835.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    84.13   98.27  112.40  126.53  137.03  137.66  140.00
Self wt.  : M    2470.7  2155.7  1630.7   895.8   213.8   169.0     0.0
(Max)       V      14.9    29.7    44.6    59.4    70.5    71.1    73.6
Self wt.  : M    1778.9  1552.1  1174.1   645.0   154.0   121.7     0.0
(Min)       V      10.7    21.4    32.1    42.8    50.7    51.2    53.0
DL-Prec.  : M     357.6   312.0   236.0   129.6    30.9    24.5     0.0
DC(Max)     V       2.2     4.3     6.5     8.6    10.2    10.3    10.7
DL-Prec.  : M     257.4   224.6   169.9    93.3    22.3    17.6     0.0
DC(Min)     V       1.5     3.1     4.6     6.2     7.3     7.4     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    2684.4  2342.2  1771.8   973.3   232.3   183.6     0.0
Haunch (Max)V      16.1    32.3    48.4    64.6    76.6    77.3    80.0
Deck +    : M    1932.8  1686.4  1275.7   700.8   167.3   132.2     0.0
Haunch (Min)V      11.6    23.2    34.9    46.5    55.1    55.6    57.6
Diaphragm : M      31.3    26.1    17.3     8.4     1.9     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      22.5    18.8    12.4     6.1     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     869.5   758.7   573.9   315.3    75.3    59.5     0.0
DC(Max)     V       5.2    10.5    15.7    20.9    24.8    25.0    25.9
DL-Comp   : M     626.1   546.3   413.2   227.0    54.2    42.8     0.0
DC(Min)     V       3.8     7.5    11.3    15.1    17.9    18.0    18.6
DL-Comp   : M     575.8   502.4   380.0   208.8    49.8    39.4     0.0
DW(Max)     V       3.5     6.9    10.4    13.9    16.4    16.6    17.2
DL-Comp   : M     249.5   217.7   164.7    90.5    21.6    17.1     0.0
DW(Min)     V       1.5     3.0     4.5     6.0     7.1     7.2     7.4
LL + I    : M+   5413.2  4741.3  3615.7  1998.5   478.9   378.5     0.0
            V     106.0   158.4   195.9   233.3   261.8   263.6   269.9
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   135.2   166.2   198.9   233.5   261.9   263.6   269.9
            M    4631.3  4252.6  3367.3  1928.7   471.9   373.4    -0.0
Total     : M+  12402.5 10838.4  8225.5  4529.7  1083.0   855.8     0.0
            V     147.8   242.7   322.0   401.3   460.9   464.5   477.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   177.0   250.5   325.1   401.5   461.0   464.6   477.8
            M   11620.6 10349.6  7977.1  4459.9  1076.0   850.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               73.6             73.6
Deck+Haunch            80.0             80.0
Diaphragm               0.6              0.6
DL-Prec.(DC)           10.7             10.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          129.5            129.5
DL-Comp.(DW)           85.8             85.8
Live                  196.0            196.0
        Truck         117.6            117.6
        Lane           78.4             78.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   13.47   27.60   41.73   55.87   70.00
Self wt.  : M       0.0   135.2   171.1   716.6  1304.6  1724.6  1976.6  2060.6
(Max)       V      58.9    56.9    56.4    47.5    35.7    23.8    11.9     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    19.6    24.8   103.7   188.8   249.6   286.1   298.2
DC(Max)     V       8.5     8.2     8.2     6.9     5.2     3.4     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   146.9   185.9   778.6  1417.5  1873.8  2147.6  2238.8
Haunch (Max)V      64.0    61.8    61.3    51.7    38.7    25.8    12.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     1.2     1.5     6.7    13.8    20.9    25.0    25.0
(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    47.6    60.2   252.2   459.1   607.0   695.6   725.2
DC(Max)     V      20.7    20.0    19.8    16.7    12.6     8.4     4.2     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    26.3    33.2   139.2   253.4   334.9   383.9   400.2
DW(Max)     V      11.4    11.1    10.9     9.2     6.9     4.6     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   135.6   171.5   709.7  1265.5  1654.9  1867.3  1886.2
            V     115.9   113.6   113.0   102.6    89.3    67.3    53.9    40.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   115.9   113.6   113.0   102.6    89.3    75.9    62.6    49.3
            M       0.0   135.6   171.5   709.7  1265.5  1627.8  1796.7  1772.1
Total     : M+      0.0   512.2   648.2  2706.8  4902.7  6465.6  7381.9  7634.1
            V     279.9   272.2   270.0   235.1   188.8   133.8    86.9    40.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   279.9   272.2   270.0   235.1   188.8   142.5    95.6    49.3
            M       0.0   512.2   648.2  2706.8  4902.7  6438.5  7311.4  7520.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    84.13   98.27  112.40  126.53  137.03  137.66  140.00
Self wt.  : M    1976.6  1724.6  1304.6   716.6   171.1   135.2     0.0
(Max)       V      11.9    23.8    35.7    47.5    56.4    56.9    58.9
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     286.1   249.6   188.8   103.7    24.8    19.6     0.0
DC(Max)     V       1.7     3.4     5.2     6.9     8.2     8.2     8.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2147.6  1873.8  1417.5   778.6   185.9   146.9     0.0
Haunch (Max)V      12.9    25.8    38.7    51.7    61.3    61.8    64.0
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      25.0    20.9    13.8     6.7     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     695.6   607.0   459.1   252.2    60.2    47.6     0.0
DC(Max)     V       4.2     8.4    12.6    16.7    19.8    20.0    20.7
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     383.9   334.9   253.4   139.2    33.2    26.3     0.0
DW(Max)     V       2.3     4.6     6.9     9.2    10.9    11.1    11.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1867.3  1654.9  1265.5   709.7   171.5   135.6     0.0
            V      53.9    67.3    89.3   102.6   113.0   113.6   115.9
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    62.6    75.9    89.3   102.6   113.0   113.6   115.9
            M    1796.7  1627.8  1265.5   709.7   171.5   135.6     0.0
Total     : M+   7381.9  6465.6  4902.7  2706.8   648.2   512.2     0.0
            V      86.9   133.8   188.8   235.1   270.0   272.2   279.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    95.6   142.5   188.8   235.1   270.0   272.2   279.9
            M    7311.4  6438.5  4902.7  2706.8   648.2   512.2     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   14.13   28.27   42.40   56.53   70.67   49.47
 
Beam-Self
Precast-top    0.170   0.733   1.294   1.685   1.917   1.997   1.820 
Bottom        -0.135  -0.577  -1.009  -1.300  -1.472  -1.533  -1.401 
 
Prestress
Precast-top    0.069  -0.286  -0.727  -1.157  -1.367  -1.367  -1.367 
Bottom         4.574   4.837   5.157   5.462   5.609   5.609   5.609 
 
Total
Precast-top    0.238   0.447   0.567   0.529   0.551   0.631   0.454 
Bottom         4.439   4.260   4.149   4.162   4.137   4.076   4.208 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.05 %)
             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   13.47   27.60   41.73   55.87   70.00
 
Prestress
Precast-top    0.030   0.060   0.042  -0.248  -0.632  -1.006  -1.188  -1.188
Bottom         0.928   3.977   3.990   4.206   4.484   4.750   4.877   4.877
 
Self wt.
Precast-top   -0.000   0.131   0.166   0.694   1.256   1.648   1.880   1.960
Bottom        -0.000  -0.104  -0.132  -0.547  -0.979  -1.271  -1.443  -1.504
 
DL-Prec (DC)
Precast-top   -0.000   0.019   0.024   0.100   0.182   0.238   0.272   0.284
Bottom        -0.000  -0.015  -0.019  -0.079  -0.142  -0.184  -0.209  -0.218
 
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   0.013   0.020   0.024   0.024
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.015  -0.018  -0.018
 
Deck + Haunch
Precast-top   -0.000   0.143   0.181   0.754   1.365   1.790   2.043   2.129
Bottom        -0.000  -0.113  -0.143  -0.594  -1.064  -1.381  -1.568  -1.634
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.014   0.059   0.107   0.141   0.161   0.168
Precast-top   -0.000   0.010   0.012   0.052   0.094   0.123   0.141   0.147
Bottom        -0.000  -0.025  -0.032  -0.133  -0.240  -0.313  -0.357  -0.372
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.033   0.059   0.078   0.089   0.093
Precast-top   -0.000   0.005   0.007   0.029   0.052   0.068   0.078   0.081
Bottom        -0.000  -0.014  -0.018  -0.073  -0.132  -0.173  -0.197  -0.205
 
LL+I(+)
Topping-top   -0.000   0.051   0.064   0.268   0.482   0.629   0.715   0.741
Precast-top   -0.000   0.044   0.056   0.234   0.422   0.551   0.628   0.650
Bottom        -0.000  -0.115  -0.145  -0.602  -1.078  -1.398  -1.587  -1.644
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.068   0.087   0.360   0.649   0.847   0.965   1.002 
Precast-top    0.030   0.414   0.490   1.622   2.752   3.433   3.877   4.087 
Bottom         0.928   3.589   3.499   2.171   0.839   0.014  -0.501  -0.719 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.022   0.092   0.166   0.219   0.250   0.260 
Precast-top    0.030   0.369   0.434   1.388   2.330   2.882   3.249   3.437 
Bottom         0.928   3.704   3.645   2.774   1.917   1.412   1.086   0.925 
 

 
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   14.13   28.27   42.40   56.53   70.67   49.47
 
Beam-Self
Precast-top    0.170   0.733   1.294   1.685   1.917   1.997   1.820 
Bottom        -0.135  -0.577  -1.009  -1.300  -1.472  -1.533  -1.401 
 
Prestress
Precast-top    0.069  -0.286  -0.727  -1.157  -1.367  -1.367  -1.367 
Bottom         4.574   4.837   5.157   5.462   5.609   5.609   5.609 
 
Total
Precast-top    0.238   0.447   0.567   0.529   0.551   0.631   0.454 
Bottom         4.439   4.260   4.149   4.162   4.137   4.076   4.208 
 
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 = 13.05 %)
             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   13.47   27.60   41.73   55.87   70.00
 
Prestress
Precast-top    0.030   0.060   0.042  -0.248  -0.632  -1.006  -1.188  -1.188
Bottom         0.928   3.977   3.990   4.206   4.484   4.750   4.877   4.877
 
Self wt.
Precast-top   -0.000   0.131   0.166   0.694   1.256   1.648   1.880   1.960
Bottom        -0.000  -0.104  -0.132  -0.547  -0.979  -1.271  -1.443  -1.504
 
DL-Prec (DC)
Precast-top   -0.000   0.019   0.024   0.100   0.182   0.238   0.272   0.284
Bottom        -0.000  -0.015  -0.019  -0.079  -0.142  -0.184  -0.209  -0.218
 
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   0.013   0.020   0.024   0.024
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.015  -0.018  -0.018
 
Deck + Haunch
Precast-top   -0.000   0.143   0.181   0.754   1.365   1.790   2.043   2.129
Bottom        -0.000  -0.113  -0.143  -0.594  -1.064  -1.381  -1.568  -1.634
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.014   0.059   0.107   0.141   0.161   0.168
Precast-top   -0.000   0.010   0.012   0.052   0.094   0.123   0.141   0.147
Bottom        -0.000  -0.025  -0.032  -0.133  -0.240  -0.313  -0.357  -0.372
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.033   0.059   0.078   0.089   0.093
Precast-top   -0.000   0.005   0.007   0.029   0.052   0.068   0.078   0.081
Bottom        -0.000  -0.014  -0.018  -0.073  -0.132  -0.173  -0.197  -0.205
 
LL+I(+)
Topping-top   -0.000   0.041   0.052   0.214   0.386   0.503   0.572   0.593
Precast-top   -0.000   0.036   0.045   0.187   0.338   0.441   0.502   0.520
Bottom        -0.000  -0.092  -0.116  -0.482  -0.862  -1.118  -1.269  -1.315
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.058   0.074   0.306   0.552   0.722   0.822   0.853 
Precast-top    0.030   0.405   0.479   1.575   2.668   3.323   3.751   3.957 
Bottom         0.928   3.612   3.528   2.292   1.055   0.294  -0.184  -0.390 
 

 
 
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   13.47   27.60   41.73   55.87   70.00
F_LL+I(+)
Topping-top   -0.000   0.032   0.040   0.167   0.295   0.384   0.432   0.436
Precast-top   -0.000   0.028   0.035   0.146   0.259   0.337   0.379   0.383
Bottom        -0.000  -0.072  -0.091  -0.374  -0.660  -0.854  -0.958  -0.967
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.051   0.213   0.379   0.493   0.557   0.566 
Precast-top    0.015   0.213   0.252   0.840   1.423   1.778   2.003   2.101 
Bottom         0.464   1.780   1.731   1.013   0.298  -0.148  -0.415  -0.505 
 

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
    477.8    6.5   66.7    1.327   6.9   6.00e-3 50.0    489.4     1.765    3.520      0.00
      0.0    1.2   66.1     41.9 0.143      34.6 0.87    12.00     0.120    1.733 
Transfer:   3.00
    464.6    6.5   66.7    5.985  31.0  -0.06e-3 28.8    291.8     0.500    1.760      0.00
    850.7    5.1   64.1    189.0 0.137     193.3 5.03    12.00     0.120    1.776 
Critical:   5.98
    447.6    6.5   66.7    7.066  31.0  -0.12e-3 28.6    265.3     0.454    1.760      0.00
   1838.4    5.9   63.7    189.0 0.132     201.0 5.26    12.00     0.120    1.833 
0.1L    :  14.13
    401.5    6.5   66.7    9.114  31.0  -0.12e-3 28.6    217.4     0.377    0.620      0.00
   4459.9    7.7   62.8    189.0 0.120     197.7 5.25    24.00     0.120    1.313 
0.2L    :  28.27
    325.1    6.5   62.3   11.284  31.0  -0.05e-3 28.8    156.3     0.295    0.496      0.00
   7977.1    7.7   58.4    189.0 0.102     173.9 4.97    24.00     0.120    1.296 
0.3L    :  42.40
    250.5    6.5   65.0   11.284  31.0   0.37e-3 30.3    109.4     0.209    0.496      0.00
  10349.6    7.8   61.1    189.0 0.073     137.9 3.77    24.00     0.120    1.540 
0.4L    :  56.53
    177.0    6.5   66.4   11.284   0.0   0.86e-3 32.0     87.2     0.174    0.413      0.00
  11620.6    7.8   62.5    189.0 0.057     109.5 2.92    24.00     0.120    1.608 
0.5L    :  70.67
    106.0    6.5   66.4   11.284   0.0   0.76e-3 31.7      3.5     0.120    0.413      0.00
  11835.4    7.8   62.5    189.0 0.034     114.3 3.05    24.00     0.120    2.749 
0.6L    :  84.80
    177.0    6.5   66.4   11.284   0.0   0.86e-3 32.0     87.2     0.174    0.413      0.00
  11620.6    7.8   62.5    189.0 0.057     109.5 2.92    24.00     0.120    1.608 
0.7L    :  98.93
    250.5    6.5   65.0   11.284  31.0   0.37e-3 30.3    109.4     0.209    0.496      0.00
  10349.6    7.8   61.1    189.0 0.073     137.9 3.77    24.00     0.120    1.540 
0.8L    : 113.06
    325.1    6.5   62.3   11.284  31.0  -0.05e-3 28.8    156.3     0.295    0.496      0.00
   7977.1    7.7   58.4    189.0 0.102     173.9 4.97    24.00     0.120    1.296 
0.9L    : 127.20
    401.5    6.5   66.7    9.114  31.0  -0.12e-3 28.6    217.4     0.377    0.620      0.00
   4459.9    7.7   62.8    189.0 0.120     197.7 5.25    24.00     0.120    1.313 
Critical: 135.35
    447.6    6.5   66.7    7.066  31.0  -0.12e-3 28.6    265.3     0.454    1.760      0.00
   1838.4    5.9   63.7    189.0 0.132     201.0 5.26    12.00     0.120    1.833 
Transfer: 138.33
    464.6    6.5   66.7    5.985  31.0  -0.06e-3 28.8    291.8     0.500    1.760      0.00
    850.7    5.1   64.1    189.0 0.137     193.3 5.03    12.00     0.120    1.776 
Bearing : 140.67
    477.8    6.5   66.7    1.327   6.9   6.00e-3 50.0    489.4     1.765    3.520      0.00
      0.0    1.2   66.1     41.9 0.143      34.6 0.87    12.00     0.120    1.733 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 2211.89
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    4.42
 
 
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
    477.8      8.03     66.68    1.17       66.10    24.00      0.300      1.927      0.000      3.520 
Transfer:      2.33
    464.6      8.05     66.68    5.14       64.11    24.00      0.300      1.934      0.000      1.760 
Critical:      5.31
    447.7      7.80     66.68    5.87       63.74    24.00      0.300      1.852      0.000      1.760 
0.1L    :     13.47
    401.5      7.10     66.68    7.73       62.81    24.00      0.300      1.618      0.000      0.620 
0.2L    :     27.60
    325.1      6.18     62.28    7.74       58.41    24.00      0.300      1.311      0.000      0.496 
0.3L    :     41.73
    250.5      4.55     65.03    7.77       61.15    24.00      0.300      0.767      0.000      0.496 
0.4L    :     55.87
    177.0      3.15     66.40    7.79       62.51    24.00      0.300      0.299      0.000      0.413 
0.5L    :     70.00
    106.0      1.88     66.40    7.79       62.51    24.00      0.300      0.000      0.000      0.413 
0.6L    :     84.13
    177.0      3.15     66.40    7.79       62.51    24.00      0.300      0.299      0.000      0.413 
0.7L    :     98.27
    250.5      4.55     65.03    7.77       61.15    24.00      0.300      0.767      0.000      0.496 
0.8L    :    112.40
    325.1      6.18     62.28    7.74       58.41    24.00      0.300      1.311      0.000      0.496 
0.9L    :    126.53
    401.5      7.10     66.68    7.73       62.81    24.00      0.300      1.618      0.000      0.620 
Critical:    134.69
    447.7      7.80     66.68    5.87       63.74    24.00      0.300      1.852      0.000      1.760 
Transfer:    137.66
    464.6      8.05     66.68    5.14       64.11    24.00      0.300      1.934      0.000      1.760 
Bearing :    140.00
    477.8      8.03     66.68    1.17       66.10    24.00      0.300      1.927      0.000      3.520 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 13.47 ft
Prestress      :       2.507  1.80      4.512  2.20      5.515
Self Wt.       :      -1.034  1.85     -1.914  2.40     -2.483
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          :       1.472            2.599            3.032
 
At 0.2 x L = 27.60 ft
Prestress      :       4.490  1.80      8.082  2.20      9.878
Self Wt.       :      -1.936  1.85     -3.581  2.40     -4.646
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.554            4.501            5.232
 
At 0.3 x L = 41.73 ft
Prestress      :       5.892  1.80     10.605  2.20     12.961
Self Wt.       :      -2.618  1.85     -4.843  2.40     -6.283
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.274            5.762            6.678
 
At 0.4 x L = 55.87 ft
Prestress      :       6.738  1.80     12.128  2.20     14.824
Self Wt.       :      -3.046  1.85     -5.634  2.40     -7.310
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          :       3.692            6.494            7.514
 
At 0.5 x L = 70.00 ft
Prestress      :       7.041  1.80     12.674  2.20     15.491
Self Wt.       :      -3.198  1.85     -5.917  2.40     -7.676
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          :       3.843            6.758            7.815
 
At 0.6 x L = 84.13 ft
Prestress      :       6.738  1.80     12.128  2.20     14.824
Self Wt.       :      -3.046  1.85     -5.634  2.40     -7.310
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          :       3.692            6.494            7.514
 
At 0.7 x L = 98.27 ft
Prestress      :       5.892  1.80     10.605  2.20     12.961
Self Wt.       :      -2.618  1.85     -4.843  2.40     -6.283
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.274            5.762            6.678
 
At 0.8 x L = 112.40 ft
Prestress      :       4.490  1.80      8.082  2.20      9.878
Self Wt.       :      -1.936  1.85     -3.581  2.40     -4.646
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.554            4.501            5.232
 
At 0.9 x L = 126.53 ft
Prestress      :       2.507  1.80      4.512  2.20      5.515
Self Wt.       :      -1.034  1.85     -1.914  2.40     -2.483
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          :       1.472            2.599            3.032
 

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
   855.8    57.4  7.410  262.0    6.1   5.14   8866.1  0.031T 1.00       -       -     -     -  
H/2     :   2.97
  1083.0    57.5  7.692  261.7    6.3   5.34   9199.4  0.030T 1.00       -       -     -     -  
0.1L    :  13.47
  4529.7    59.5 11.284  258.5    9.1   7.73  13530.2  0.020T 1.00  10176.6  6024.5    1.33    -  
0.2L    :  27.60
  8225.5    62.3 11.284  258.9    9.1   7.74  14222.9  0.020T 1.00  10316.9 10316.9    1.38    -  
0.3L    :  41.73
 10838.4    65.0 11.284  259.4    9.1   7.77  14915.2  0.020T 1.00  10638.2 10638.2    1.40    -  
0.4L    :  55.87
 12402.5    66.4 11.284  259.6    9.2   7.79  15260.9  0.020T 1.00  10764.5 10764.5    1.42    -  
0.5L    :  70.00
 12894.5    66.4 11.284  259.6    9.2   7.79  15260.9  0.020T 1.00  10685.2 10685.2    1.43    -  
0.6L    :  84.13
 12402.5    66.4 11.284  259.6    9.2   7.79  15260.9  0.020T 1.00  10764.5 10764.5    1.42    -  
0.7L    :  98.27
 10838.4    65.0 11.284  259.4    9.1   7.77  14915.2  0.020T 1.00  10638.2 10638.2    1.40    -  
0.8L    : 112.40
  8225.5    62.3 11.284  258.9    9.1   7.74  14222.9  0.020T 1.00  10316.9 10316.9    1.38    -  
0.9L    : 126.53
  4529.7    59.5 11.284  258.5    9.1   7.73  13530.2  0.020T 1.00  10176.6  6024.5    1.33    -  
H/2     : 137.03
  1083.0    57.5  7.692  261.7    6.3   5.34   9199.4  0.030T 1.00       -       -     -     -  
Transfer: 137.66
   855.8    57.4  7.410  262.0    6.1   5.14   8866.1  0.031T 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 1-26; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.091
        M   2.00 Fb     0.106
 
  2   2 E  60.00 Ft     0.390
        M  10.00 Fb     0.046
 
  3   2 E  58.00 Ft     0.677
        M   8.00 Fb    -0.003
 
  4   2 E  56.00 Ft     0.949
        M   6.00 Fb    -0.041
 
  5   2 E  54.00 Ft     1.207
        M   4.00 Fb    -0.068
 
  6   2 E  52.00 Ft     1.452
        M   2.00 Fb    -0.085
 
  7   2 E   8.00 Ft     1.414
        M   8.00 Fb     0.123
 
  8   2 E   8.00 Ft     1.376
        M   8.00 Fb     0.332
 
  9   2 E   8.00 Ft     1.338
        M   8.00 Fb     0.540
 
 10   2 E   6.00 Ft     1.286
        M   6.00 Fb     0.759
 
 11   2 E   6.00 Ft     1.235
        M   6.00 Fb     0.978
 
 12   2 E   6.00 Ft     1.183
        M   6.00 Fb     1.197
 
 13   2 E   6.00 Ft     1.131
        M   6.00 Fb     1.416
 
 14   2 E   6.00 Ft     1.080
        M   6.00 Fb     1.635
 
 15   2 E   6.00 Ft     1.028
        M   6.00 Fb     1.854
 
 16   2 E   4.00 Ft     0.962
        M   4.00 Fb     2.084
 
 17   2 E   4.00 Ft     0.897
        M   4.00 Fb     2.314
 
 18   2 E   4.00 Ft     0.832
        M   4.00 Fb     2.544
 
 19   2 E   4.00 Ft     0.766
        M   4.00 Fb     2.774
 
 20   2 E   4.00 Ft     0.701
        M   4.00 Fb     3.004
 
 21   2 E   4.00 Ft     0.635
        M   4.00 Fb     3.234
 
 22   2 E   2.00 Ft     0.556
        M   2.00 Fb     3.475
 
 23   2 E   2.00 Ft     0.477
        M   2.00 Fb     3.716
 
 24   2 E   2.00 Ft     0.397
        M   2.00 Fb     3.957
 
 25   2 E   2.00 Ft     0.318
        M   2.00 Fb     4.198
 
 26   2 E   2.00 Ft     0.239
        M   2.00 Fb     4.439
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 141.33            Release Length, ft: 141.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  52
No. of strands, Draped:  10           No. of strands, Straight:  42
Concrete Strength, f'ci:   7.5  ksi        f'c:   8.5 ksi  f'ct   4.0 ksi
Initial losses:  9.31 %               Final losses: 13.77 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.439     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.238       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 15260.94    12894.48     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   1.002     Midspan    1.800   0.260     Midspan
    Pre.Top:   5.100   4.087     Midspan    3.825   3.437     Midspan
    Pre.Bot:   5.100   3.589    Transfer    3.825   3.704    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.554   0.030     Bearing
    Pre.Bot:  -0.554  -0.390     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.400   2.101     Midspan
    Pre.Bot:                                                             3.400   1.780    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  70.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.041  1.80     12.674  2.20     15.491
Self Wt.       :      -3.198  1.85     -5.917  2.40     -7.676
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          :       3.843            6.758            7.815
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  140.00
     DC  Line       0.087      0.00       0.087  140.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    50.00 
      0.50    90.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 141.330 ft
Release length = 141.330 ft
Design  length = 140.000 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)  : 0.705   (Calculated)    
Live Moment (1  lane  loaded)  : 0.472   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.150   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.920   (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           1491.5 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           976554 in4#
Ht. of c.g.           =        28.75 in             46.43 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7798

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    13.47    27.60    41.73    55.87    70.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    818.5    857.4    857.4    857.4    857.4    857.4    857.4    857.4
  Yb      ,  in    28.55    27.88    27.88    27.76    27.60    27.44    27.36    27.36
  MI(Ixx) , in4   425062   433199   433372   436448   441209   446679   449681   449681
Composite: (At Final, using Ec =  5471.1 ksi )
  Area    , in2   1502.0   1539.0   1539.0   1539.0   1539.0   1539.0   1539.0   1539.0
  Yb      ,  in    46.20    45.42    45.42    45.36    45.27    45.19    45.15    45.15
  MI(Ixx) , in4   987325  1025325  1025695  1032026  1041153  1050975  1056147  1056147

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.50 ksi           4.00 ksi
  Elasticity         =    5471.07 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.10 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.83 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.55 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  52 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 49.47 ft from member end )
END PATTERN (Ycg = 14.46 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     6 @  8.000 in
     2 @ 52.000 in     2 @ 54.000 in     2 @ 56.000 in     2 @ 58.000 in
     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.85 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     6 @  8.000 in

 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =   11.28 in2      Initial Pull          =     2211.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.682 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.603 ft
Holddown Force        =  35.704 kips     Beam Shrtng (PL/AE)   =      0.833 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)       
---------------------------------------------------------------------------------------
      7352.663         740 5440.971     29.349 118864.680  1824.950     894.610        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     12.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      12.9167     24.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.9167     43.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      43.6670     97.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      97.6631    116.4134    Yes
      2      US#5[M16]       60.00        0.62      12.00     116.4134    128.4134    Yes
      2      US#5[M16]       60.00        0.62       9.00     128.4134    134.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     134.4134    134.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     134.9550    139.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     139.9550    140.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     140.2050    140.4550     No
      2      US#6[M19]       60.00        0.88       3.00     140.4550    140.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     140.7050    140.9550     No
      2      US#6[M19]       60.00        0.88       3.00     140.9550    141.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     141.2050    141.3300     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 141.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 11.2840 in2       Ycg =  4.85 in
         P_init    =     2211.9 kips  Ecc = 23.90 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.25 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.361 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -8.02 ksi    0.00 ksi
    due to Composite Loads                                 -2.68 ksi    0.00 ksi
    due to Live Loads                                      -6.12 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        16.11 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.25 ksi  ( 9.31 %)             8.76 ksi ( 4.47 %)
Total Prestress Losses                                    27.00 ksi (13.77 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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   13.47   27.60   41.73   55.87   70.00
Self wt.  : M       0.0   135.2   171.1   716.6  1304.6  1724.6  1976.6  2060.6
(Max)       V      58.9    56.9    56.4    47.5    35.7    23.8    11.9     0.0
DL-Prec.  : M       0.0    19.6    24.8   103.7   188.8   249.6   286.1   298.2
DC(Max)     V       8.5     8.2     8.2     6.9     5.2     3.4     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   146.9   185.9   778.6  1417.5  1873.8  2147.6  2238.8
Haunch (Max)V      64.0    61.8    61.3    51.7    38.7    25.8    12.9     0.0
Diaphragm : M       0.0     1.2     1.5     6.7    13.8    20.9    25.0    25.0
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    47.6    60.2   252.2   459.1   607.0   695.6   725.2
DC(Max)     V      20.7    20.0    19.8    16.7    12.6     8.4     4.2     0.0
DL-Comp   : M       0.0    26.3    33.2   139.2   253.4   334.9   383.9   400.2
DW(Max)     V      11.4    11.1    10.9     9.2     6.9     4.6     2.3     0.0
LL + I    : M+      0.0   216.3   273.7  1142.0  2066.1  2709.3  3093.3  3205.4
            V     154.2   150.6   149.6   133.3   111.9    90.5    60.5    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   154.2   150.6   149.7   133.4   113.7    95.0    77.2    60.6
            M       0.0   213.4   269.7  1102.1  1924.2  2430.0  2646.5  2600.3
Total     : M+      0.0   592.9   750.3  3139.1  5703.3  7520.0  8607.9  8953.4
            V     318.3   309.2   306.7   265.9   211.5   157.0    93.6    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   318.3   309.2   306.7   266.0   213.2   161.5   110.3    60.6
            M       0.0   590.0   746.3  3099.2  5561.3  7240.7  8161.1  8348.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    84.13   98.27  112.40  126.53  137.03  137.66  140.00
Self wt.  : M    1976.6  1724.6  1304.6   716.6   171.1   135.2     0.0
(Max)       V      11.9    23.8    35.7    47.5    56.4    56.9    58.9
DL-Prec.  : M     286.1   249.6   188.8   103.7    24.8    19.6     0.0
DC(Max)     V       1.7     3.4     5.2     6.9     8.2     8.2     8.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2147.6  1873.8  1417.5   778.6   185.9   146.9     0.0
Haunch (Max)V      12.9    25.8    38.7    51.7    61.3    61.8    64.0
Diaphragm : M      25.0    20.9    13.8     6.7     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     695.6   607.0   459.1   252.2    60.2    47.6     0.0
DC(Max)     V       4.2     8.4    12.6    16.7    19.8    20.0    20.7
DL-Comp   : M     383.9   334.9   253.4   139.2    33.2    26.3     0.0
DW(Max)     V       2.3     4.6     6.9     9.2    10.9    11.1    11.4
LL + I    : M+   3093.3  2709.3  2066.1  1142.0   273.7   216.3     0.0
            V      60.5    90.5   111.9   133.3   149.6   150.6   154.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    77.2    95.0   113.7   133.4   149.7   150.6   154.2
            M    2646.5  2430.0  1924.2  1102.1   269.7   213.4    -0.0
Total     : M+   8607.9  7520.0  5703.3  3139.1   750.3   592.9     0.0
            V      93.6   157.0   211.5   265.9   306.7   309.2   318.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   110.3   161.5   213.2   266.0   306.7   309.2   318.3
            M    8161.1  7240.7  5561.3  3099.2   746.3   590.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               58.9             58.9
Deck+Haunch            64.0             64.0
Diaphragm               0.5              0.5
DL-Prec.(DC)            8.5              8.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          103.6            103.6
DL-Comp.(DW)           57.2             57.2
Live                  112.0            112.0
        Truck          67.2             67.2
        Lane           44.8             44.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   13.47   27.60   41.73   55.87   70.00
Self wt.  : M       0.0   135.2   171.1   716.6  1304.6  1724.6  1976.6  2060.6
(Max)       V      58.9    56.9    56.4    47.5    35.7    23.8    11.9     0.0
DL-Prec.  : M       0.0    19.6    24.8   103.7   188.8   249.6   286.1   298.2
DC(Max)     V       8.5     8.2     8.2     6.9     5.2     3.4     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   146.9   185.9   778.6  1417.5  1873.8  2147.6  2238.8
Haunch (Max)V      64.0    61.8    61.3    51.7    38.7    25.8    12.9     0.0
Diaphragm : M       0.0     1.2     1.5     6.7    13.8    20.9    25.0    25.0
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    47.6    60.2   252.2   459.1   607.0   695.6   725.2
DC(Max)     V      20.7    20.0    19.8    16.7    12.6     8.4     4.2     0.0
DL-Comp   : M       0.0    26.3    33.2   139.2   253.4   334.9   383.9   400.2
DW(Max)     V      11.4    11.1    10.9     9.2     6.9     4.6     2.3     0.0
LL + I    : M+      0.0   173.0   218.9   913.6  1652.9  2167.4  2474.6  2564.3
            V     123.4   120.5   119.7   106.7    89.5    72.4    48.4    31.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   123.4   120.5   119.7   106.8    90.9    76.0    61.8    48.5
            M       0.0   170.7   215.7   881.7  1539.3  1944.0  2117.2  2080.2
Total     : M+      0.0   549.6   695.5  2910.7  5290.1  6978.1  7989.3  8312.3
            V     287.4   279.0   276.8   239.2   189.1   138.9    81.4    31.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   287.4   279.1   276.8   239.3   190.5   142.5    94.8    48.5
            M       0.0   547.3   692.4  2878.8  5176.5  6754.7  7631.8  7828.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    84.13   98.27  112.40  126.53  137.03  137.66  140.00
Self wt.  : M    1976.6  1724.6  1304.6   716.6   171.1   135.2     0.0
(Max)       V      11.9    23.8    35.7    47.5    56.4    56.9    58.9
DL-Prec.  : M     286.1   249.6   188.8   103.7    24.8    19.6     0.0
DC(Max)     V       1.7     3.4     5.2     6.9     8.2     8.2     8.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2147.6  1873.8  1417.5   778.6   185.9   146.9     0.0
Haunch (Max)V      12.9    25.8    38.7    51.7    61.3    61.8    64.0
Diaphragm : M      25.0    20.9    13.8     6.7     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     695.6   607.0   459.1   252.2    60.2    47.6     0.0
DC(Max)     V       4.2     8.4    12.6    16.7    19.8    20.0    20.7
DL-Comp   : M     383.9   334.9   253.4   139.2    33.2    26.3     0.0
DW(Max)     V       2.3     4.6     6.9     9.2    10.9    11.1    11.4
LL + I    : M+   2474.6  2167.4  1652.9   913.6   218.9   173.0     0.0
            V      48.4    72.4    89.5   106.7   119.7   120.5   123.4
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    61.8    76.0    90.9   106.8   119.7   120.5   123.4
            M    2117.2  1944.0  1539.3   881.7   215.7   170.7    -0.0
Total     : M+   7989.3  6978.1  5290.1  2910.7   695.5   549.6     0.0
            V      81.4   138.9   189.1   239.2   276.8   279.0   287.4
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    94.8   142.5   190.5   239.3   276.8   279.1   287.4
            M    7631.8  6754.7  5176.5  2878.8   692.4   547.3    -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   13.47   27.60   41.73   55.87   70.00
Self wt.  : M       0.0   169.0   213.8   895.8  1630.7  2155.7  2470.7  2575.7
(Max)       V      73.6    71.1    70.5    59.4    44.6    29.7    14.9     0.0
Self wt.  : M       0.0   121.7   154.0   645.0  1174.1  1552.1  1778.9  1854.5
(Min)       V      53.0    51.2    50.7    42.8    32.1    21.4    10.7     0.0
DL-Prec.  : M       0.0    24.5    30.9   129.6   236.0   312.0   357.6   372.8
DC(Max)     V      10.7    10.3    10.2     8.6     6.5     4.3     2.2     0.0
DL-Prec.  : M       0.0    17.6    22.3    93.3   169.9   224.6   257.4   268.4
DC(Min)     V       7.7     7.4     7.3     6.2     4.6     3.1     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   183.6   232.3   973.3  1771.8  2342.2  2684.4  2798.5
Haunch (Max)V      80.0    77.3    76.6    64.6    48.4    32.3    16.1     0.0
Deck +    : M       0.0   132.2   167.3   700.8  1275.7  1686.4  1932.8  2014.9
Haunch (Min)V      57.6    55.6    55.1    46.5    34.9    23.2    11.6     0.0
Diaphragm : M       0.0     1.5     1.9     8.4    17.3    26.1    31.3    31.3
(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     6.1    12.4    18.8    22.5    22.5
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    59.5    75.3   315.3   573.9   758.7   869.5   906.5
DC(Max)     V      25.9    25.0    24.8    20.9    15.7    10.5     5.2     0.0
DL-Comp   : M       0.0    42.8    54.2   227.0   413.2   546.3   626.1   652.7
DC(Min)     V      18.6    18.0    17.9    15.1    11.3     7.5     3.8     0.0
DL-Comp   : M       0.0    39.4    49.8   208.8   380.0   502.4   575.8   600.3
DW(Max)     V      17.2    16.6    16.4    13.9    10.4     6.9     3.5     0.0
DL-Comp   : M       0.0    17.1    21.6    90.5   164.7   217.7   249.5   260.1
DW(Min)     V       7.4     7.2     7.1     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   378.5   478.9  1998.5  3615.7  4741.3  5413.2  5609.5
            V     269.9   263.6   261.8   233.3   195.9   158.4   106.0    68.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   269.9   263.6   261.9   233.5   198.9   166.2   135.2   106.0
            M       0.0   373.4   471.9  1928.7  3367.3  4252.6  4631.3  4550.5
Total     : M+      0.0   855.8  1083.0  4529.7  8225.5 10838.4 12402.5 12894.5
            V     477.8   464.5   460.9   401.3   322.0   242.7   147.8    68.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   477.8   464.6   461.0   401.5   325.1   250.5   177.0   106.0
            M       0.0   850.7  1076.0  4459.9  7977.1 10349.6 11620.6 11835.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    84.13   98.27  112.40  126.53  137.03  137.66  140.00
Self wt.  : M    2470.7  2155.7  1630.7   895.8   213.8   169.0     0.0
(Max)       V      14.9    29.7    44.6    59.4    70.5    71.1    73.6
Self wt.  : M    1778.9  1552.1  1174.1   645.0   154.0   121.7     0.0
(Min)       V      10.7    21.4    32.1    42.8    50.7    51.2    53.0
DL-Prec.  : M     357.6   312.0   236.0   129.6    30.9    24.5     0.0
DC(Max)     V       2.2     4.3     6.5     8.6    10.2    10.3    10.7
DL-Prec.  : M     257.4   224.6   169.9    93.3    22.3    17.6     0.0
DC(Min)     V       1.5     3.1     4.6     6.2     7.3     7.4     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    2684.4  2342.2  1771.8   973.3   232.3   183.6     0.0
Haunch (Max)V      16.1    32.3    48.4    64.6    76.6    77.3    80.0
Deck +    : M    1932.8  1686.4  1275.7   700.8   167.3   132.2     0.0
Haunch (Min)V      11.6    23.2    34.9    46.5    55.1    55.6    57.6
Diaphragm : M      31.3    26.1    17.3     8.4     1.9     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      22.5    18.8    12.4     6.1     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     869.5   758.7   573.9   315.3    75.3    59.5     0.0
DC(Max)     V       5.2    10.5    15.7    20.9    24.8    25.0    25.9
DL-Comp   : M     626.1   546.3   413.2   227.0    54.2    42.8     0.0
DC(Min)     V       3.8     7.5    11.3    15.1    17.9    18.0    18.6
DL-Comp   : M     575.8   502.4   380.0   208.8    49.8    39.4     0.0
DW(Max)     V       3.5     6.9    10.4    13.9    16.4    16.6    17.2
DL-Comp   : M     249.5   217.7   164.7    90.5    21.6    17.1     0.0
DW(Min)     V       1.5     3.0     4.5     6.0     7.1     7.2     7.4
LL + I    : M+   5413.2  4741.3  3615.7  1998.5   478.9   378.5     0.0
            V     106.0   158.4   195.9   233.3   261.8   263.6   269.9
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   135.2   166.2   198.9   233.5   261.9   263.6   269.9
            M    4631.3  4252.6  3367.3  1928.7   471.9   373.4    -0.0
Total     : M+  12402.5 10838.4  8225.5  4529.7  1083.0   855.8     0.0
            V     147.8   242.7   322.0   401.3   460.9   464.5   477.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   177.0   250.5   325.1   401.5   461.0   464.6   477.8
            M   11620.6 10349.6  7977.1  4459.9  1076.0   850.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               73.6             73.6
Deck+Haunch            80.0             80.0
Diaphragm               0.6              0.6
DL-Prec.(DC)           10.7             10.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          129.5            129.5
DL-Comp.(DW)           85.8             85.8
Live                  196.0            196.0
        Truck         117.6            117.6
        Lane           78.4             78.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   13.47   27.60   41.73   55.87   70.00
Self wt.  : M       0.0   135.2   171.1   716.6  1304.6  1724.6  1976.6  2060.6
(Max)       V      58.9    56.9    56.4    47.5    35.7    23.8    11.9     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    19.6    24.8   103.7   188.8   249.6   286.1   298.2
DC(Max)     V       8.5     8.2     8.2     6.9     5.2     3.4     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   146.9   185.9   778.6  1417.5  1873.8  2147.6  2238.8
Haunch (Max)V      64.0    61.8    61.3    51.7    38.7    25.8    12.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     1.2     1.5     6.7    13.8    20.9    25.0    25.0
(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    47.6    60.2   252.2   459.1   607.0   695.6   725.2
DC(Max)     V      20.7    20.0    19.8    16.7    12.6     8.4     4.2     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    26.3    33.2   139.2   253.4   334.9   383.9   400.2
DW(Max)     V      11.4    11.1    10.9     9.2     6.9     4.6     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   135.6   171.5   709.7  1265.5  1654.9  1867.3  1886.2
            V     115.9   113.6   113.0   102.6    89.3    67.3    53.9    40.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   115.9   113.6   113.0   102.6    89.3    75.9    62.6    49.3
            M       0.0   135.6   171.5   709.7  1265.5  1627.8  1796.7  1772.1
Total     : M+      0.0   512.2   648.2  2706.8  4902.7  6465.6  7381.9  7634.1
            V     279.9   272.2   270.0   235.1   188.8   133.8    86.9    40.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   279.9   272.2   270.0   235.1   188.8   142.5    95.6    49.3
            M       0.0   512.2   648.2  2706.8  4902.7  6438.5  7311.4  7520.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    84.13   98.27  112.40  126.53  137.03  137.66  140.00
Self wt.  : M    1976.6  1724.6  1304.6   716.6   171.1   135.2     0.0
(Max)       V      11.9    23.8    35.7    47.5    56.4    56.9    58.9
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     286.1   249.6   188.8   103.7    24.8    19.6     0.0
DC(Max)     V       1.7     3.4     5.2     6.9     8.2     8.2     8.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2147.6  1873.8  1417.5   778.6   185.9   146.9     0.0
Haunch (Max)V      12.9    25.8    38.7    51.7    61.3    61.8    64.0
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      25.0    20.9    13.8     6.7     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     695.6   607.0   459.1   252.2    60.2    47.6     0.0
DC(Max)     V       4.2     8.4    12.6    16.7    19.8    20.0    20.7
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     383.9   334.9   253.4   139.2    33.2    26.3     0.0
DW(Max)     V       2.3     4.6     6.9     9.2    10.9    11.1    11.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1867.3  1654.9  1265.5   709.7   171.5   135.6     0.0
            V      53.9    67.3    89.3   102.6   113.0   113.6   115.9
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    62.6    75.9    89.3   102.6   113.0   113.6   115.9
            M    1796.7  1627.8  1265.5   709.7   171.5   135.6     0.0
Total     : M+   7381.9  6465.6  4902.7  2706.8   648.2   512.2     0.0
            V      86.9   133.8   188.8   235.1   270.0   272.2   279.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    95.6   142.5   188.8   235.1   270.0   272.2   279.9
            M    7311.4  6438.5  4902.7  2706.8   648.2   512.2     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   14.13   28.27   42.40   56.53   70.67   49.47
 
Beam-Self
Precast-top    0.170   0.733   1.294   1.685   1.917   1.997   1.820 
Bottom        -0.135  -0.577  -1.009  -1.300  -1.472  -1.533  -1.401 
 
Prestress
Precast-top    0.069  -0.286  -0.727  -1.157  -1.367  -1.367  -1.367 
Bottom         4.574   4.837   5.157   5.462   5.609   5.609   5.609 
 
Total
Precast-top    0.238   0.447   0.567   0.529   0.551   0.631   0.454 
Bottom         4.439   4.260   4.149   4.162   4.137   4.076   4.208 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.05 %)
             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   13.47   27.60   41.73   55.87   70.00
 
Prestress
Precast-top    0.030   0.060   0.042  -0.248  -0.632  -1.006  -1.188  -1.188
Bottom         0.928   3.977   3.990   4.206   4.484   4.750   4.877   4.877
 
Self wt.
Precast-top   -0.000   0.131   0.166   0.694   1.256   1.648   1.880   1.960
Bottom        -0.000  -0.104  -0.132  -0.547  -0.979  -1.271  -1.443  -1.504
 
DL-Prec (DC)
Precast-top   -0.000   0.019   0.024   0.100   0.182   0.238   0.272   0.284
Bottom        -0.000  -0.015  -0.019  -0.079  -0.142  -0.184  -0.209  -0.218
 
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   0.013   0.020   0.024   0.024
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.015  -0.018  -0.018
 
Deck + Haunch
Precast-top   -0.000   0.143   0.181   0.754   1.365   1.790   2.043   2.129
Bottom        -0.000  -0.113  -0.143  -0.594  -1.064  -1.381  -1.568  -1.634
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.014   0.059   0.107   0.141   0.161   0.168
Precast-top   -0.000   0.010   0.012   0.052   0.094   0.123   0.141   0.147
Bottom        -0.000  -0.025  -0.032  -0.133  -0.240  -0.313  -0.357  -0.372
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.033   0.059   0.078   0.089   0.093
Precast-top   -0.000   0.005   0.007   0.029   0.052   0.068   0.078   0.081
Bottom        -0.000  -0.014  -0.018  -0.073  -0.132  -0.173  -0.197  -0.205
 
LL+I(+)
Topping-top   -0.000   0.051   0.064   0.268   0.482   0.629   0.715   0.741
Precast-top   -0.000   0.044   0.056   0.234   0.422   0.551   0.628   0.650
Bottom        -0.000  -0.115  -0.145  -0.602  -1.078  -1.398  -1.587  -1.644
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.068   0.087   0.360   0.649   0.847   0.965   1.002 
Precast-top    0.030   0.414   0.490   1.622   2.752   3.433   3.877   4.087 
Bottom         0.928   3.589   3.499   2.171   0.839   0.014  -0.501  -0.719 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.022   0.092   0.166   0.219   0.250   0.260 
Precast-top    0.030   0.369   0.434   1.388   2.330   2.882   3.249   3.437 
Bottom         0.928   3.704   3.645   2.774   1.917   1.412   1.086   0.925 
 

 
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   14.13   28.27   42.40   56.53   70.67   49.47
 
Beam-Self
Precast-top    0.170   0.733   1.294   1.685   1.917   1.997   1.820 
Bottom        -0.135  -0.577  -1.009  -1.300  -1.472  -1.533  -1.401 
 
Prestress
Precast-top    0.069  -0.286  -0.727  -1.157  -1.367  -1.367  -1.367 
Bottom         4.574   4.837   5.157   5.462   5.609   5.609   5.609 
 
Total
Precast-top    0.238   0.447   0.567   0.529   0.551   0.631   0.454 
Bottom         4.439   4.260   4.149   4.162   4.137   4.076   4.208 
 
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 = 13.05 %)
             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   13.47   27.60   41.73   55.87   70.00
 
Prestress
Precast-top    0.030   0.060   0.042  -0.248  -0.632  -1.006  -1.188  -1.188
Bottom         0.928   3.977   3.990   4.206   4.484   4.750   4.877   4.877
 
Self wt.
Precast-top   -0.000   0.131   0.166   0.694   1.256   1.648   1.880   1.960
Bottom        -0.000  -0.104  -0.132  -0.547  -0.979  -1.271  -1.443  -1.504
 
DL-Prec (DC)
Precast-top   -0.000   0.019   0.024   0.100   0.182   0.238   0.272   0.284
Bottom        -0.000  -0.015  -0.019  -0.079  -0.142  -0.184  -0.209  -0.218
 
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   0.013   0.020   0.024   0.024
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.015  -0.018  -0.018
 
Deck + Haunch
Precast-top   -0.000   0.143   0.181   0.754   1.365   1.790   2.043   2.129
Bottom        -0.000  -0.113  -0.143  -0.594  -1.064  -1.381  -1.568  -1.634
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.014   0.059   0.107   0.141   0.161   0.168
Precast-top   -0.000   0.010   0.012   0.052   0.094   0.123   0.141   0.147
Bottom        -0.000  -0.025  -0.032  -0.133  -0.240  -0.313  -0.357  -0.372
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.033   0.059   0.078   0.089   0.093
Precast-top   -0.000   0.005   0.007   0.029   0.052   0.068   0.078   0.081
Bottom        -0.000  -0.014  -0.018  -0.073  -0.132  -0.173  -0.197  -0.205
 
LL+I(+)
Topping-top   -0.000   0.041   0.052   0.214   0.386   0.503   0.572   0.593
Precast-top   -0.000   0.036   0.045   0.187   0.338   0.441   0.502   0.520
Bottom        -0.000  -0.092  -0.116  -0.482  -0.862  -1.118  -1.269  -1.315
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.058   0.074   0.306   0.552   0.722   0.822   0.853 
Precast-top    0.030   0.405   0.479   1.575   2.668   3.323   3.751   3.957 
Bottom         0.928   3.612   3.528   2.292   1.055   0.294  -0.184  -0.390 
 

 
 
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   13.47   27.60   41.73   55.87   70.00
F_LL+I(+)
Topping-top   -0.000   0.032   0.040   0.167   0.295   0.384   0.432   0.436
Precast-top   -0.000   0.028   0.035   0.146   0.259   0.337   0.379   0.383
Bottom        -0.000  -0.072  -0.091  -0.374  -0.660  -0.854  -0.958  -0.967
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.051   0.213   0.379   0.493   0.557   0.566 
Precast-top    0.015   0.213   0.252   0.840   1.423   1.778   2.003   2.101 
Bottom         0.464   1.780   1.731   1.013   0.298  -0.148  -0.415  -0.505 
 

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
    477.8    6.5   66.7    1.327   6.9   6.00e-3 50.0    489.4     1.765    3.520      0.00
      0.0    1.2   66.1     41.9 0.143      34.6 0.87    12.00     0.120    1.733 
Transfer:   3.00
    464.6    6.5   66.7    5.985  31.0  -0.06e-3 28.8    291.8     0.500    1.760      0.00
    850.7    5.1   64.1    189.0 0.137     193.3 5.03    12.00     0.120    1.776 
Critical:   5.98
    447.6    6.5   66.7    7.066  31.0  -0.12e-3 28.6    265.3     0.454    1.760      0.00
   1838.4    5.9   63.7    189.0 0.132     201.0 5.26    12.00     0.120    1.833 
0.1L    :  14.13
    401.5    6.5   66.7    9.114  31.0  -0.12e-3 28.6    217.4     0.377    0.620      0.00
   4459.9    7.7   62.8    189.0 0.120     197.7 5.25    24.00     0.120    1.313 
0.2L    :  28.27
    325.1    6.5   62.3   11.284  31.0  -0.05e-3 28.8    156.3     0.295    0.496      0.00
   7977.1    7.7   58.4    189.0 0.102     173.9 4.97    24.00     0.120    1.296 
0.3L    :  42.40
    250.5    6.5   65.0   11.284  31.0   0.37e-3 30.3    109.4     0.209    0.496      0.00
  10349.6    7.8   61.1    189.0 0.073     137.9 3.77    24.00     0.120    1.540 
0.4L    :  56.53
    177.0    6.5   66.4   11.284   0.0   0.86e-3 32.0     87.2     0.174    0.413      0.00
  11620.6    7.8   62.5    189.0 0.057     109.5 2.92    24.00     0.120    1.608 
0.5L    :  70.67
    106.0    6.5   66.4   11.284   0.0   0.76e-3 31.7      3.5     0.120    0.413      0.00
  11835.4    7.8   62.5    189.0 0.034     114.3 3.05    24.00     0.120    2.749 
0.6L    :  84.80
    177.0    6.5   66.4   11.284   0.0   0.86e-3 32.0     87.2     0.174    0.413      0.00
  11620.6    7.8   62.5    189.0 0.057     109.5 2.92    24.00     0.120    1.608 
0.7L    :  98.93
    250.5    6.5   65.0   11.284  31.0   0.37e-3 30.3    109.4     0.209    0.496      0.00
  10349.6    7.8   61.1    189.0 0.073     137.9 3.77    24.00     0.120    1.540 
0.8L    : 113.06
    325.1    6.5   62.3   11.284  31.0  -0.05e-3 28.8    156.3     0.295    0.496      0.00
   7977.1    7.7   58.4    189.0 0.102     173.9 4.97    24.00     0.120    1.296 
0.9L    : 127.20
    401.5    6.5   66.7    9.114  31.0  -0.12e-3 28.6    217.4     0.377    0.620      0.00
   4459.9    7.7   62.8    189.0 0.120     197.7 5.25    24.00     0.120    1.313 
Critical: 135.35
    447.6    6.5   66.7    7.066  31.0  -0.12e-3 28.6    265.3     0.454    1.760      0.00
   1838.4    5.9   63.7    189.0 0.132     201.0 5.26    12.00     0.120    1.833 
Transfer: 138.33
    464.6    6.5   66.7    5.985  31.0  -0.06e-3 28.8    291.8     0.500    1.760      0.00
    850.7    5.1   64.1    189.0 0.137     193.3 5.03    12.00     0.120    1.776 
Bearing : 140.67
    477.8    6.5   66.7    1.327   6.9   6.00e-3 50.0    489.4     1.765    3.520      0.00
      0.0    1.2   66.1     41.9 0.143      34.6 0.87    12.00     0.120    1.733 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 2211.89
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    4.42
 
 
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
    477.8      8.03     66.68    1.17       66.10    24.00      0.300      1.927      0.000      3.520 
Transfer:      2.33
    464.6      8.05     66.68    5.14       64.11    24.00      0.300      1.934      0.000      1.760 
Critical:      5.31
    447.7      7.80     66.68    5.87       63.74    24.00      0.300      1.852      0.000      1.760 
0.1L    :     13.47
    401.5      7.10     66.68    7.73       62.81    24.00      0.300      1.618      0.000      0.620 
0.2L    :     27.60
    325.1      6.18     62.28    7.74       58.41    24.00      0.300      1.311      0.000      0.496 
0.3L    :     41.73
    250.5      4.55     65.03    7.77       61.15    24.00      0.300      0.767      0.000      0.496 
0.4L    :     55.87
    177.0      3.15     66.40    7.79       62.51    24.00      0.300      0.299      0.000      0.413 
0.5L    :     70.00
    106.0      1.88     66.40    7.79       62.51    24.00      0.300      0.000      0.000      0.413 
0.6L    :     84.13
    177.0      3.15     66.40    7.79       62.51    24.00      0.300      0.299      0.000      0.413 
0.7L    :     98.27
    250.5      4.55     65.03    7.77       61.15    24.00      0.300      0.767      0.000      0.496 
0.8L    :    112.40
    325.1      6.18     62.28    7.74       58.41    24.00      0.300      1.311      0.000      0.496 
0.9L    :    126.53
    401.5      7.10     66.68    7.73       62.81    24.00      0.300      1.618      0.000      0.620 
Critical:    134.69
    447.7      7.80     66.68    5.87       63.74    24.00      0.300      1.852      0.000      1.760 
Transfer:    137.66
    464.6      8.05     66.68    5.14       64.11    24.00      0.300      1.934      0.000      1.760 
Bearing :    140.00
    477.8      8.03     66.68    1.17       66.10    24.00      0.300      1.927      0.000      3.520 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 13.47 ft
Prestress      :       2.507  1.80      4.512  2.20      5.515
Self Wt.       :      -1.034  1.85     -1.914  2.40     -2.483
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          :       1.472            2.599            3.032
 
At 0.2 x L = 27.60 ft
Prestress      :       4.490  1.80      8.082  2.20      9.878
Self Wt.       :      -1.936  1.85     -3.581  2.40     -4.646
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.554            4.501            5.232
 
At 0.3 x L = 41.73 ft
Prestress      :       5.892  1.80     10.605  2.20     12.961
Self Wt.       :      -2.618  1.85     -4.843  2.40     -6.283
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.274            5.762            6.678
 
At 0.4 x L = 55.87 ft
Prestress      :       6.738  1.80     12.128  2.20     14.824
Self Wt.       :      -3.046  1.85     -5.634  2.40     -7.310
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          :       3.692            6.494            7.514
 
At 0.5 x L = 70.00 ft
Prestress      :       7.041  1.80     12.674  2.20     15.491
Self Wt.       :      -3.198  1.85     -5.917  2.40     -7.676
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          :       3.843            6.758            7.815
 
At 0.6 x L = 84.13 ft
Prestress      :       6.738  1.80     12.128  2.20     14.824
Self Wt.       :      -3.046  1.85     -5.634  2.40     -7.310
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          :       3.692            6.494            7.514
 
At 0.7 x L = 98.27 ft
Prestress      :       5.892  1.80     10.605  2.20     12.961
Self Wt.       :      -2.618  1.85     -4.843  2.40     -6.283
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.274            5.762            6.678
 
At 0.8 x L = 112.40 ft
Prestress      :       4.490  1.80      8.082  2.20      9.878
Self Wt.       :      -1.936  1.85     -3.581  2.40     -4.646
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.554            4.501            5.232
 
At 0.9 x L = 126.53 ft
Prestress      :       2.507  1.80      4.512  2.20      5.515
Self Wt.       :      -1.034  1.85     -1.914  2.40     -2.483
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          :       1.472            2.599            3.032
 

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
   855.8    57.4  7.410  262.0    6.1   5.14   8866.1  0.031T 1.00       -       -     -     -  
H/2     :   2.97
  1083.0    57.5  7.692  261.7    6.3   5.34   9199.4  0.030T 1.00       -       -     -     -  
0.1L    :  13.47
  4529.7    59.5 11.284  258.5    9.1   7.73  13530.2  0.020T 1.00  10176.6  6024.5    1.33    -  
0.2L    :  27.60
  8225.5    62.3 11.284  258.9    9.1   7.74  14222.9  0.020T 1.00  10316.9 10316.9    1.38    -  
0.3L    :  41.73
 10838.4    65.0 11.284  259.4    9.1   7.77  14915.2  0.020T 1.00  10638.2 10638.2    1.40    -  
0.4L    :  55.87
 12402.5    66.4 11.284  259.6    9.2   7.79  15260.9  0.020T 1.00  10764.5 10764.5    1.42    -  
0.5L    :  70.00
 12894.5    66.4 11.284  259.6    9.2   7.79  15260.9  0.020T 1.00  10685.2 10685.2    1.43    -  
0.6L    :  84.13
 12402.5    66.4 11.284  259.6    9.2   7.79  15260.9  0.020T 1.00  10764.5 10764.5    1.42    -  
0.7L    :  98.27
 10838.4    65.0 11.284  259.4    9.1   7.77  14915.2  0.020T 1.00  10638.2 10638.2    1.40    -  
0.8L    : 112.40
  8225.5    62.3 11.284  258.9    9.1   7.74  14222.9  0.020T 1.00  10316.9 10316.9    1.38    -  
0.9L    : 126.53
  4529.7    59.5 11.284  258.5    9.1   7.73  13530.2  0.020T 1.00  10176.6  6024.5    1.33    -  
H/2     : 137.03
  1083.0    57.5  7.692  261.7    6.3   5.34   9199.4  0.030T 1.00       -       -     -     -  
Transfer: 137.66
   855.8    57.4  7.410  262.0    6.1   5.14   8866.1  0.031T 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 1-26; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.091
        M   2.00 Fb     0.106
 
  2   2 E  60.00 Ft     0.390
        M  10.00 Fb     0.046
 
  3   2 E  58.00 Ft     0.677
        M   8.00 Fb    -0.003
 
  4   2 E  56.00 Ft     0.949
        M   6.00 Fb    -0.041
 
  5   2 E  54.00 Ft     1.207
        M   4.00 Fb    -0.068
 
  6   2 E  52.00 Ft     1.452
        M   2.00 Fb    -0.085
 
  7   2 E   8.00 Ft     1.414
        M   8.00 Fb     0.123
 
  8   2 E   8.00 Ft     1.376
        M   8.00 Fb     0.332
 
  9   2 E   8.00 Ft     1.338
        M   8.00 Fb     0.540
 
 10   2 E   6.00 Ft     1.286
        M   6.00 Fb     0.759
 
 11   2 E   6.00 Ft     1.235
        M   6.00 Fb     0.978
 
 12   2 E   6.00 Ft     1.183
        M   6.00 Fb     1.197
 
 13   2 E   6.00 Ft     1.131
        M   6.00 Fb     1.416
 
 14   2 E   6.00 Ft     1.080
        M   6.00 Fb     1.635
 
 15   2 E   6.00 Ft     1.028
        M   6.00 Fb     1.854
 
 16   2 E   4.00 Ft     0.962
        M   4.00 Fb     2.084
 
 17   2 E   4.00 Ft     0.897
        M   4.00 Fb     2.314
 
 18   2 E   4.00 Ft     0.832
        M   4.00 Fb     2.544
 
 19   2 E   4.00 Ft     0.766
        M   4.00 Fb     2.774
 
 20   2 E   4.00 Ft     0.701
        M   4.00 Fb     3.004
 
 21   2 E   4.00 Ft     0.635
        M   4.00 Fb     3.234
 
 22   2 E   2.00 Ft     0.556
        M   2.00 Fb     3.475
 
 23   2 E   2.00 Ft     0.477
        M   2.00 Fb     3.716
 
 24   2 E   2.00 Ft     0.397
        M   2.00 Fb     3.957
 
 25   2 E   2.00 Ft     0.318
        M   2.00 Fb     4.198
 
 26   2 E   2.00 Ft     0.239
        M   2.00 Fb     4.439
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 141.33            Release Length, ft: 141.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  52
No. of strands, Draped:  10           No. of strands, Straight:  42
Concrete Strength, f'ci:   7.5  ksi        f'c:   8.5 ksi  f'ct   4.0 ksi
Initial losses:  9.31 %               Final losses: 13.77 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.439     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.238       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 15260.94    12894.48     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   1.002     Midspan    1.800   0.260     Midspan
    Pre.Top:   5.100   4.087     Midspan    3.825   3.437     Midspan
    Pre.Bot:   5.100   3.589    Transfer    3.825   3.704    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.554   0.030     Bearing
    Pre.Bot:  -0.554  -0.390     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.400   2.101     Midspan
    Pre.Bot:                                                             3.400   1.780    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  70.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.041  1.80     12.674  2.20     15.491
Self Wt.       :      -3.198  1.85     -5.917  2.40     -7.676
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          :       3.843            6.758            7.815
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  140.00
     DC  Line       0.087      0.00       0.087  140.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    50.00 
      0.50    90.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 141.330 ft
Release length = 141.330 ft
Design  length = 140.000 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)  : 0.705   (Calculated)    
Live Moment (1  lane  loaded)  : 0.472   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.150   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.920   (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           1491.5 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           976554 in4#
Ht. of c.g.           =        28.75 in             46.43 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7798

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    13.47    27.60    41.73    55.87    70.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    818.5    857.4    857.4    857.4    857.4    857.4    857.4    857.4
  Yb      ,  in    28.55    27.88    27.88    27.76    27.60    27.44    27.36    27.36
  MI(Ixx) , in4   425062   433199   433372   436448   441209   446679   449681   449681
Composite: (At Final, using Ec =  5471.1 ksi )
  Area    , in2   1502.0   1539.0   1539.0   1539.0   1539.0   1539.0   1539.0   1539.0
  Yb      ,  in    46.20    45.42    45.42    45.36    45.27    45.19    45.15    45.15
  MI(Ixx) , in4   987325  1025325  1025695  1032026  1041153  1050975  1056147  1056147

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.50 ksi           4.00 ksi
  Elasticity         =    5471.07 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.10 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.83 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.55 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  52 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 49.47 ft from member end )
END PATTERN (Ycg = 14.46 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     6 @  8.000 in
     2 @ 52.000 in     2 @ 54.000 in     2 @ 56.000 in     2 @ 58.000 in
     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.85 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     6 @  8.000 in

 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =   11.28 in2      Initial Pull          =     2211.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.682 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.603 ft
Holddown Force        =  35.704 kips     Beam Shrtng (PL/AE)   =      0.833 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)       
---------------------------------------------------------------------------------------
      7352.663         740 5440.971     29.349 118864.680  1824.950     894.610        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     12.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      12.9167     24.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.9167     43.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      43.6670     97.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      97.6631    116.4134    Yes
      2      US#5[M16]       60.00        0.62      12.00     116.4134    128.4134    Yes
      2      US#5[M16]       60.00        0.62       9.00     128.4134    134.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     134.4134    134.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     134.9550    139.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     139.9550    140.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     140.2050    140.4550     No
      2      US#6[M19]       60.00        0.88       3.00     140.4550    140.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     140.7050    140.9550     No
      2      US#6[M19]       60.00        0.88       3.00     140.9550    141.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     141.2050    141.3300     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 141.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 11.2840 in2       Ycg =  4.85 in
         P_init    =     2211.9 kips  Ecc = 23.90 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.25 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.361 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -8.02 ksi    0.00 ksi
    due to Composite Loads                                 -2.68 ksi    0.00 ksi
    due to Live Loads                                      -6.12 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        16.11 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.25 ksi  ( 9.31 %)             8.76 ksi ( 4.47 %)
Total Prestress Losses                                    27.00 ksi (13.77 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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   13.47   27.60   41.73   55.87   70.00
Self wt.  : M       0.0   135.2   171.1   716.6  1304.6  1724.6  1976.6  2060.6
(Max)       V      58.9    56.9    56.4    47.5    35.7    23.8    11.9     0.0
DL-Prec.  : M       0.0    19.6    24.8   103.7   188.8   249.6   286.1   298.2
DC(Max)     V       8.5     8.2     8.2     6.9     5.2     3.4     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   146.9   185.9   778.6  1417.5  1873.8  2147.6  2238.8
Haunch (Max)V      64.0    61.8    61.3    51.7    38.7    25.8    12.9     0.0
Diaphragm : M       0.0     1.2     1.5     6.7    13.8    20.9    25.0    25.0
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    47.6    60.2   252.2   459.1   607.0   695.6   725.2
DC(Max)     V      20.7    20.0    19.8    16.7    12.6     8.4     4.2     0.0
DL-Comp   : M       0.0    26.3    33.2   139.2   253.4   334.9   383.9   400.2
DW(Max)     V      11.4    11.1    10.9     9.2     6.9     4.6     2.3     0.0
LL + I    : M+      0.0   216.3   273.7  1142.0  2066.1  2709.3  3093.3  3205.4
            V     154.2   150.6   149.6   133.3   111.9    90.5    60.5    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   154.2   150.6   149.7   133.4   113.7    95.0    77.2    60.6
            M       0.0   213.4   269.7  1102.1  1924.2  2430.0  2646.5  2600.3
Total     : M+      0.0   592.9   750.3  3139.1  5703.3  7520.0  8607.9  8953.4
            V     318.3   309.2   306.7   265.9   211.5   157.0    93.6    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   318.3   309.2   306.7   266.0   213.2   161.5   110.3    60.6
            M       0.0   590.0   746.3  3099.2  5561.3  7240.7  8161.1  8348.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    84.13   98.27  112.40  126.53  137.03  137.66  140.00
Self wt.  : M    1976.6  1724.6  1304.6   716.6   171.1   135.2     0.0
(Max)       V      11.9    23.8    35.7    47.5    56.4    56.9    58.9
DL-Prec.  : M     286.1   249.6   188.8   103.7    24.8    19.6     0.0
DC(Max)     V       1.7     3.4     5.2     6.9     8.2     8.2     8.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2147.6  1873.8  1417.5   778.6   185.9   146.9     0.0
Haunch (Max)V      12.9    25.8    38.7    51.7    61.3    61.8    64.0
Diaphragm : M      25.0    20.9    13.8     6.7     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     695.6   607.0   459.1   252.2    60.2    47.6     0.0
DC(Max)     V       4.2     8.4    12.6    16.7    19.8    20.0    20.7
DL-Comp   : M     383.9   334.9   253.4   139.2    33.2    26.3     0.0
DW(Max)     V       2.3     4.6     6.9     9.2    10.9    11.1    11.4
LL + I    : M+   3093.3  2709.3  2066.1  1142.0   273.7   216.3     0.0
            V      60.5    90.5   111.9   133.3   149.6   150.6   154.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    77.2    95.0   113.7   133.4   149.7   150.6   154.2
            M    2646.5  2430.0  1924.2  1102.1   269.7   213.4    -0.0
Total     : M+   8607.9  7520.0  5703.3  3139.1   750.3   592.9     0.0
            V      93.6   157.0   211.5   265.9   306.7   309.2   318.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   110.3   161.5   213.2   266.0   306.7   309.2   318.3
            M    8161.1  7240.7  5561.3  3099.2   746.3   590.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               58.9             58.9
Deck+Haunch            64.0             64.0
Diaphragm               0.5              0.5
DL-Prec.(DC)            8.5              8.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          103.6            103.6
DL-Comp.(DW)           57.2             57.2
Live                  112.0            112.0
        Truck          67.2             67.2
        Lane           44.8             44.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   13.47   27.60   41.73   55.87   70.00
Self wt.  : M       0.0   135.2   171.1   716.6  1304.6  1724.6  1976.6  2060.6
(Max)       V      58.9    56.9    56.4    47.5    35.7    23.8    11.9     0.0
DL-Prec.  : M       0.0    19.6    24.8   103.7   188.8   249.6   286.1   298.2
DC(Max)     V       8.5     8.2     8.2     6.9     5.2     3.4     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   146.9   185.9   778.6  1417.5  1873.8  2147.6  2238.8
Haunch (Max)V      64.0    61.8    61.3    51.7    38.7    25.8    12.9     0.0
Diaphragm : M       0.0     1.2     1.5     6.7    13.8    20.9    25.0    25.0
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    47.6    60.2   252.2   459.1   607.0   695.6   725.2
DC(Max)     V      20.7    20.0    19.8    16.7    12.6     8.4     4.2     0.0
DL-Comp   : M       0.0    26.3    33.2   139.2   253.4   334.9   383.9   400.2
DW(Max)     V      11.4    11.1    10.9     9.2     6.9     4.6     2.3     0.0
LL + I    : M+      0.0   173.0   218.9   913.6  1652.9  2167.4  2474.6  2564.3
            V     123.4   120.5   119.7   106.7    89.5    72.4    48.4    31.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   123.4   120.5   119.7   106.8    90.9    76.0    61.8    48.5
            M       0.0   170.7   215.7   881.7  1539.3  1944.0  2117.2  2080.2
Total     : M+      0.0   549.6   695.5  2910.7  5290.1  6978.1  7989.3  8312.3
            V     287.4   279.0   276.8   239.2   189.1   138.9    81.4    31.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   287.4   279.1   276.8   239.3   190.5   142.5    94.8    48.5
            M       0.0   547.3   692.4  2878.8  5176.5  6754.7  7631.8  7828.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    84.13   98.27  112.40  126.53  137.03  137.66  140.00
Self wt.  : M    1976.6  1724.6  1304.6   716.6   171.1   135.2     0.0
(Max)       V      11.9    23.8    35.7    47.5    56.4    56.9    58.9
DL-Prec.  : M     286.1   249.6   188.8   103.7    24.8    19.6     0.0
DC(Max)     V       1.7     3.4     5.2     6.9     8.2     8.2     8.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2147.6  1873.8  1417.5   778.6   185.9   146.9     0.0
Haunch (Max)V      12.9    25.8    38.7    51.7    61.3    61.8    64.0
Diaphragm : M      25.0    20.9    13.8     6.7     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     695.6   607.0   459.1   252.2    60.2    47.6     0.0
DC(Max)     V       4.2     8.4    12.6    16.7    19.8    20.0    20.7
DL-Comp   : M     383.9   334.9   253.4   139.2    33.2    26.3     0.0
DW(Max)     V       2.3     4.6     6.9     9.2    10.9    11.1    11.4
LL + I    : M+   2474.6  2167.4  1652.9   913.6   218.9   173.0     0.0
            V      48.4    72.4    89.5   106.7   119.7   120.5   123.4
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    61.8    76.0    90.9   106.8   119.7   120.5   123.4
            M    2117.2  1944.0  1539.3   881.7   215.7   170.7    -0.0
Total     : M+   7989.3  6978.1  5290.1  2910.7   695.5   549.6     0.0
            V      81.4   138.9   189.1   239.2   276.8   279.0   287.4
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    94.8   142.5   190.5   239.3   276.8   279.1   287.4
            M    7631.8  6754.7  5176.5  2878.8   692.4   547.3    -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   13.47   27.60   41.73   55.87   70.00
Self wt.  : M       0.0   169.0   213.8   895.8  1630.7  2155.7  2470.7  2575.7
(Max)       V      73.6    71.1    70.5    59.4    44.6    29.7    14.9     0.0
Self wt.  : M       0.0   121.7   154.0   645.0  1174.1  1552.1  1778.9  1854.5
(Min)       V      53.0    51.2    50.7    42.8    32.1    21.4    10.7     0.0
DL-Prec.  : M       0.0    24.5    30.9   129.6   236.0   312.0   357.6   372.8
DC(Max)     V      10.7    10.3    10.2     8.6     6.5     4.3     2.2     0.0
DL-Prec.  : M       0.0    17.6    22.3    93.3   169.9   224.6   257.4   268.4
DC(Min)     V       7.7     7.4     7.3     6.2     4.6     3.1     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   183.6   232.3   973.3  1771.8  2342.2  2684.4  2798.5
Haunch (Max)V      80.0    77.3    76.6    64.6    48.4    32.3    16.1     0.0
Deck +    : M       0.0   132.2   167.3   700.8  1275.7  1686.4  1932.8  2014.9
Haunch (Min)V      57.6    55.6    55.1    46.5    34.9    23.2    11.6     0.0
Diaphragm : M       0.0     1.5     1.9     8.4    17.3    26.1    31.3    31.3
(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     6.1    12.4    18.8    22.5    22.5
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    59.5    75.3   315.3   573.9   758.7   869.5   906.5
DC(Max)     V      25.9    25.0    24.8    20.9    15.7    10.5     5.2     0.0
DL-Comp   : M       0.0    42.8    54.2   227.0   413.2   546.3   626.1   652.7
DC(Min)     V      18.6    18.0    17.9    15.1    11.3     7.5     3.8     0.0
DL-Comp   : M       0.0    39.4    49.8   208.8   380.0   502.4   575.8   600.3
DW(Max)     V      17.2    16.6    16.4    13.9    10.4     6.9     3.5     0.0
DL-Comp   : M       0.0    17.1    21.6    90.5   164.7   217.7   249.5   260.1
DW(Min)     V       7.4     7.2     7.1     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   378.5   478.9  1998.5  3615.7  4741.3  5413.2  5609.5
            V     269.9   263.6   261.8   233.3   195.9   158.4   106.0    68.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   269.9   263.6   261.9   233.5   198.9   166.2   135.2   106.0
            M       0.0   373.4   471.9  1928.7  3367.3  4252.6  4631.3  4550.5
Total     : M+      0.0   855.8  1083.0  4529.7  8225.5 10838.4 12402.5 12894.5
            V     477.8   464.5   460.9   401.3   322.0   242.7   147.8    68.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   477.8   464.6   461.0   401.5   325.1   250.5   177.0   106.0
            M       0.0   850.7  1076.0  4459.9  7977.1 10349.6 11620.6 11835.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    84.13   98.27  112.40  126.53  137.03  137.66  140.00
Self wt.  : M    2470.7  2155.7  1630.7   895.8   213.8   169.0     0.0
(Max)       V      14.9    29.7    44.6    59.4    70.5    71.1    73.6
Self wt.  : M    1778.9  1552.1  1174.1   645.0   154.0   121.7     0.0
(Min)       V      10.7    21.4    32.1    42.8    50.7    51.2    53.0
DL-Prec.  : M     357.6   312.0   236.0   129.6    30.9    24.5     0.0
DC(Max)     V       2.2     4.3     6.5     8.6    10.2    10.3    10.7
DL-Prec.  : M     257.4   224.6   169.9    93.3    22.3    17.6     0.0
DC(Min)     V       1.5     3.1     4.6     6.2     7.3     7.4     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    2684.4  2342.2  1771.8   973.3   232.3   183.6     0.0
Haunch (Max)V      16.1    32.3    48.4    64.6    76.6    77.3    80.0
Deck +    : M    1932.8  1686.4  1275.7   700.8   167.3   132.2     0.0
Haunch (Min)V      11.6    23.2    34.9    46.5    55.1    55.6    57.6
Diaphragm : M      31.3    26.1    17.3     8.4     1.9     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      22.5    18.8    12.4     6.1     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     869.5   758.7   573.9   315.3    75.3    59.5     0.0
DC(Max)     V       5.2    10.5    15.7    20.9    24.8    25.0    25.9
DL-Comp   : M     626.1   546.3   413.2   227.0    54.2    42.8     0.0
DC(Min)     V       3.8     7.5    11.3    15.1    17.9    18.0    18.6
DL-Comp   : M     575.8   502.4   380.0   208.8    49.8    39.4     0.0
DW(Max)     V       3.5     6.9    10.4    13.9    16.4    16.6    17.2
DL-Comp   : M     249.5   217.7   164.7    90.5    21.6    17.1     0.0
DW(Min)     V       1.5     3.0     4.5     6.0     7.1     7.2     7.4
LL + I    : M+   5413.2  4741.3  3615.7  1998.5   478.9   378.5     0.0
            V     106.0   158.4   195.9   233.3   261.8   263.6   269.9
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   135.2   166.2   198.9   233.5   261.9   263.6   269.9
            M    4631.3  4252.6  3367.3  1928.7   471.9   373.4    -0.0
Total     : M+  12402.5 10838.4  8225.5  4529.7  1083.0   855.8     0.0
            V     147.8   242.7   322.0   401.3   460.9   464.5   477.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   177.0   250.5   325.1   401.5   461.0   464.6   477.8
            M   11620.6 10349.6  7977.1  4459.9  1076.0   850.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               73.6             73.6
Deck+Haunch            80.0             80.0
Diaphragm               0.6              0.6
DL-Prec.(DC)           10.7             10.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          129.5            129.5
DL-Comp.(DW)           85.8             85.8
Live                  196.0            196.0
        Truck         117.6            117.6
        Lane           78.4             78.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   13.47   27.60   41.73   55.87   70.00
Self wt.  : M       0.0   135.2   171.1   716.6  1304.6  1724.6  1976.6  2060.6
(Max)       V      58.9    56.9    56.4    47.5    35.7    23.8    11.9     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    19.6    24.8   103.7   188.8   249.6   286.1   298.2
DC(Max)     V       8.5     8.2     8.2     6.9     5.2     3.4     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   146.9   185.9   778.6  1417.5  1873.8  2147.6  2238.8
Haunch (Max)V      64.0    61.8    61.3    51.7    38.7    25.8    12.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     1.2     1.5     6.7    13.8    20.9    25.0    25.0
(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    47.6    60.2   252.2   459.1   607.0   695.6   725.2
DC(Max)     V      20.7    20.0    19.8    16.7    12.6     8.4     4.2     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    26.3    33.2   139.2   253.4   334.9   383.9   400.2
DW(Max)     V      11.4    11.1    10.9     9.2     6.9     4.6     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   135.6   171.5   709.7  1265.5  1654.9  1867.3  1886.2
            V     115.9   113.6   113.0   102.6    89.3    67.3    53.9    40.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   115.9   113.6   113.0   102.6    89.3    75.9    62.6    49.3
            M       0.0   135.6   171.5   709.7  1265.5  1627.8  1796.7  1772.1
Total     : M+      0.0   512.2   648.2  2706.8  4902.7  6465.6  7381.9  7634.1
            V     279.9   272.2   270.0   235.1   188.8   133.8    86.9    40.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   279.9   272.2   270.0   235.1   188.8   142.5    95.6    49.3
            M       0.0   512.2   648.2  2706.8  4902.7  6438.5  7311.4  7520.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    84.13   98.27  112.40  126.53  137.03  137.66  140.00
Self wt.  : M    1976.6  1724.6  1304.6   716.6   171.1   135.2     0.0
(Max)       V      11.9    23.8    35.7    47.5    56.4    56.9    58.9
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     286.1   249.6   188.8   103.7    24.8    19.6     0.0
DC(Max)     V       1.7     3.4     5.2     6.9     8.2     8.2     8.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2147.6  1873.8  1417.5   778.6   185.9   146.9     0.0
Haunch (Max)V      12.9    25.8    38.7    51.7    61.3    61.8    64.0
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      25.0    20.9    13.8     6.7     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     695.6   607.0   459.1   252.2    60.2    47.6     0.0
DC(Max)     V       4.2     8.4    12.6    16.7    19.8    20.0    20.7
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     383.9   334.9   253.4   139.2    33.2    26.3     0.0
DW(Max)     V       2.3     4.6     6.9     9.2    10.9    11.1    11.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1867.3  1654.9  1265.5   709.7   171.5   135.6     0.0
            V      53.9    67.3    89.3   102.6   113.0   113.6   115.9
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    62.6    75.9    89.3   102.6   113.0   113.6   115.9
            M    1796.7  1627.8  1265.5   709.7   171.5   135.6     0.0
Total     : M+   7381.9  6465.6  4902.7  2706.8   648.2   512.2     0.0
            V      86.9   133.8   188.8   235.1   270.0   272.2   279.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    95.6   142.5   188.8   235.1   270.0   272.2   279.9
            M    7311.4  6438.5  4902.7  2706.8   648.2   512.2     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   14.13   28.27   42.40   56.53   70.67   49.47
 
Beam-Self
Precast-top    0.170   0.733   1.294   1.685   1.917   1.997   1.820 
Bottom        -0.135  -0.577  -1.009  -1.300  -1.472  -1.533  -1.401 
 
Prestress
Precast-top    0.069  -0.286  -0.727  -1.157  -1.367  -1.367  -1.367 
Bottom         4.574   4.837   5.157   5.462   5.609   5.609   5.609 
 
Total
Precast-top    0.238   0.447   0.567   0.529   0.551   0.631   0.454 
Bottom         4.439   4.260   4.149   4.162   4.137   4.076   4.208 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.05 %)
             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   13.47   27.60   41.73   55.87   70.00
 
Prestress
Precast-top    0.030   0.060   0.042  -0.248  -0.632  -1.006  -1.188  -1.188
Bottom         0.928   3.977   3.990   4.206   4.484   4.750   4.877   4.877
 
Self wt.
Precast-top   -0.000   0.131   0.166   0.694   1.256   1.648   1.880   1.960
Bottom        -0.000  -0.104  -0.132  -0.547  -0.979  -1.271  -1.443  -1.504
 
DL-Prec (DC)
Precast-top   -0.000   0.019   0.024   0.100   0.182   0.238   0.272   0.284
Bottom        -0.000  -0.015  -0.019  -0.079  -0.142  -0.184  -0.209  -0.218
 
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   0.013   0.020   0.024   0.024
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.015  -0.018  -0.018
 
Deck + Haunch
Precast-top   -0.000   0.143   0.181   0.754   1.365   1.790   2.043   2.129
Bottom        -0.000  -0.113  -0.143  -0.594  -1.064  -1.381  -1.568  -1.634
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.014   0.059   0.107   0.141   0.161   0.168
Precast-top   -0.000   0.010   0.012   0.052   0.094   0.123   0.141   0.147
Bottom        -0.000  -0.025  -0.032  -0.133  -0.240  -0.313  -0.357  -0.372
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.033   0.059   0.078   0.089   0.093
Precast-top   -0.000   0.005   0.007   0.029   0.052   0.068   0.078   0.081
Bottom        -0.000  -0.014  -0.018  -0.073  -0.132  -0.173  -0.197  -0.205
 
LL+I(+)
Topping-top   -0.000   0.051   0.064   0.268   0.482   0.629   0.715   0.741
Precast-top   -0.000   0.044   0.056   0.234   0.422   0.551   0.628   0.650
Bottom        -0.000  -0.115  -0.145  -0.602  -1.078  -1.398  -1.587  -1.644
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.068   0.087   0.360   0.649   0.847   0.965   1.002 
Precast-top    0.030   0.414   0.490   1.622   2.752   3.433   3.877   4.087 
Bottom         0.928   3.589   3.499   2.171   0.839   0.014  -0.501  -0.719 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.022   0.092   0.166   0.219   0.250   0.260 
Precast-top    0.030   0.369   0.434   1.388   2.330   2.882   3.249   3.437 
Bottom         0.928   3.704   3.645   2.774   1.917   1.412   1.086   0.925 
 

 
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   14.13   28.27   42.40   56.53   70.67   49.47
 
Beam-Self
Precast-top    0.170   0.733   1.294   1.685   1.917   1.997   1.820 
Bottom        -0.135  -0.577  -1.009  -1.300  -1.472  -1.533  -1.401 
 
Prestress
Precast-top    0.069  -0.286  -0.727  -1.157  -1.367  -1.367  -1.367 
Bottom         4.574   4.837   5.157   5.462   5.609   5.609   5.609 
 
Total
Precast-top    0.238   0.447   0.567   0.529   0.551   0.631   0.454 
Bottom         4.439   4.260   4.149   4.162   4.137   4.076   4.208 
 
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 = 13.05 %)
             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   13.47   27.60   41.73   55.87   70.00
 
Prestress
Precast-top    0.030   0.060   0.042  -0.248  -0.632  -1.006  -1.188  -1.188
Bottom         0.928   3.977   3.990   4.206   4.484   4.750   4.877   4.877
 
Self wt.
Precast-top   -0.000   0.131   0.166   0.694   1.256   1.648   1.880   1.960
Bottom        -0.000  -0.104  -0.132  -0.547  -0.979  -1.271  -1.443  -1.504
 
DL-Prec (DC)
Precast-top   -0.000   0.019   0.024   0.100   0.182   0.238   0.272   0.284
Bottom        -0.000  -0.015  -0.019  -0.079  -0.142  -0.184  -0.209  -0.218
 
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   0.013   0.020   0.024   0.024
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.015  -0.018  -0.018
 
Deck + Haunch
Precast-top   -0.000   0.143   0.181   0.754   1.365   1.790   2.043   2.129
Bottom        -0.000  -0.113  -0.143  -0.594  -1.064  -1.381  -1.568  -1.634
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.014   0.059   0.107   0.141   0.161   0.168
Precast-top   -0.000   0.010   0.012   0.052   0.094   0.123   0.141   0.147
Bottom        -0.000  -0.025  -0.032  -0.133  -0.240  -0.313  -0.357  -0.372
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.033   0.059   0.078   0.089   0.093
Precast-top   -0.000   0.005   0.007   0.029   0.052   0.068   0.078   0.081
Bottom        -0.000  -0.014  -0.018  -0.073  -0.132  -0.173  -0.197  -0.205
 
LL+I(+)
Topping-top   -0.000   0.041   0.052   0.214   0.386   0.503   0.572   0.593
Precast-top   -0.000   0.036   0.045   0.187   0.338   0.441   0.502   0.520
Bottom        -0.000  -0.092  -0.116  -0.482  -0.862  -1.118  -1.269  -1.315
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.058   0.074   0.306   0.552   0.722   0.822   0.853 
Precast-top    0.030   0.405   0.479   1.575   2.668   3.323   3.751   3.957 
Bottom         0.928   3.612   3.528   2.292   1.055   0.294  -0.184  -0.390 
 

 
 
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   13.47   27.60   41.73   55.87   70.00
F_LL+I(+)
Topping-top   -0.000   0.032   0.040   0.167   0.295   0.384   0.432   0.436
Precast-top   -0.000   0.028   0.035   0.146   0.259   0.337   0.379   0.383
Bottom        -0.000  -0.072  -0.091  -0.374  -0.660  -0.854  -0.958  -0.967
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.051   0.213   0.379   0.493   0.557   0.566 
Precast-top    0.015   0.213   0.252   0.840   1.423   1.778   2.003   2.101 
Bottom         0.464   1.780   1.731   1.013   0.298  -0.148  -0.415  -0.505 
 

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
    477.8    6.5   66.7    1.327   6.9   6.00e-3 50.0    489.4     1.765    3.520      0.00
      0.0    1.2   66.1     41.9 0.143      34.6 0.87    12.00     0.120    1.733 
Transfer:   3.00
    464.6    6.5   66.7    5.985  31.0  -0.06e-3 28.8    291.8     0.500    1.760      0.00
    850.7    5.1   64.1    189.0 0.137     193.3 5.03    12.00     0.120    1.776 
Critical:   5.98
    447.6    6.5   66.7    7.066  31.0  -0.12e-3 28.6    265.3     0.454    1.760      0.00
   1838.4    5.9   63.7    189.0 0.132     201.0 5.26    12.00     0.120    1.833 
0.1L    :  14.13
    401.5    6.5   66.7    9.114  31.0  -0.12e-3 28.6    217.4     0.377    0.620      0.00
   4459.9    7.7   62.8    189.0 0.120     197.7 5.25    24.00     0.120    1.313 
0.2L    :  28.27
    325.1    6.5   62.3   11.284  31.0  -0.05e-3 28.8    156.3     0.295    0.496      0.00
   7977.1    7.7   58.4    189.0 0.102     173.9 4.97    24.00     0.120    1.296 
0.3L    :  42.40
    250.5    6.5   65.0   11.284  31.0   0.37e-3 30.3    109.4     0.209    0.496      0.00
  10349.6    7.8   61.1    189.0 0.073     137.9 3.77    24.00     0.120    1.540 
0.4L    :  56.53
    177.0    6.5   66.4   11.284   0.0   0.86e-3 32.0     87.2     0.174    0.413      0.00
  11620.6    7.8   62.5    189.0 0.057     109.5 2.92    24.00     0.120    1.608 
0.5L    :  70.67
    106.0    6.5   66.4   11.284   0.0   0.76e-3 31.7      3.5     0.120    0.413      0.00
  11835.4    7.8   62.5    189.0 0.034     114.3 3.05    24.00     0.120    2.749 
0.6L    :  84.80
    177.0    6.5   66.4   11.284   0.0   0.86e-3 32.0     87.2     0.174    0.413      0.00
  11620.6    7.8   62.5    189.0 0.057     109.5 2.92    24.00     0.120    1.608 
0.7L    :  98.93
    250.5    6.5   65.0   11.284  31.0   0.37e-3 30.3    109.4     0.209    0.496      0.00
  10349.6    7.8   61.1    189.0 0.073     137.9 3.77    24.00     0.120    1.540 
0.8L    : 113.06
    325.1    6.5   62.3   11.284  31.0  -0.05e-3 28.8    156.3     0.295    0.496      0.00
   7977.1    7.7   58.4    189.0 0.102     173.9 4.97    24.00     0.120    1.296 
0.9L    : 127.20
    401.5    6.5   66.7    9.114  31.0  -0.12e-3 28.6    217.4     0.377    0.620      0.00
   4459.9    7.7   62.8    189.0 0.120     197.7 5.25    24.00     0.120    1.313 
Critical: 135.35
    447.6    6.5   66.7    7.066  31.0  -0.12e-3 28.6    265.3     0.454    1.760      0.00
   1838.4    5.9   63.7    189.0 0.132     201.0 5.26    12.00     0.120    1.833 
Transfer: 138.33
    464.6    6.5   66.7    5.985  31.0  -0.06e-3 28.8    291.8     0.500    1.760      0.00
    850.7    5.1   64.1    189.0 0.137     193.3 5.03    12.00     0.120    1.776 
Bearing : 140.67
    477.8    6.5   66.7    1.327   6.9   6.00e-3 50.0    489.4     1.765    3.520      0.00
      0.0    1.2   66.1     41.9 0.143      34.6 0.87    12.00     0.120    1.733 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 2211.89
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    4.42
 
 
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
    477.8      8.03     66.68    1.17       66.10    24.00      0.300      1.927      0.000      3.520 
Transfer:      2.33
    464.6      8.05     66.68    5.14       64.11    24.00      0.300      1.934      0.000      1.760 
Critical:      5.31
    447.7      7.80     66.68    5.87       63.74    24.00      0.300      1.852      0.000      1.760 
0.1L    :     13.47
    401.5      7.10     66.68    7.73       62.81    24.00      0.300      1.618      0.000      0.620 
0.2L    :     27.60
    325.1      6.18     62.28    7.74       58.41    24.00      0.300      1.311      0.000      0.496 
0.3L    :     41.73
    250.5      4.55     65.03    7.77       61.15    24.00      0.300      0.767      0.000      0.496 
0.4L    :     55.87
    177.0      3.15     66.40    7.79       62.51    24.00      0.300      0.299      0.000      0.413 
0.5L    :     70.00
    106.0      1.88     66.40    7.79       62.51    24.00      0.300      0.000      0.000      0.413 
0.6L    :     84.13
    177.0      3.15     66.40    7.79       62.51    24.00      0.300      0.299      0.000      0.413 
0.7L    :     98.27
    250.5      4.55     65.03    7.77       61.15    24.00      0.300      0.767      0.000      0.496 
0.8L    :    112.40
    325.1      6.18     62.28    7.74       58.41    24.00      0.300      1.311      0.000      0.496 
0.9L    :    126.53
    401.5      7.10     66.68    7.73       62.81    24.00      0.300      1.618      0.000      0.620 
Critical:    134.69
    447.7      7.80     66.68    5.87       63.74    24.00      0.300      1.852      0.000      1.760 
Transfer:    137.66
    464.6      8.05     66.68    5.14       64.11    24.00      0.300      1.934      0.000      1.760 
Bearing :    140.00
    477.8      8.03     66.68    1.17       66.10    24.00      0.300      1.927      0.000      3.520 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 13.47 ft
Prestress      :       2.507  1.80      4.512  2.20      5.515
Self Wt.       :      -1.034  1.85     -1.914  2.40     -2.483
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          :       1.472            2.599            3.032
 
At 0.2 x L = 27.60 ft
Prestress      :       4.490  1.80      8.082  2.20      9.878
Self Wt.       :      -1.936  1.85     -3.581  2.40     -4.646
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.554            4.501            5.232
 
At 0.3 x L = 41.73 ft
Prestress      :       5.892  1.80     10.605  2.20     12.961
Self Wt.       :      -2.618  1.85     -4.843  2.40     -6.283
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.274            5.762            6.678
 
At 0.4 x L = 55.87 ft
Prestress      :       6.738  1.80     12.128  2.20     14.824
Self Wt.       :      -3.046  1.85     -5.634  2.40     -7.310
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          :       3.692            6.494            7.514
 
At 0.5 x L = 70.00 ft
Prestress      :       7.041  1.80     12.674  2.20     15.491
Self Wt.       :      -3.198  1.85     -5.917  2.40     -7.676
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          :       3.843            6.758            7.815
 
At 0.6 x L = 84.13 ft
Prestress      :       6.738  1.80     12.128  2.20     14.824
Self Wt.       :      -3.046  1.85     -5.634  2.40     -7.310
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          :       3.692            6.494            7.514
 
At 0.7 x L = 98.27 ft
Prestress      :       5.892  1.80     10.605  2.20     12.961
Self Wt.       :      -2.618  1.85     -4.843  2.40     -6.283
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.274            5.762            6.678
 
At 0.8 x L = 112.40 ft
Prestress      :       4.490  1.80      8.082  2.20      9.878
Self Wt.       :      -1.936  1.85     -3.581  2.40     -4.646
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.554            4.501            5.232
 
At 0.9 x L = 126.53 ft
Prestress      :       2.507  1.80      4.512  2.20      5.515
Self Wt.       :      -1.034  1.85     -1.914  2.40     -2.483
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          :       1.472            2.599            3.032
 

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
   855.8    57.4  7.410  262.0    6.1   5.14   8866.1  0.031T 1.00       -       -     -     -  
H/2     :   2.97
  1083.0    57.5  7.692  261.7    6.3   5.34   9199.4  0.030T 1.00       -       -     -     -  
0.1L    :  13.47
  4529.7    59.5 11.284  258.5    9.1   7.73  13530.2  0.020T 1.00  10176.6  6024.5    1.33    -  
0.2L    :  27.60
  8225.5    62.3 11.284  258.9    9.1   7.74  14222.9  0.020T 1.00  10316.9 10316.9    1.38    -  
0.3L    :  41.73
 10838.4    65.0 11.284  259.4    9.1   7.77  14915.2  0.020T 1.00  10638.2 10638.2    1.40    -  
0.4L    :  55.87
 12402.5    66.4 11.284  259.6    9.2   7.79  15260.9  0.020T 1.00  10764.5 10764.5    1.42    -  
0.5L    :  70.00
 12894.5    66.4 11.284  259.6    9.2   7.79  15260.9  0.020T 1.00  10685.2 10685.2    1.43    -  
0.6L    :  84.13
 12402.5    66.4 11.284  259.6    9.2   7.79  15260.9  0.020T 1.00  10764.5 10764.5    1.42    -  
0.7L    :  98.27
 10838.4    65.0 11.284  259.4    9.1   7.77  14915.2  0.020T 1.00  10638.2 10638.2    1.40    -  
0.8L    : 112.40
  8225.5    62.3 11.284  258.9    9.1   7.74  14222.9  0.020T 1.00  10316.9 10316.9    1.38    -  
0.9L    : 126.53
  4529.7    59.5 11.284  258.5    9.1   7.73  13530.2  0.020T 1.00  10176.6  6024.5    1.33    -  
H/2     : 137.03
  1083.0    57.5  7.692  261.7    6.3   5.34   9199.4  0.030T 1.00       -       -     -     -  
Transfer: 137.66
   855.8    57.4  7.410  262.0    6.1   5.14   8866.1  0.031T 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 1-26; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.091
        M   2.00 Fb     0.106
 
  2   2 E  60.00 Ft     0.390
        M  10.00 Fb     0.046
 
  3   2 E  58.00 Ft     0.677
        M   8.00 Fb    -0.003
 
  4   2 E  56.00 Ft     0.949
        M   6.00 Fb    -0.041
 
  5   2 E  54.00 Ft     1.207
        M   4.00 Fb    -0.068
 
  6   2 E  52.00 Ft     1.452
        M   2.00 Fb    -0.085
 
  7   2 E   8.00 Ft     1.414
        M   8.00 Fb     0.123
 
  8   2 E   8.00 Ft     1.376
        M   8.00 Fb     0.332
 
  9   2 E   8.00 Ft     1.338
        M   8.00 Fb     0.540
 
 10   2 E   6.00 Ft     1.286
        M   6.00 Fb     0.759
 
 11   2 E   6.00 Ft     1.235
        M   6.00 Fb     0.978
 
 12   2 E   6.00 Ft     1.183
        M   6.00 Fb     1.197
 
 13   2 E   6.00 Ft     1.131
        M   6.00 Fb     1.416
 
 14   2 E   6.00 Ft     1.080
        M   6.00 Fb     1.635
 
 15   2 E   6.00 Ft     1.028
        M   6.00 Fb     1.854
 
 16   2 E   4.00 Ft     0.962
        M   4.00 Fb     2.084
 
 17   2 E   4.00 Ft     0.897
        M   4.00 Fb     2.314
 
 18   2 E   4.00 Ft     0.832
        M   4.00 Fb     2.544
 
 19   2 E   4.00 Ft     0.766
        M   4.00 Fb     2.774
 
 20   2 E   4.00 Ft     0.701
        M   4.00 Fb     3.004
 
 21   2 E   4.00 Ft     0.635
        M   4.00 Fb     3.234
 
 22   2 E   2.00 Ft     0.556
        M   2.00 Fb     3.475
 
 23   2 E   2.00 Ft     0.477
        M   2.00 Fb     3.716
 
 24   2 E   2.00 Ft     0.397
        M   2.00 Fb     3.957
 
 25   2 E   2.00 Ft     0.318
        M   2.00 Fb     4.198
 
 26   2 E   2.00 Ft     0.239
        M   2.00 Fb     4.439
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 141.33            Release Length, ft: 141.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  52
No. of strands, Draped:  10           No. of strands, Straight:  42
Concrete Strength, f'ci:   7.5  ksi        f'c:   8.5 ksi  f'ct   4.0 ksi
Initial losses:  9.31 %               Final losses: 13.77 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.439     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.238       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 15260.94    12894.48     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   1.002     Midspan    1.800   0.260     Midspan
    Pre.Top:   5.100   4.087     Midspan    3.825   3.437     Midspan
    Pre.Bot:   5.100   3.589    Transfer    3.825   3.704    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.554   0.030     Bearing
    Pre.Bot:  -0.554  -0.390     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.400   2.101     Midspan
    Pre.Bot:                                                             3.400   1.780    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  70.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.041  1.80     12.674  2.20     15.491
Self Wt.       :      -3.198  1.85     -5.917  2.40     -7.676
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          :       3.843            6.758            7.815
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  3.50 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  140.00
     DC  Line       0.076      0.00       0.076  140.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    50.00 
      0.25    90.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 141.330 ft
Release length = 141.330 ft
Design  length = 140.000 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)  : 0.690   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.914   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.006   (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           1409.9 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           938280 in4#
Ht. of c.g.           =        28.75 in             45.22 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1645.9 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7798

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    13.47    27.60    41.73    55.87    70.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    818.5    857.4    857.4    857.4    857.4    857.4    857.4    857.4
  Yb      ,  in    28.55    27.88    27.88    27.76    27.60    27.44    27.36    27.36
  MI(Ixx) , in4   425062   433199   433372   436448   441209   446679   449681   449681
Composite: (At Final, using Ec =  5471.1 ksi )
  Area    , in2   1420.4   1457.4   1457.4   1457.4   1457.4   1457.4   1457.4   1457.4
  Yb      ,  in    44.99    44.20    44.19    44.12    44.04    43.95    43.90    43.90
  MI(Ixx) , in4   948248   983406   983761   989853   998658  1008157  1013166  1013166

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.50 ksi           4.00 ksi
  Elasticity         =    5471.07 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.10 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.83 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.55 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  52 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 49.47 ft from member end )
END PATTERN (Ycg = 14.46 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     6 @  8.000 in
     2 @ 52.000 in     2 @ 54.000 in     2 @ 56.000 in     2 @ 58.000 in
     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.85 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     6 @  8.000 in

 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =   11.28 in2      Initial Pull          =     2211.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.393 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.241 ft
Holddown Force        =  35.704 kips     Beam Shrtng (PL/AE)   =      0.833 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)       
---------------------------------------------------------------------------------------
      7352.663         740 5440.971     29.349 118864.680  1824.950     894.610        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     12.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      12.9167     24.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.9167     43.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      43.6670     97.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      97.6631    116.4134    Yes
      2      US#5[M16]       60.00        0.62      12.00     116.4134    128.4134    Yes
      2      US#5[M16]       60.00        0.62       9.00     128.4134    134.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     134.4134    134.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     134.9550    139.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     139.9550    140.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     140.2050    140.4550     No
      2      US#6[M19]       60.00        0.88       3.00     140.4550    140.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     140.7050    140.9550     No
      2      US#6[M19]       60.00        0.88       3.00     140.9550    141.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     141.2050    141.3300     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 141.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 11.2840 in2       Ycg =  4.85 in
         P_init    =     2211.9 kips  Ecc = 23.90 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.25 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.361 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.06 ksi    0.00 ksi
    due to Composite Loads                                 -2.71 ksi    0.00 ksi
    due to Live Loads                                      -7.01 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        16.11 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.25 ksi  ( 9.31 %)             8.79 ksi ( 4.48 %)
Total Prestress Losses                                    27.03 ksi (13.79 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   13.47   27.60   41.73   55.87   70.00
Self wt.  : M       0.0   135.2   171.1   716.6  1304.6  1724.6  1976.6  2060.6
(Max)       V      58.9    56.9    56.4    47.5    35.7    23.8    11.9     0.0
DL-Prec.  : M       0.0    17.9    22.6    94.7   172.4   228.0   261.3   272.4
DC(Max)     V       7.8     7.5     7.5     6.3     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
Deck +    : M       0.0   129.4   163.7   685.8  1248.4  1650.3  1891.4  1971.8
Haunch (Max)V      56.3    54.5    53.9    45.5    34.1    22.7    11.4     0.0
Diaphragm : M       0.0     0.6     0.7     3.4     6.9    10.4    12.5    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    47.6    60.2   252.2   459.1   607.0   695.6   725.2
DC(Max)     V      20.7    20.0    19.8    16.7    12.6     8.4     4.2     0.0
DL-Comp   : M       0.0    26.3    33.2   139.2   253.4   334.9   383.9   400.2
DW(Max)     V      11.4    11.1    10.9     9.2     6.9     4.6     2.3     0.0
LL + I    : M+      0.0   245.5   310.6  1296.1  2344.9  3074.9  3510.7  3638.0
            V     135.0   131.9   131.0   116.7    98.0    79.2    53.0    34.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   135.0   131.9   131.0   116.8    99.5    83.1    67.6    53.0
            M       0.0   242.2   306.1  1250.8  2183.8  2757.9  3003.6  2951.1
Total     : M+      0.0   602.3   762.1  3188.0  5789.8  7630.0  8731.9  9080.6
            V     290.4   282.1   279.8   242.3   192.2   142.1    84.3    34.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   290.4   282.1   279.8   242.4   193.8   146.0    99.0    53.0
            M       0.0   599.0   757.6  3142.7  5628.7  7313.1  8224.8  8393.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    84.13   98.27  112.40  126.53  137.03  137.66  140.00
Self wt.  : M    1976.6  1724.6  1304.6   716.6   171.1   135.2     0.0
(Max)       V      11.9    23.8    35.7    47.5    56.4    56.9    58.9
DL-Prec.  : M     261.3   228.0   172.4    94.7    22.6    17.9     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     7.5     7.5     7.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1891.4  1650.3  1248.4   685.8   163.7   129.4     0.0
Haunch (Max)V      11.4    22.7    34.1    45.5    53.9    54.5    56.3
Diaphragm : M      12.5    10.4     6.9     3.4     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     695.6   607.0   459.1   252.2    60.2    47.6     0.0
DC(Max)     V       4.2     8.4    12.6    16.7    19.8    20.0    20.7
DL-Comp   : M     383.9   334.9   253.4   139.2    33.2    26.3     0.0
DW(Max)     V       2.3     4.6     6.9     9.2    10.9    11.1    11.4
LL + I    : M+   3510.7  3074.9  2344.9  1296.1   310.6   245.5     0.0
            V      53.0    79.2    98.0   116.7   131.0   131.9   135.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    67.6    83.1    99.5   116.8   131.0   131.9   135.0
            M    3003.6  2757.9  2183.8  1250.8   306.1   242.2    -0.0
Total     : M+   8731.9  7630.0  5789.8  3188.0   762.1   602.3     0.0
            V      84.3   142.1   192.2   242.3   279.8   282.1   290.4
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    99.0   146.0   193.8   242.4   279.8   282.1   290.4
            M    8224.8  7313.1  5628.7  3142.7   757.6   599.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               58.9             58.9
Deck+Haunch            56.3             56.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.8              7.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          103.6            103.6
DL-Comp.(DW)           57.2             57.2
Live                  112.0            112.0
        Truck          67.2             67.2
        Lane           44.8             44.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   13.47   27.60   41.73   55.87   70.00
Self wt.  : M       0.0   135.2   171.1   716.6  1304.6  1724.6  1976.6  2060.6
(Max)       V      58.9    56.9    56.4    47.5    35.7    23.8    11.9     0.0
DL-Prec.  : M       0.0    17.9    22.6    94.7   172.4   228.0   261.3   272.4
DC(Max)     V       7.8     7.5     7.5     6.3     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
Deck +    : M       0.0   129.4   163.7   685.8  1248.4  1650.3  1891.4  1971.8
Haunch (Max)V      56.3    54.5    53.9    45.5    34.1    22.7    11.4     0.0
Diaphragm : M       0.0     0.6     0.7     3.4     6.9    10.4    12.5    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    47.6    60.2   252.2   459.1   607.0   695.6   725.2
DC(Max)     V      20.7    20.0    19.8    16.7    12.6     8.4     4.2     0.0
DL-Comp   : M       0.0    26.3    33.2   139.2   253.4   334.9   383.9   400.2
DW(Max)     V      11.4    11.1    10.9     9.2     6.9     4.6     2.3     0.0
LL + I    : M+      0.0   196.4   248.5  1036.9  1875.9  2459.9  2808.5  2910.4
            V     108.0   105.5   104.8    93.4    78.4    63.4    42.4    27.4
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   108.0   105.5   104.8    93.5    79.6    66.5    54.1    42.4
            M       0.0   193.7   244.8  1000.7  1747.1  2206.3  2402.9  2360.9
Total     : M+      0.0   553.2   700.0  2928.8  5320.8  7015.1  8029.8  8353.0
            V     263.4   255.7   253.6   218.9   172.6   126.3    73.7    27.4
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   263.4   255.7   253.6   219.0   173.9   129.4    85.4    42.4
            M       0.0   550.5   696.4  2892.5  5191.9  6761.5  7624.1  7803.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    84.13   98.27  112.40  126.53  137.03  137.66  140.00
Self wt.  : M    1976.6  1724.6  1304.6   716.6   171.1   135.2     0.0
(Max)       V      11.9    23.8    35.7    47.5    56.4    56.9    58.9
DL-Prec.  : M     261.3   228.0   172.4    94.7    22.6    17.9     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     7.5     7.5     7.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1891.4  1650.3  1248.4   685.8   163.7   129.4     0.0
Haunch (Max)V      11.4    22.7    34.1    45.5    53.9    54.5    56.3
Diaphragm : M      12.5    10.4     6.9     3.4     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     695.6   607.0   459.1   252.2    60.2    47.6     0.0
DC(Max)     V       4.2     8.4    12.6    16.7    19.8    20.0    20.7
DL-Comp   : M     383.9   334.9   253.4   139.2    33.2    26.3     0.0
DW(Max)     V       2.3     4.6     6.9     9.2    10.9    11.1    11.4
LL + I    : M+   2808.5  2459.9  1875.9  1036.9   248.5   196.4     0.0
            V      42.4    63.4    78.4    93.4   104.8   105.5   108.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    54.1    66.5    79.6    93.5   104.8   105.5   108.0
            M    2402.9  2206.3  1747.1  1000.7   244.8   193.7    -0.0
Total     : M+   8029.8  7015.0  5320.8  2928.8   700.0   553.2     0.0
            V      73.7   126.3   172.6   218.9   253.6   255.7   263.4
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    85.4   129.4   173.9   219.0   253.6   255.7   263.4
            M    7624.1  6761.5  5191.9  2892.5   696.4   550.5    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   13.47   27.60   41.73   55.87   70.00
Self wt.  : M       0.0   169.0   213.8   895.8  1630.7  2155.7  2470.7  2575.7
(Max)       V      73.6    71.1    70.5    59.4    44.6    29.7    14.9     0.0
Self wt.  : M       0.0   121.7   154.0   645.0  1174.1  1552.1  1778.9  1854.5
(Min)       V      53.0    51.2    50.7    42.8    32.1    21.4    10.7     0.0
DL-Prec.  : M       0.0    22.3    28.3   118.4   215.6   284.9   326.6   340.5
DC(Max)     V       9.7     9.4     9.3     7.9     5.9     3.9     2.0     0.0
DL-Prec.  : M       0.0    16.1    20.4    85.3   155.2   205.2   235.1   245.1
DC(Min)     V       7.0     6.8     6.7     5.7     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   161.7   204.6   857.2  1560.5  2062.9  2364.3  2464.8
Haunch (Max)V      70.4    68.1    67.4    56.9    42.7    28.4    14.2     0.0
Deck +    : M       0.0   116.4   147.3   617.2  1123.6  1485.3  1702.3  1774.6
Haunch (Min)V      50.7    49.0    48.6    40.9    30.7    20.5    10.2     0.0
Diaphragm : M       0.0     0.7     0.9     4.2     8.6    13.0    15.6    15.6
(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     3.0     6.2     9.4    11.3    11.3
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    59.5    75.3   315.3   573.9   758.7   869.5   906.5
DC(Max)     V      25.9    25.0    24.8    20.9    15.7    10.5     5.2     0.0
DL-Comp   : M       0.0    42.8    54.2   227.0   413.2   546.3   626.1   652.7
DC(Min)     V      18.6    18.0    17.9    15.1    11.3     7.5     3.8     0.0
DL-Comp   : M       0.0    39.4    49.8   208.8   380.0   502.4   575.8   600.3
DW(Max)     V      17.2    16.6    16.4    13.9    10.4     6.9     3.5     0.0
DL-Comp   : M       0.0    17.1    21.6    90.5   164.7   217.7   249.5   260.1
DW(Min)     V       7.4     7.2     7.1     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   429.6   543.5  2268.2  4103.6  5381.1  6143.7  6366.4
            V     236.3   230.8   229.3   204.3   171.5   138.7    92.8    60.0
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   236.3   230.8   229.3   204.5   174.2   145.5   118.4    92.8
            M       0.0   423.8   535.6  2189.0  3821.7  4826.4  5256.3  5164.5
Total     : M+      0.0   882.1  1116.3  4667.8  8473.0 11158.7 12766.2 13269.7
            V     433.4   421.3   418.0   363.5   291.0   218.5   132.5    60.0
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   433.4   421.3   418.1   363.7   293.7   225.3   158.1    92.8
            M       0.0   876.4  1108.4  4588.6  8191.1 10604.0 11878.8 12067.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    84.13   98.27  112.40  126.53  137.03  137.66  140.00
Self wt.  : M    2470.7  2155.7  1630.7   895.8   213.8   169.0     0.0
(Max)       V      14.9    29.7    44.6    59.4    70.5    71.1    73.6
Self wt.  : M    1778.9  1552.1  1174.1   645.0   154.0   121.7     0.0
(Min)       V      10.7    21.4    32.1    42.8    50.7    51.2    53.0
DL-Prec.  : M     326.6   284.9   215.6   118.4    28.3    22.3     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.3     9.4     9.7
DL-Prec.  : M     235.1   205.2   155.2    85.3    20.4    16.1     0.0
DC(Min)     V       1.4     2.8     4.2     5.7     6.7     6.8     7.0
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    2364.3  2062.9  1560.5   857.2   204.6   161.7     0.0
Haunch (Max)V      14.2    28.4    42.7    56.9    67.4    68.1    70.4
Deck +    : M    1702.3  1485.3  1123.6   617.2   147.3   116.4     0.0
Haunch (Min)V      10.2    20.5    30.7    40.9    48.6    49.0    50.7
Diaphragm : M      15.6    13.0     8.6     4.2     0.9     0.7     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      11.3     9.4     6.2     3.0     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     869.5   758.7   573.9   315.3    75.3    59.5     0.0
DC(Max)     V       5.2    10.5    15.7    20.9    24.8    25.0    25.9
DL-Comp   : M     626.1   546.3   413.2   227.0    54.2    42.8     0.0
DC(Min)     V       3.8     7.5    11.3    15.1    17.9    18.0    18.6
DL-Comp   : M     575.8   502.4   380.0   208.8    49.8    39.4     0.0
DW(Max)     V       3.5     6.9    10.4    13.9    16.4    16.6    17.2
DL-Comp   : M     249.5   217.7   164.7    90.5    21.6    17.1     0.0
DW(Min)     V       1.5     3.0     4.5     6.0     7.1     7.2     7.4
LL + I    : M+   6143.7  5381.1  4103.6  2268.2   543.5   429.6     0.0
            V      92.8   138.7   171.5   204.3   229.3   230.8   236.3
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   118.4   145.5   174.2   204.5   229.3   230.8   236.3
            M    5256.3  4826.4  3821.7  2189.0   535.6   423.8    -0.0
Total     : M+  12766.2 11158.7  8473.0  4667.8  1116.3   882.1     0.0
            V     132.5   218.5   291.0   363.5   418.0   421.3   433.4
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   158.1   225.3   293.7   363.7   418.1   421.3   433.4
            M   11878.8 10604.0  8191.1  4588.6  1108.4   876.4    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               73.6             73.6
Deck+Haunch            70.4             70.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            9.7              9.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          129.5            129.5
DL-Comp.(DW)           85.8             85.8
Live                  196.0            196.0
        Truck         117.6            117.6
        Lane           78.4             78.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   13.47   27.60   41.73   55.87   70.00
Self wt.  : M       0.0   135.2   171.1   716.6  1304.6  1724.6  1976.6  2060.6
(Max)       V      58.9    56.9    56.4    47.5    35.7    23.8    11.9     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    17.9    22.6    94.7   172.4   228.0   261.3   272.4
DC(Max)     V       7.8     7.5     7.5     6.3     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
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   129.4   163.7   685.8  1248.4  1650.3  1891.4  1971.8
Haunch (Max)V      56.3    54.5    53.9    45.5    34.1    22.7    11.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.7     3.4     6.9    10.4    12.5    12.5
(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    47.6    60.2   252.2   459.1   607.0   695.6   725.2
DC(Max)     V      20.7    20.0    19.8    16.7    12.6     8.4     4.2     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    26.3    33.2   139.2   253.4   334.9   383.9   400.2
DW(Max)     V      11.4    11.1    10.9     9.2     6.9     4.6     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   229.7   290.5  1201.9  2143.3  2802.7  3162.4  3194.4
            V     126.9   124.3   123.6   112.3    97.7    73.6    59.0    44.4
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   126.9   124.3   123.6   112.3    97.7    83.1    68.5    53.9
            M       0.0   229.7   290.5  1201.9  2143.3  2756.9  3042.9  3001.2
Total     : M+      0.0   586.5   742.1  3093.8  5588.1  7357.9  8383.7  8637.0
            V     282.3   274.6   272.5   237.8   191.9   136.5    90.4    44.4
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   282.3   274.6   272.5   237.8   191.9   146.0    99.8    53.9
            M       0.0   586.5   742.1  3093.8  5588.1  7312.1  8264.2  8443.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    84.13   98.27  112.40  126.53  137.03  137.66  140.00
Self wt.  : M    1976.6  1724.6  1304.6   716.6   171.1   135.2     0.0
(Max)       V      11.9    23.8    35.7    47.5    56.4    56.9    58.9
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     261.3   228.0   172.4    94.7    22.6    17.9     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     7.5     7.5     7.8
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    1891.4  1650.3  1248.4   685.8   163.7   129.4     0.0
Haunch (Max)V      11.4    22.7    34.1    45.5    53.9    54.5    56.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      12.5    10.4     6.9     3.4     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     695.6   607.0   459.1   252.2    60.2    47.6     0.0
DC(Max)     V       4.2     8.4    12.6    16.7    19.8    20.0    20.7
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     383.9   334.9   253.4   139.2    33.2    26.3     0.0
DW(Max)     V       2.3     4.6     6.9     9.2    10.9    11.1    11.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   3162.4  2802.7  2143.3  1201.9   290.5   229.7     0.0
            V      59.0    73.6    97.7   112.3   123.6   124.3   126.9
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    68.5    83.1    97.7   112.3   123.6   124.3   126.9
            M    3042.9  2756.9  2143.3  1201.9   290.5   229.7     0.0
Total     : M+   8383.7  7357.9  5588.1  3093.8   742.1   586.5     0.0
            V      90.4   136.5   191.9   237.8   272.5   274.6   282.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    99.8   146.0   191.9   237.8   272.5   274.6   282.3
            M    8264.2  7312.1  5588.1  3093.8   742.1   586.5     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   14.13   28.27   42.40   56.53   70.67   49.47
 
Beam-Self
Precast-top    0.170   0.733   1.294   1.685   1.917   1.997   1.820 
Bottom        -0.135  -0.577  -1.009  -1.300  -1.472  -1.533  -1.401 
 
Prestress
Precast-top    0.069  -0.286  -0.727  -1.157  -1.367  -1.367  -1.367 
Bottom         4.574   4.837   5.157   5.462   5.609   5.609   5.609 
 
Total
Precast-top    0.238   0.447   0.567   0.529   0.551   0.631   0.454 
Bottom         4.439   4.260   4.149   4.162   4.137   4.076   4.208 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.05 %)
             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   13.47   27.60   41.73   55.87   70.00
 
Prestress
Precast-top    0.030   0.060   0.042  -0.248  -0.632  -1.006  -1.188  -1.188
Bottom         0.928   3.977   3.990   4.206   4.484   4.750   4.877   4.877
 
Self wt.
Precast-top   -0.000   0.131   0.166   0.694   1.256   1.648   1.880   1.960
Bottom        -0.000  -0.104  -0.132  -0.547  -0.979  -1.271  -1.443  -1.504
 
DL-Prec (DC)
Precast-top   -0.000   0.017   0.022   0.092   0.166   0.218   0.249   0.259
Bottom        -0.000  -0.014  -0.017  -0.072  -0.129  -0.168  -0.191  -0.199
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.003   0.007   0.010   0.012   0.012
Bottom        -0.000  -0.000  -0.001  -0.003  -0.005  -0.008  -0.009  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.126   0.159   0.664   1.202   1.577   1.799   1.876
Bottom        -0.000  -0.100  -0.126  -0.523  -0.937  -1.216  -1.381  -1.439
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.065   0.117   0.154   0.176   0.183
Precast-top   -0.000   0.011   0.014   0.058   0.105   0.138   0.157   0.164
Bottom        -0.000  -0.026  -0.032  -0.135  -0.243  -0.317  -0.362  -0.377
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.009   0.036   0.065   0.085   0.097   0.101
Precast-top   -0.000   0.006   0.008   0.032   0.058   0.076   0.087   0.091
Bottom        -0.000  -0.014  -0.018  -0.074  -0.134  -0.175  -0.200  -0.208
 
LL+I(+)
Topping-top   -0.000   0.063   0.080   0.332   0.598   0.779   0.887   0.919
Precast-top   -0.000   0.056   0.071   0.297   0.534   0.697   0.794   0.823
Bottom        -0.000  -0.132  -0.167  -0.693  -1.241  -1.608  -1.825  -1.892
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.082   0.104   0.433   0.780   1.018   1.159   1.203 
Precast-top    0.030   0.408   0.483   1.592   2.696   3.357   3.789   3.995 
Bottom         0.928   3.586   3.496   2.158   0.816  -0.015  -0.533  -0.751 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.024   0.100   0.182   0.239   0.273   0.284 
Precast-top    0.030   0.352   0.412   1.295   2.161   2.660   2.995   3.173 
Bottom         0.928   3.719   3.663   2.851   2.057   1.594   1.292   1.140 
 

 
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   14.13   28.27   42.40   56.53   70.67   49.47
 
Beam-Self
Precast-top    0.170   0.733   1.294   1.685   1.917   1.997   1.820 
Bottom        -0.135  -0.577  -1.009  -1.300  -1.472  -1.533  -1.401 
 
Prestress
Precast-top    0.069  -0.286  -0.727  -1.157  -1.367  -1.367  -1.367 
Bottom         4.574   4.837   5.157   5.462   5.609   5.609   5.609 
 
Total
Precast-top    0.238   0.447   0.567   0.529   0.551   0.631   0.454 
Bottom         4.439   4.260   4.149   4.162   4.137   4.076   4.208 
 
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 = 13.05 %)
             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   13.47   27.60   41.73   55.87   70.00
 
Prestress
Precast-top    0.030   0.060   0.042  -0.248  -0.632  -1.006  -1.188  -1.188
Bottom         0.928   3.977   3.990   4.206   4.484   4.750   4.877   4.877
 
Self wt.
Precast-top   -0.000   0.131   0.166   0.694   1.256   1.648   1.880   1.960
Bottom        -0.000  -0.104  -0.132  -0.547  -0.979  -1.271  -1.443  -1.504
 
DL-Prec (DC)
Precast-top   -0.000   0.017   0.022   0.092   0.166   0.218   0.249   0.259
Bottom        -0.000  -0.014  -0.017  -0.072  -0.129  -0.168  -0.191  -0.199
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.003   0.007   0.010   0.012   0.012
Bottom        -0.000  -0.000  -0.001  -0.003  -0.005  -0.008  -0.009  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.126   0.159   0.664   1.202   1.577   1.799   1.876
Bottom        -0.000  -0.100  -0.126  -0.523  -0.937  -1.216  -1.381  -1.439
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.065   0.117   0.154   0.176   0.183
Precast-top   -0.000   0.011   0.014   0.058   0.105   0.138   0.157   0.164
Bottom        -0.000  -0.026  -0.032  -0.135  -0.243  -0.317  -0.362  -0.377
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.009   0.036   0.065   0.085   0.097   0.101
Precast-top   -0.000   0.006   0.008   0.032   0.058   0.076   0.087   0.091
Bottom        -0.000  -0.014  -0.018  -0.074  -0.134  -0.175  -0.200  -0.208
 
LL+I(+)
Topping-top   -0.000   0.051   0.064   0.266   0.478   0.623   0.709   0.735
Precast-top   -0.000   0.045   0.057   0.237   0.427   0.558   0.635   0.658
Bottom        -0.000  -0.106  -0.134  -0.555  -0.993  -1.287  -1.460  -1.513
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.070   0.088   0.366   0.660   0.862   0.982   1.019 
Precast-top    0.030   0.397   0.469   1.532   2.589   3.218   3.631   3.831 
Bottom         0.928   3.613   3.529   2.296   1.064   0.307  -0.168  -0.373 
 

 
 
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   13.47   27.60   41.73   55.87   70.00
F_LL+I(+)
Topping-top   -0.000   0.059   0.075   0.308   0.547   0.710   0.799   0.807
Precast-top   -0.000   0.053   0.067   0.275   0.488   0.636   0.715   0.723
Bottom        -0.000  -0.124  -0.157  -0.643  -1.134  -1.466  -1.644  -1.661
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.069   0.087   0.358   0.637   0.830   0.935   0.949 
Precast-top    0.015   0.229   0.273   0.923   1.569   1.966   2.213   2.309 
Bottom         0.464   1.735   1.675   0.783  -0.106  -0.669  -0.998  -1.091 
 

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
    433.4    6.5   66.7    1.345   6.9   6.00e-3 50.0    440.2     1.590    3.520      0.00
      0.0    1.3   66.0     41.9 0.130      34.5 0.87    12.00     0.120    1.907 
Transfer:   3.00
    421.3    6.5   66.7    6.070  31.0  -0.09e-3 28.7    240.5     0.413    1.760      0.00
    876.4    5.9   63.7    189.0 0.124     196.6 5.15    24.00     0.120    1.946 
Critical:   5.93
    406.0    6.5   66.7    7.146  31.0  -0.15e-3 28.5    215.8     0.371    1.760      0.00
   1881.5    7.1   63.1    189.0 0.120     204.2 5.40    24.00     0.120    2.002 
0.1L    :  14.13
    363.7    6.5   66.7    9.114  31.0  -0.12e-3 28.6    178.8     0.317    0.620      0.00
   4588.6   10.4   61.5    189.0 0.110     194.3 5.28    24.00     0.120    1.424 
0.2L    :  28.27
    293.7    6.5   62.3   11.284  31.0  -0.04e-3 28.9    126.7     0.245    0.496      0.00
   8191.1   10.4   57.1    189.0 0.094     168.6 4.93    24.00     0.120    1.398 
0.3L    :  42.40
    225.3    6.5   65.0   11.284  31.0   0.59e-3 31.1    100.1     0.202    0.496      0.00
  10604.0   10.5   59.8    189.0 0.066     119.2 3.33    24.00     0.120    1.583 
0.4L    :  56.53
    158.1    6.5   66.4   11.284   0.0   1.11e-3 32.9     79.7     0.168    0.413      0.00
  11878.8   10.5   61.2    189.0 0.052      96.0 2.62    24.00     0.120    1.659 
0.5L    :  70.67
     92.8    6.5   66.4   11.284   0.0   1.02e-3 32.6      3.5     0.120    0.413      0.00
  12067.8   10.5   61.2    189.0 0.031      99.6 2.72    24.00     0.120    2.884 
0.6L    :  84.80
    158.1    6.5   66.4   11.284   0.0   1.11e-3 32.9     79.7     0.168    0.413      0.00
  11878.8   10.5   61.2    189.0 0.052      96.0 2.62    24.00     0.120    1.659 
0.7L    :  98.93
    225.3    6.5   65.0   11.284  31.0   0.59e-3 31.1    100.1     0.202    0.496      0.00
  10604.0   10.5   59.8    189.0 0.066     119.2 3.33    24.00     0.120    1.583 
0.8L    : 113.06
    293.7    6.5   62.3   11.284  31.0  -0.04e-3 28.9    126.7     0.245    0.496      0.00
   8191.1   10.4   57.1    189.0 0.094     168.6 4.93    24.00     0.120    1.398 
0.9L    : 127.20
    363.7    6.5   66.7    9.114  31.0  -0.12e-3 28.6    178.8     0.317    0.620      0.00
   4588.6   10.4   61.5    189.0 0.110     194.3 5.28    24.00     0.120    1.424 
Critical: 135.40
    406.0    6.5   66.7    7.146  31.0  -0.15e-3 28.5    215.8     0.371    1.760      0.00
   1881.5    7.1   63.1    189.0 0.120     204.2 5.40    24.00     0.120    2.002 
Transfer: 138.33
    421.3    6.5   66.7    6.070  31.0  -0.09e-3 28.7    240.5     0.413    1.760      0.00
    876.4    5.9   63.7    189.0 0.124     196.6 5.15    24.00     0.120    1.946 
Bearing : 140.67
    433.4    6.5   66.7    1.345   6.9   6.00e-3 50.0    440.2     1.590    3.520      0.00
      0.0    1.3   66.0     41.9 0.130      34.5 0.87    12.00     0.120    1.907 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 2211.89
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    4.42
 
 
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
    433.4      7.30     66.68    1.35       66.01    24.00      0.300      1.682      0.000      3.520 
Transfer:      2.33
    421.3      7.35     66.68    5.91       63.72    24.00      0.300      1.699      0.000      1.760 
Critical:      5.26
    406.2      7.15     66.68    7.07       63.14    24.00      0.300      1.633      0.000      1.760 
0.1L    :     13.47
    363.7      6.57     66.68   10.37       61.49    24.00      0.300      1.441      0.000      0.620 
0.2L    :     27.60
    293.7      5.72     62.28   10.43       57.07    24.00      0.300      1.156      0.000      0.496 
0.3L    :     41.73
    225.3      4.19     65.03   10.48       59.79    24.00      0.300      0.645      0.000      0.496 
0.4L    :     55.87
    158.1      2.87     66.40   10.51       61.15    24.00      0.300      0.208      0.000      0.413 
0.5L    :     70.00
     92.8      1.69     66.40   10.51       61.15    24.00      0.300      0.000      0.000      0.413 
0.6L    :     84.13
    158.1      2.87     66.40   10.51       61.15    24.00      0.300      0.208      0.000      0.413 
0.7L    :     98.27
    225.3      4.19     65.03   10.48       59.79    24.00      0.300      0.645      0.000      0.496 
0.8L    :    112.40
    293.7      5.72     62.28   10.43       57.07    24.00      0.300      1.156      0.000      0.496 
0.9L    :    126.53
    363.7      6.57     66.68   10.37       61.49    24.00      0.300      1.441      0.000      0.620 
Critical:    134.74
    406.2      7.15     66.68    7.07       63.14    24.00      0.300      1.633      0.000      1.760 
Transfer:    137.66
    421.3      7.35     66.68    5.91       63.72    24.00      0.300      1.699      0.000      1.760 
Bearing :    140.00
    433.4      7.30     66.68    1.35       66.01    24.00      0.300      1.682      0.000      3.520 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 13.47 ft
Prestress      :       2.507  1.80      4.512  2.20      5.515
Self Wt.       :      -1.034  1.85     -1.914  2.40     -2.483
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          :       1.472            2.599            3.032
 
At 0.2 x L = 27.60 ft
Prestress      :       4.490  1.80      8.082  2.20      9.878
Self Wt.       :      -1.936  1.85     -3.581  2.40     -4.646
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.554            4.501            5.232
 
At 0.3 x L = 41.73 ft
Prestress      :       5.892  1.80     10.605  2.20     12.961
Self Wt.       :      -2.618  1.85     -4.843  2.40     -6.283
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.274            5.762            6.678
 
At 0.4 x L = 55.87 ft
Prestress      :       6.738  1.80     12.128  2.20     14.824
Self Wt.       :      -3.046  1.85     -5.634  2.40     -7.310
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          :       3.692            6.494            7.514
 
At 0.5 x L = 70.00 ft
Prestress      :       7.041  1.80     12.674  2.20     15.491
Self Wt.       :      -3.198  1.85     -5.917  2.40     -7.676
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          :       3.843            6.758            7.815
 
At 0.6 x L = 84.13 ft
Prestress      :       6.738  1.80     12.128  2.20     14.824
Self Wt.       :      -3.046  1.85     -5.634  2.40     -7.310
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          :       3.692            6.494            7.514
 
At 0.7 x L = 98.27 ft
Prestress      :       5.892  1.80     10.605  2.20     12.961
Self Wt.       :      -2.618  1.85     -4.843  2.40     -6.283
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.274            5.762            6.678
 
At 0.8 x L = 112.40 ft
Prestress      :       4.490  1.80      8.082  2.20      9.878
Self Wt.       :      -1.936  1.85     -3.581  2.40     -4.646
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.554            4.501            5.232
 
At 0.9 x L = 126.53 ft
Prestress      :       2.507  1.80      4.512  2.20      5.515
Self Wt.       :      -1.034  1.85     -1.914  2.40     -2.483
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          :       1.472            2.599            3.032
 

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
   882.1    57.4  7.515  260.8    7.0   5.91   8888.7  0.027T 1.00       -       -     -     -  
H/2     :   2.97
  1116.3    57.5  7.800  260.5    7.2   6.13   9216.6  0.026T 1.00       -       -     -     -  
0.1L    :  13.47
  4667.8    59.5 11.284  254.5   12.2  10.37  13190.1  0.014T 1.00  10100.9  6208.2    1.31    -  
0.2L    :  27.60
  8473.0    62.3 11.284  255.1   12.3  10.43  13876.9  0.014T 1.00  10294.9 10294.9    1.35    -  
0.3L    :  41.73
 11158.7    65.0 11.284  255.7   12.3  10.48  14564.4  0.014T 1.00  10650.4 10650.4    1.37    -  
0.4L    :  55.87
 12766.2    66.4 11.284  255.9   12.4  10.51  14908.4  0.014T 1.00  10797.6 10797.6    1.38    -  
0.5L    :  70.00
 13269.7    66.4 11.284  255.9   12.4  10.51  14908.4  0.014T 1.00  10726.7 10726.7    1.39    -  
0.6L    :  84.13
 12766.2    66.4 11.284  255.9   12.4  10.51  14908.4  0.014T 1.00  10797.6 10797.6    1.38    -  
0.7L    :  98.27
 11158.7    65.0 11.284  255.7   12.3  10.48  14564.4  0.014T 1.00  10650.4 10650.4    1.37    -  
0.8L    : 112.40
  8473.0    62.3 11.284  255.1   12.3  10.43  13876.9  0.014T 1.00  10294.9 10294.9    1.35    -  
0.9L    : 126.53
  4667.8    59.5 11.284  254.5   12.2  10.37  13190.1  0.014T 1.00  10100.9  6208.2    1.31    -  
H/2     : 137.03
  1116.3    57.5  7.800  260.5    7.2   6.13   9216.6  0.026T 1.00       -       -     -     -  
Transfer: 137.66
   882.1    57.4  7.515  260.8    7.0   5.91   8888.7  0.027T 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 1-26; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.091
        M   2.00 Fb     0.106
 
  2   2 E  60.00 Ft     0.390
        M  10.00 Fb     0.046
 
  3   2 E  58.00 Ft     0.677
        M   8.00 Fb    -0.003
 
  4   2 E  56.00 Ft     0.949
        M   6.00 Fb    -0.041
 
  5   2 E  54.00 Ft     1.207
        M   4.00 Fb    -0.068
 
  6   2 E  52.00 Ft     1.452
        M   2.00 Fb    -0.085
 
  7   2 E   8.00 Ft     1.414
        M   8.00 Fb     0.123
 
  8   2 E   8.00 Ft     1.376
        M   8.00 Fb     0.332
 
  9   2 E   8.00 Ft     1.338
        M   8.00 Fb     0.540
 
 10   2 E   6.00 Ft     1.286
        M   6.00 Fb     0.759
 
 11   2 E   6.00 Ft     1.235
        M   6.00 Fb     0.978
 
 12   2 E   6.00 Ft     1.183
        M   6.00 Fb     1.197
 
 13   2 E   6.00 Ft     1.131
        M   6.00 Fb     1.416
 
 14   2 E   6.00 Ft     1.080
        M   6.00 Fb     1.635
 
 15   2 E   6.00 Ft     1.028
        M   6.00 Fb     1.854
 
 16   2 E   4.00 Ft     0.962
        M   4.00 Fb     2.084
 
 17   2 E   4.00 Ft     0.897
        M   4.00 Fb     2.314
 
 18   2 E   4.00 Ft     0.832
        M   4.00 Fb     2.544
 
 19   2 E   4.00 Ft     0.766
        M   4.00 Fb     2.774
 
 20   2 E   4.00 Ft     0.701
        M   4.00 Fb     3.004
 
 21   2 E   4.00 Ft     0.635
        M   4.00 Fb     3.234
 
 22   2 E   2.00 Ft     0.556
        M   2.00 Fb     3.475
 
 23   2 E   2.00 Ft     0.477
        M   2.00 Fb     3.716
 
 24   2 E   2.00 Ft     0.397
        M   2.00 Fb     3.957
 
 25   2 E   2.00 Ft     0.318
        M   2.00 Fb     4.198
 
 26   2 E   2.00 Ft     0.239
        M   2.00 Fb     4.439
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 141.33            Release Length, ft: 141.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  52
No. of strands, Draped:  10           No. of strands, Straight:  42
Concrete Strength, f'ci:   7.5  ksi        f'c:   8.5 ksi  f'ct   4.0 ksi
Initial losses:  9.31 %               Final losses: 13.79 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.439     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.238       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 14908.41    13269.72     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   1.203     Midspan    1.800   0.284     Midspan
    Pre.Top:   5.100   3.995     Midspan    3.825   3.173     Midspan
    Pre.Bot:   5.100   3.586    Transfer    3.825   3.719    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.554   0.030     Bearing
    Pre.Bot:  -0.554  -0.373     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.400   2.309     Midspan
    Pre.Bot:                                                             3.400   1.735    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  70.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.041  1.80     12.674  2.20     15.491
Self Wt.       :      -3.198  1.85     -5.917  2.40     -7.676
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          :       3.843            6.758            7.815
 
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

