 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTC100 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 100 feet, girder spacing is 9.25 feet, and deck overhang width is 3 
                     feet and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) Hold-down points are at 0.4*(total length of beam)
                     (9) The beam lifting and supporting points are both assumed are 1.375 feet and 12 feet from 
                     the girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 7 ksi and 8 ksi, respectively.
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_a9f9.tmp\BTC100-0_40\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       44.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.834
Number of spans         =            1
Number of lanes         =            3
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       34.000
Bridge c/s,MI(Ixx), in4 =   2293820.50
 
SPAN DATA
---------
Precast length    , ft =    101.330
Bearing-to-bearing, ft =    100.000
Release span      , ft =    101.330
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTC    3.500    691.8   178971.0  45.00  20.74  34.00   8.125
 2               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 3               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 4               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 5               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   8.125
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      8.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5362.700        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      7.000 
Eci ,ksi      =   5131.520
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.40L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: YES
------------------------------------------------
Left Barrier Weight, klf                 0.650
Right Barrier Weight, klf                0.650
Left Curb Weight, klf                    0.000
Right Curb Weight, klf                   0.000
Left Sidewalk, klf                       0.000
Right Sidewalk, klf                      0.000
Future Wearing Surface, ksf              0.020
Sacrificial Wearing Surface, in          0.750
Stay in Place Deck Forms, klf            0.000
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.035    0.00       0.035  100.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052  100.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076  100.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  100.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087  100.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  100.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087  100.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  100.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087  100.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  100.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076  100.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   50.000
   1    2        0.500   50.000
   1    3        0.500   50.000
   1    4        0.500   50.000
   1    5        0.250   50.000
 
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  100.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  100.00   Right Barrier Weight
   1    DW Area        0.020   40.83          -       -    Future Wearing Surface
 
TEMPERATURE LOADS
-----------------
 
LIVE LOADS
----------
Live load deflection: included.
ID: Design Lane (Type: Design Lane)
ID: Design Tandem (Type: Design Tandem)
ID: Design Truck (Type: Design Truck)
 
Pedestrian Load - NONE
 

ANALYSIS DATA:
--------------
ANALYSIS PARAMETERS DATA
------------------------
 
  Truck impact:       1.330 
  Lane  impact:       1.000 
  Strength II impact: 1.330 
  Fatigue impact:     1.150 
 
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
 
  Include sacrificial deck thick in ts:                     NO   
  Is Span Post-tensioned:                                   NO   
  Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO   
  ADTT (Average Daily Truck Traffic)    :                   5000 
  Percent of the specified force effect :                   1.00 
  Apply reduction of Moment for skew:                       NO   
 
NOTE: Beam specific dead and live load DFs are printed in beam level reports.
 
LOAD FACTORS: (Table 3.4.1-1 & 3.4.1-2)
---------------------------------------
 
               Live DC(max) DC(min) DW(max) DW(min) 
----------------------------------------------------
  Service I:   1.00    1.00    1.00    1.00    1.00 
  Service III: 0.80    1.00    1.00    1.00    1.00 
  Strength I:  1.75    1.25    0.90    1.50    0.65 
  Fatigue I:   1.75    -       -       -       -    
 
 
----------
 
  Ductility Factor:  1.00 
  Redundancy Factor: 1.00 
  Importance Factor: 1.00 
 
----------------------------------------------------------------------------------------------------


PROJECT PARAMETERS DATA:
------------------------
SPAN TO DEPTH RATIO (Table 2.5.2.6.3-1):
----------------------------------------
 
  Span Computed Allowable Status 
---------------------------------
     1   0.043*     0.045 NG     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              7.00 ksi 
  Elasticity          5131.5 ksi 
  Max comp              4.55 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.63 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      8.00 ksi    4.00 ksi 
  Elasticity 5362.70 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.80 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.60 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.20 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.54 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    7.00        8.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    7.00        8.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    7.00        8.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    7.00        8.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    7.00        8.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 36 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 40.53 ft from member end )
 
END PATTERN (Ycg = 9.67 in):
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in 2 @ 38.000 in 
  2 @ 40.000 in  2 @ 42.000 in                              
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.25   0.1250   1.2500 No        
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.50   2.2500   3.0000 Yes       
       2 US#6[M19]  60.0  0.88    5.00   3.0000   3.4167 Yes       
       2 US#6[M19]  60.0  0.88    6.00   3.4167   4.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.9167  13.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  13.9167  21.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  21.9167  28.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  28.1667  73.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  73.1634  79.4134 Yes       
       2 US#5[M16]  60.0  0.62   12.00  79.4134  87.4134 Yes       
       2 US#5[M16]  60.0  0.62    9.00  87.4134  96.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00  96.4134  97.9134 Yes       
       2 US#6[M19]  60.0  0.88    5.00  97.9134  98.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50  98.3301  99.0801 Yes       
       2 US#6[M19]  60.0  0.88    3.00  99.0801 100.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 100.0801 101.2051 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 101.3300       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:
 36 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 40.53 ft from member end )
 
END PATTERN (Ycg = 9.67 in):
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in 2 @ 38.000 in 
  2 @ 40.000 in  2 @ 42.000 in                              
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.25   0.1250   1.2500 No        
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.50   2.2500   3.0000 Yes       
       2 US#6[M19]  60.0  0.88    5.00   3.0000   3.4167 Yes       
       2 US#6[M19]  60.0  0.88    6.00   3.4167   4.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.9167  13.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  13.9167  21.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  21.9167  28.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  28.1667  73.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  73.1634  79.4134 Yes       
       2 US#5[M16]  60.0  0.62   12.00  79.4134  87.4134 Yes       
       2 US#5[M16]  60.0  0.62    9.00  87.4134  96.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00  96.4134  97.9134 Yes       
       2 US#6[M19]  60.0  0.88    5.00  97.9134  98.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50  98.3301  99.0801 Yes       
       2 US#6[M19]  60.0  0.88    3.00  99.0801 100.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 100.0801 101.2051 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 101.3300       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:
 36 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 40.53 ft from member end )
 
END PATTERN (Ycg = 9.67 in):
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in 2 @ 38.000 in 
  2 @ 40.000 in  2 @ 42.000 in                              
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.25   0.1250   1.2500 No        
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.50   2.2500   3.0000 Yes       
       2 US#6[M19]  60.0  0.88    5.00   3.0000   3.4167 Yes       
       2 US#6[M19]  60.0  0.88    6.00   3.4167   4.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.9167  13.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  13.9167  21.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  21.9167  28.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  28.1667  73.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  73.1634  79.4134 Yes       
       2 US#5[M16]  60.0  0.62   12.00  79.4134  87.4134 Yes       
       2 US#5[M16]  60.0  0.62    9.00  87.4134  96.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00  96.4134  97.9134 Yes       
       2 US#6[M19]  60.0  0.88    5.00  97.9134  98.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50  98.3301  99.0801 Yes       
       2 US#6[M19]  60.0  0.88    3.00  99.0801 100.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 100.0801 101.2051 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 101.3300       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:
 36 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 40.53 ft from member end )
 
END PATTERN (Ycg = 9.67 in):
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in 2 @ 38.000 in 
  2 @ 40.000 in  2 @ 42.000 in                              
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.25   0.1250   1.2500 No        
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.50   2.2500   3.0000 Yes       
       2 US#6[M19]  60.0  0.88    5.00   3.0000   3.4167 Yes       
       2 US#6[M19]  60.0  0.88    6.00   3.4167   4.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.9167  13.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  13.9167  21.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  21.9167  28.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  28.1667  73.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  73.1634  79.4134 Yes       
       2 US#5[M16]  60.0  0.62   12.00  79.4134  87.4134 Yes       
       2 US#5[M16]  60.0  0.62    9.00  87.4134  96.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00  96.4134  97.9134 Yes       
       2 US#6[M19]  60.0  0.88    5.00  97.9134  98.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50  98.3301  99.0801 Yes       
       2 US#6[M19]  60.0  0.88    3.00  99.0801 100.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 100.0801 101.2051 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 101.3300       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:
 36 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 40.53 ft from member end )
 
END PATTERN (Ycg = 9.67 in):
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in 2 @ 38.000 in 
  2 @ 40.000 in  2 @ 42.000 in                              
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.25   0.1250   1.2500 No        
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.50   2.2500   3.0000 Yes       
       2 US#6[M19]  60.0  0.88    5.00   3.0000   3.4167 Yes       
       2 US#6[M19]  60.0  0.88    6.00   3.4167   4.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.9167  13.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  13.9167  21.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  21.9167  28.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  28.1667  73.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  73.1634  79.4134 Yes       
       2 US#5[M16]  60.0  0.62   12.00  79.4134  87.4134 Yes       
       2 US#5[M16]  60.0  0.62    9.00  87.4134  96.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00  96.4134  97.9134 Yes       
       2 US#6[M19]  60.0  0.88    5.00  97.9134  98.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50  98.3301  99.0801 Yes       
       2 US#6[M19]  60.0  0.88    3.00  99.0801 100.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 100.0801 101.2051 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 101.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  100.00
     DC  Line       0.052      0.00       0.052  100.00
     DC  Line       0.076      0.00       0.076  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.330 ft
Release length = 101.330 ft
Design  length = 100.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.703   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.942   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.037   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 1
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        691.8 in2           1306.5 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           447393 in4#
Ht. of c.g.           =        20.74 in             34.17 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1525.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7955

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     9.47    19.60    29.73    39.87    50.00
 
Precast: (At Release, using Ec =  5131.5 ksi )
  Area    , in2    699.7    727.4    726.0    727.4    727.4    727.4    727.4    727.4
  Yb      ,  in    20.61    20.18    20.20    20.13    20.05    19.98    19.90    19.90
  MI(Ixx) , in4   179944   183459   183281   184320   185672   187177   188834   188834
Composite: (At Final, using Ec =  5362.7 ksi )
  Area    , in2   1313.9   1340.2   1338.8   1340.2   1340.2   1340.2   1340.2   1340.2
  Yb      ,  in    34.03    33.54    33.57    33.52    33.48    33.44    33.40    33.40
  MI(Ixx) , in4   451888   467841   467040   469608   472245   475030   477963   477963

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.00  ksi   
  Elasticity         =     5131.5 ksi   
  Max comp           =       4.55 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.63 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.00 ksi           4.00 ksi
  Elasticity         =    5362.70 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.80 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.60 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.54 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  36 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 40.53 ft from member end )
END PATTERN (Ycg = 9.67 in):
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in     2 @ 38.000 in
     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    7.81 in2      Initial Pull          =     1531.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.543 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.429 ft
Holddown Force        =  18.839 kips     Beam Shrtng (PL/AE)   =      0.500 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)       
--------------------------------------------------------------------------------------
      3649.211         740 2700.416     18.030 73021.086  1078.868     641.412        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.25       0.1250      1.2500     No
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.2500    Yes
      2      US#6[M19]       60.00        0.88       4.50       2.2500      3.0000    Yes
      2      US#6[M19]       60.00        0.88       5.00       3.0000      3.4167    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.4167      4.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.9167     13.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      13.9167     21.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      21.9167     28.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      28.1667     73.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      73.1634     79.4134    Yes
      2      US#5[M16]       60.00        0.62      12.00      79.4134     87.4134    Yes
      2      US#5[M16]       60.00        0.62       9.00      87.4134     96.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00      96.4134     97.9134    Yes
      2      US#6[M19]       60.00        0.88       5.00      97.9134     98.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      98.3301     99.0801    Yes
      2      US#6[M19]       60.00        0.88       3.00      99.0801    100.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     100.0801    101.2051     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 101.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.8120 in2       Ycg =  3.67 in
         P_init    =     1531.3 kips  Ecc = 17.07 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5132 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.42 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.957 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.67 ksi    0.00 ksi
    due to Composite Loads                                 -2.28 ksi    0.00 ksi
    due to Live Loads                                      -7.17 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.50 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.83 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.42 ksi  ( 8.38 %)             7.62 ksi ( 3.89 %)
Total Prestress Losses                                    24.05 ksi (12.27 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.0 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 : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    82.2    78.2   308.8   567.8   752.8   863.8   900.8
(Max)       V      36.0    34.3    34.4    29.2    21.9    14.6     7.3     0.0
DL-Prec.  : M       0.0    18.6    17.7    69.9   128.6   170.5   195.6   204.0
DC(Max)     V       8.2     7.8     7.8     6.6     5.0     3.3     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    91.8    87.3   344.9   634.2   840.7   964.7  1006.0
Haunch (Max)V      40.2    38.4    38.5    32.6    24.5    16.3     8.2     0.0
Diaphragm : M       0.0     0.3     0.3     1.2     2.5     3.7     5.0     6.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.8    32.1   126.9   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.1    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    17.7    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.8     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   215.3   204.8   804.6  1464.6  1916.9  2185.7  2257.4
            V     123.3   119.3   119.5   107.0    90.4    73.7    50.7    34.0
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   123.3   119.3   119.5   107.0    91.4    76.5    62.3    48.7
            M       0.0   222.2   211.5   804.6  1382.3  1755.0  1914.9  1877.8
Total     : M+      0.0   460.5   438.1  1726.3  3159.6  4164.4  4765.4  4948.6
            V     230.8   221.8   222.2   194.2   155.8   117.4    72.5    34.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   230.8   221.8   222.2   194.2   156.9   120.2    84.2    48.8
            M       0.0   467.4   444.8  1726.3  3077.3  4002.5  4494.6  4569.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.78   97.67  100.00
Self wt.  : M     863.8   752.8   567.8   308.8    78.2    82.2     0.0
(Max)       V       7.3    14.6    21.9    29.2    34.4    34.3    36.0
DL-Prec.  : M     195.6   170.5   128.6    69.9    17.7    18.6     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.8     7.8     8.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     964.7   840.7   634.2   344.9    87.3    91.8     0.0
Haunch (Max)V       8.2    16.3    24.5    32.6    38.5    38.4    40.2
Diaphragm : M       5.0     3.7     2.5     1.2     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     354.8   309.2   233.2   126.9    32.1    33.8     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.1    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    17.7    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.8     7.8     8.2
LL + I    : M+   2185.7  1916.9  1464.6   804.6   204.8   215.3     0.0
            V      50.7    73.7    90.4   107.0   119.5   119.3   123.3
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    62.3    76.5    91.4   107.0   119.5   119.3   123.3
            M    1914.9  1755.0  1382.3   804.6   211.5   222.2     0.0
Total     : M+   4765.4  4164.4  3159.6  1726.3   438.1   460.5     0.0
            V      72.5   117.4   155.8   194.2   222.2   221.8   230.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    84.2   120.2   156.9   194.2   222.2   221.8   230.8
            M    4494.6  4002.5  3077.3  1726.3   444.8   467.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.0             36.0
Deck+Haunch            40.2             40.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            8.2              8.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           40.8             40.8
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    82.2    78.2   308.8   567.8   752.8   863.8   900.8
(Max)       V      36.0    34.3    34.4    29.2    21.9    14.6     7.3     0.0
DL-Prec.  : M       0.0    18.6    17.7    69.9   128.6   170.5   195.6   204.0
DC(Max)     V       8.2     7.8     7.8     6.6     5.0     3.3     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    91.8    87.3   344.9   634.2   840.7   964.7  1006.0
Haunch (Max)V      40.2    38.4    38.5    32.6    24.5    16.3     8.2     0.0
Diaphragm : M       0.0     0.3     0.3     1.2     2.5     3.7     5.0     6.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.8    32.1   126.9   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.1    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    17.7    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.8     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   172.2   163.9   643.7  1171.7  1533.5  1748.6  1805.9
            V      98.6    95.4    95.6    85.6    72.3    59.0    40.5    27.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    98.6    95.4    95.6    85.6    73.1    61.2    49.8    39.0
            M       0.0   177.7   169.2   643.7  1105.9  1404.0  1532.0  1502.2
Total     : M+      0.0   417.4   397.1  1565.4  2866.6  3781.1  4328.2  4497.1
            V     206.1   197.9   198.3   172.8   137.7   102.6    62.4    27.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   206.1   197.9   198.3   172.8   138.6   104.9    71.7    39.1
            M       0.0   423.0   402.5  1565.4  2800.8  3651.5  4111.6  4193.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.78   97.67  100.00
Self wt.  : M     863.8   752.8   567.8   308.8    78.2    82.2     0.0
(Max)       V       7.3    14.6    21.9    29.2    34.4    34.3    36.0
DL-Prec.  : M     195.6   170.5   128.6    69.9    17.7    18.6     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.8     7.8     8.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     964.7   840.7   634.2   344.9    87.3    91.8     0.0
Haunch (Max)V       8.2    16.3    24.5    32.6    38.5    38.4    40.2
Diaphragm : M       5.0     3.7     2.5     1.2     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     354.8   309.2   233.2   126.9    32.1    33.8     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.1    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    17.7    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.8     7.8     8.2
LL + I    : M+   1748.6  1533.5  1171.7   643.7   163.9   172.2     0.0
            V      40.5    59.0    72.3    85.6    95.6    95.4    98.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    49.8    61.2    73.1    85.6    95.6    95.4    98.6
            M    1532.0  1404.0  1105.9   643.7   169.2   177.7     0.0
Total     : M+   4328.2  3781.1  2866.6  1565.4   397.1   417.4     0.0
            V      62.4   102.6   137.7   172.8   198.3   197.9   206.1
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    71.7   104.9   138.6   172.8   198.3   197.9   206.1
            M    4111.6  3651.5  2800.8  1565.4   402.5   423.0     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0   102.7    97.7   386.1   709.8   941.0  1079.7  1126.0
(Max)       V      45.0    42.9    43.0    36.5    27.4    18.3     9.1     0.0
Self wt.  : M       0.0    74.0    70.4   278.0   511.0   677.5   777.4   810.7
(Min)       V      32.4    30.9    31.0    26.3    19.7    13.1     6.6     0.0
DL-Prec.  : M       0.0    23.3    22.1    87.4   160.7   213.1   244.5   255.0
DC(Max)     V      10.2     9.7     9.7     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0    16.7    15.9    62.9   115.7   153.4   176.0   183.6
DC(Min)     V       7.3     7.0     7.0     6.0     4.5     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   114.7   109.1   431.2   792.7  1050.9  1205.9  1257.5
Haunch (Max)V      50.3    48.0    48.1    40.8    30.6    20.4    10.2     0.0
Deck +    : M       0.0    82.6    78.6   310.4   570.7   756.7   868.2   905.4
Haunch (Min)V      36.2    34.5    34.6    29.4    22.0    14.7     7.3     0.0
Diaphragm : M       0.0     0.4     0.3     1.5     3.1     4.6     6.2     7.8
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     1.1     2.2     3.3     4.5     5.6
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    42.2    40.1   158.6   291.5   386.5   443.5   462.5
DC(Max)     V      18.5    17.6    17.7    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    30.4    28.9   114.2   209.9   278.3   319.3   333.0
DC(Min)     V      13.3    12.7    12.7    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    27.9    26.6   105.0   193.1   255.9   293.7   306.3
DW(Max)     V      12.3    11.7    11.7     9.9     7.4     5.0     2.5     0.0
DL-Comp   : M       0.0    12.1    11.5    45.5    83.7   110.9   127.3   132.7
DW(Min)     V       5.3     5.1     5.1     4.3     3.2     2.2     1.1     0.0
LL + I    : M+      0.0   376.7   358.4  1408.0  2563.1  3354.5  3825.1  3950.5
            V     215.7   208.7   209.0   187.3   158.2   129.0    88.6    59.5
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   215.7   208.7   209.0   187.3   160.0   133.9   109.0    85.2
            M       0.0   388.8   370.1  1408.0  2419.1  3071.2  3351.2  3286.1
Total     : M+      0.0   687.9   654.5  2577.7  4713.9  6206.6  7098.6  7365.5
            V     352.1   338.8   339.4   297.9   241.2   184.4   116.4    59.6
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   352.1   338.8   339.4   297.9   243.0   189.3   136.8    85.4
            M       0.0   700.0   666.1  2577.7  4569.9  5923.3  6624.7  6701.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.78   97.67  100.00
Self wt.  : M    1079.7   941.0   709.8   386.1    97.7   102.7     0.0
(Max)       V       9.1    18.3    27.4    36.5    43.0    42.9    45.0
Self wt.  : M     777.4   677.5   511.0   278.0    70.4    74.0     0.0
(Min)       V       6.6    13.1    19.7    26.3    31.0    30.9    32.4
DL-Prec.  : M     244.5   213.1   160.7    87.4    22.1    23.3     0.0
DC(Max)     V       2.1     4.1     6.2     8.3     9.7     9.7    10.2
DL-Prec.  : M     176.0   153.4   115.7    62.9    15.9    16.7     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1205.9  1050.9   792.7   431.2   109.1   114.7     0.0
Haunch (Max)V      10.2    20.4    30.6    40.8    48.1    48.0    50.3
Deck +    : M     868.2   756.7   570.7   310.4    78.6    82.6     0.0
Haunch (Min)V       7.3    14.7    22.0    29.4    34.6    34.5    36.2
Diaphragm : M       6.2     4.6     3.1     1.5     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.5     3.3     2.2     1.1     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     443.5   386.5   291.5   158.6    40.1    42.2     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.7    17.6    18.5
DL-Comp   : M     319.3   278.3   209.9   114.2    28.9    30.4     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.7    12.7    13.3
DL-Comp   : M     293.7   255.9   193.1   105.0    26.6    27.9     0.0
DW(Max)     V       2.5     5.0     7.4     9.9    11.7    11.7    12.3
DL-Comp   : M     127.3   110.9    83.7    45.5    11.5    12.1     0.0
DW(Min)     V       1.1     2.2     3.2     4.3     5.1     5.1     5.3
LL + I    : M+   3825.1  3354.5  2563.1  1408.0   358.4   376.7     0.0
            V      88.6   129.0   158.2   187.3   209.0   208.7   215.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   109.0   133.9   160.0   187.3   209.0   208.7   215.7
            M    3351.2  3071.2  2419.1  1408.0   370.1   388.8     0.0
Total     : M+   7098.6  6206.6  4713.9  2577.7   654.5   687.9     0.0
            V     116.4   184.4   241.2   297.9   339.4   338.8   352.1
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   136.8   189.3   243.0   297.9   339.4   338.8   352.1
            M    6624.7  5923.3  4569.9  2577.7   666.1   700.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               45.0             45.0
Deck+Haunch            50.3             50.3
Diaphragm               0.2              0.2
DL-Prec.(DC)           10.2             10.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           61.3             61.3
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    82.2    78.2   308.8   567.8   752.8   863.8   900.8
(Max)       V      36.0    34.3    34.4    29.2    21.9    14.6     7.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    18.6    17.7    69.9   128.6   170.5   195.6   204.0
DC(Max)     V       8.2     7.8     7.8     6.6     5.0     3.3     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    91.8    87.3   344.9   634.2   840.7   964.7  1006.0
Haunch (Max)V      40.2    38.4    38.5    32.6    24.5    16.3     8.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.2     2.5     3.7     5.0     6.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    33.8    32.1   126.9   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.1    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    18.6    17.7    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.8     6.6     5.0     3.3     1.7     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   213.3   203.0   787.8  1403.8  1830.0  2050.0  2035.2
            V     122.9   119.2   119.4   107.9    92.9    70.8    55.8    40.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   122.9   119.2   119.4   107.9    92.9    77.8    62.8    47.8
            M       0.0   213.3   203.0   787.8  1403.8  1784.8  1930.8  1841.9
Total     : M+      0.0   458.6   436.3  1709.6  3098.7  4077.6  4629.7  4726.3
            V     230.4   221.7   222.1   195.1   158.3   114.5    77.7    40.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   230.4   221.7   222.1   195.1   158.3   121.5    84.7    47.9
            M       0.0   458.6   436.3  1709.6  3098.7  4032.3  4510.5  4533.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.78   97.67  100.00
Self wt.  : M     863.8   752.8   567.8   308.8    78.2    82.2     0.0
(Max)       V       7.3    14.6    21.9    29.2    34.4    34.3    36.0
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     195.6   170.5   128.6    69.9    17.7    18.6     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.8     7.8     8.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     964.7   840.7   634.2   344.9    87.3    91.8     0.0
Haunch (Max)V       8.2    16.3    24.5    32.6    38.5    38.4    40.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.0     3.7     2.5     1.2     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     354.8   309.2   233.2   126.9    32.1    33.8     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.1    14.1    14.8
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     195.8   170.6   128.7    70.0    17.7    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.8     7.8     8.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   2050.0  1830.0  1403.8   787.8   203.0   213.3     0.0
            V      55.8    70.8    92.9   107.9   119.4   119.2   122.9
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    62.8    77.8    92.9   107.9   119.4   119.2   122.9
            M    1930.8  1784.8  1403.8   787.8   203.0   213.3     0.0
Total     : M+   4629.7  4077.6  3098.7  1709.6   436.3   458.6     0.0
            V      77.7   114.5   158.3   195.1   222.1   221.7   230.4
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    84.7   121.5   158.3   195.1   222.1   221.7   230.4
            M    4510.5  4032.3  3098.7  1709.6   436.3   458.6     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.173   0.539   0.954   1.246   1.416   1.475 
Bottom        -0.140  -0.436  -0.767  -0.995  -1.123  -1.170 
 
Prestress
Precast-top   -0.164  -0.366  -0.649  -0.927  -1.199  -1.199 
Bottom         3.950   4.105   4.319   4.526   4.726   4.726 
 
Total
Precast-top    0.008   0.173   0.306   0.320   0.217   0.276 
Bottom         3.810   3.668   3.552   3.531   3.603   3.556 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.11 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.020  -0.144  -0.136  -0.322  -0.570  -0.815  -1.054  -1.054
Bottom         0.804   3.472   3.344   3.608   3.796   3.978   4.154   4.154
 
Self wt.
Precast-top   -0.000   0.133   0.127   0.500   0.916   1.208   1.378   1.437
Bottom        -0.000  -0.108  -0.103  -0.405  -0.736  -0.964  -1.093  -1.139
 
DL-Prec (DC)
Precast-top   -0.000   0.030   0.029   0.113   0.207   0.273   0.312   0.325
Bottom        -0.000  -0.025  -0.023  -0.092  -0.167  -0.218  -0.247  -0.258
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.002   0.004   0.006   0.008   0.010
Bottom        -0.000  -0.000  -0.000  -0.002  -0.003  -0.005  -0.006  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.149   0.142   0.559   1.023   1.349   1.538   1.604
Bottom        -0.000  -0.121  -0.115  -0.452  -0.822  -1.077  -1.220  -1.273
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.013   0.051   0.093   0.123   0.141   0.147
Precast-top   -0.000   0.010   0.009   0.037   0.068   0.090   0.103   0.108
Bottom        -0.000  -0.029  -0.028  -0.109  -0.198  -0.261  -0.298  -0.310
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.007   0.028   0.051   0.068   0.078   0.081
Precast-top   -0.000   0.005   0.005   0.021   0.038   0.050   0.057   0.059
Bottom        -0.000  -0.016  -0.015  -0.060  -0.109  -0.144  -0.164  -0.171
 
LL+I(+)
Topping-top   -0.000   0.087   0.082   0.323   0.585   0.763   0.866   0.895
Precast-top   -0.000   0.063   0.060   0.236   0.429   0.560   0.636   0.657
Bottom        -0.000  -0.185  -0.177  -0.689  -1.246  -1.619  -1.833  -1.893
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.108   0.102   0.402   0.730   0.954   1.085   1.123 
Precast-top   -0.020   0.247   0.236   1.146   2.114   2.721   2.979   3.147 
Bottom         0.804   2.987   2.882   1.800   0.515  -0.311  -0.707  -0.898 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.021   0.020   0.079   0.145   0.191   0.218   0.228 
Precast-top   -0.020   0.184   0.176   0.910   1.685   2.161   2.342   2.489 
Bottom         0.804   3.172   3.059   2.489   1.760   1.309   1.126   0.995 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.173   0.539   0.954   1.246   1.416   1.475 
Bottom        -0.140  -0.436  -0.767  -0.995  -1.123  -1.170 
 
Prestress
Precast-top   -0.164  -0.366  -0.649  -0.927  -1.199  -1.199 
Bottom         3.950   4.105   4.319   4.526   4.726   4.726 
 
Total
Precast-top    0.008   0.173   0.306   0.320   0.217   0.276 
Bottom         3.810   3.668   3.552   3.531   3.603   3.556 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.11 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.020  -0.144  -0.136  -0.322  -0.570  -0.815  -1.054  -1.054
Bottom         0.804   3.472   3.344   3.608   3.796   3.978   4.154   4.154
 
Self wt.
Precast-top   -0.000   0.133   0.127   0.500   0.916   1.208   1.378   1.437
Bottom        -0.000  -0.108  -0.103  -0.405  -0.736  -0.964  -1.093  -1.139
 
DL-Prec (DC)
Precast-top   -0.000   0.030   0.029   0.113   0.207   0.273   0.312   0.325
Bottom        -0.000  -0.025  -0.023  -0.092  -0.167  -0.218  -0.247  -0.258
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.002   0.004   0.006   0.008   0.010
Bottom        -0.000  -0.000  -0.000  -0.002  -0.003  -0.005  -0.006  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.149   0.142   0.559   1.023   1.349   1.538   1.604
Bottom        -0.000  -0.121  -0.115  -0.452  -0.822  -1.077  -1.220  -1.273
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.013   0.051   0.093   0.123   0.141   0.147
Precast-top   -0.000   0.010   0.009   0.037   0.068   0.090   0.103   0.108
Bottom        -0.000  -0.029  -0.028  -0.109  -0.198  -0.261  -0.298  -0.310
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.007   0.028   0.051   0.068   0.078   0.081
Precast-top   -0.000   0.005   0.005   0.021   0.038   0.050   0.057   0.059
Bottom        -0.000  -0.016  -0.015  -0.060  -0.109  -0.144  -0.164  -0.171
 
LL+I(+)
Topping-top   -0.000   0.069   0.066   0.258   0.468   0.611   0.693   0.716
Precast-top   -0.000   0.051   0.048   0.189   0.343   0.448   0.509   0.526
Bottom        -0.000  -0.148  -0.141  -0.551  -0.997  -1.295  -1.466  -1.514
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.090   0.086   0.337   0.613   0.802   0.911   0.944 
Precast-top   -0.020   0.235   0.224   1.099   2.028   2.609   2.851   3.015 
Bottom         0.804   3.024   2.918   1.938   0.764   0.013  -0.341  -0.520 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
F_LL+I(+)
Topping-top   -0.000   0.086   0.082   0.316   0.561   0.729   0.813   0.807
Precast-top   -0.000   0.063   0.060   0.231   0.411   0.534   0.597   0.593
Bottom        -0.000  -0.184  -0.175  -0.675  -1.194  -1.546  -1.719  -1.707
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.096   0.092   0.356   0.633   0.824   0.922   0.921 
Precast-top   -0.010   0.155   0.148   0.686   1.254   1.615   1.768   1.837 
Bottom         0.402   1.403   1.354   0.570  -0.314  -0.892  -1.156  -1.209 
 

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
    352.1    6.5   49.6    0.960   3.7   6.00e-3 50.0    362.6     1.757    4.693      0.00
      0.0    0.9   49.2     41.9 0.152      24.9 0.87    12.00     0.116    1.644 
Transfer:   3.00
    338.8    6.5   49.6    4.330  16.6  -0.05e-3 28.8    222.1     0.514    2.347      0.00
    700.0    4.1   47.6    189.0 0.145     137.7 4.98    12.00     0.116    1.688 
Critical:   4.62
    329.4    6.5   49.6    4.748  16.6  -0.07e-3 28.7    209.3     0.484    1.760      0.00
   1128.7    4.5   47.4    189.0 0.142     140.1 5.08    12.00     0.116    1.729 
0.1L    :  10.13
    297.9    6.5   49.6    6.150  16.6  -0.06e-3 28.8    177.9     0.418    0.827      0.00
   2577.7    5.8   46.8    189.0 0.129     136.6 5.03    12.00     0.116    1.525 
0.2L    :  20.27
    243.0    6.5   46.6    7.812  16.6   0.04e-3 29.2    135.8     0.348    0.620      0.00
   4569.9    6.1   43.5    189.0 0.112     117.7 4.65    24.00     0.116    1.393 
0.3L    :  30.40
    189.3    6.5   48.1    7.812  16.6   1.23e-3 33.3    128.5     0.375    0.413      0.00
   5923.3    6.1   45.0    189.0 0.083      65.3 2.49    24.00     0.116    1.062 
0.4L    :  40.53
    136.8    6.5   49.6    7.812   0.0   1.66e-3 34.8     94.1     0.281    0.413      0.00
   6624.7    6.1   46.5    189.0 0.063      57.9 2.14    24.00     0.116    1.292 
0.5L    :  50.67
     85.4    6.5   49.6    7.812   0.0   1.51e-3 34.3     34.1     0.116    0.413      0.00
   6701.2    6.1   46.5    189.0 0.039      60.8 2.25    24.00     0.116    2.127 
0.6L    :  60.80
    136.8    6.5   49.6    7.812   0.0   1.66e-3 34.8     94.1     0.281    0.413      0.00
   6624.7    6.1   46.5    189.0 0.063      57.9 2.14    24.00     0.116    1.292 
0.7L    :  70.93
    189.3    6.5   48.1    7.812  16.6   1.23e-3 33.3    128.5     0.375    0.413      0.00
   5923.3    6.1   45.0    189.0 0.083      65.3 2.49    24.00     0.116    1.062 
0.8L    :  81.06
    243.0    6.5   46.6    7.812  16.6   0.04e-3 29.2    135.8     0.348    0.620      0.00
   4569.9    6.1   43.5    189.0 0.112     117.7 4.65    24.00     0.116    1.393 
0.9L    :  91.20
    297.9    6.5   49.6    6.150  16.6  -0.06e-3 28.8    177.9     0.418    0.827      0.00
   2577.7    5.8   46.8    189.0 0.129     136.6 5.03    12.00     0.116    1.525 
Critical:  96.71
    329.4    6.5   49.6    4.748  16.6  -0.07e-3 28.7    209.3     0.484    1.760      0.00
   1128.7    4.5   47.4    189.0 0.142     140.1 5.08    12.00     0.116    1.729 
Transfer:  98.33
    338.8    6.5   49.6    4.330  16.6  -0.05e-3 28.8    222.1     0.514    2.112      0.00
    700.0    4.1   47.6    189.0 0.145     137.7 4.98    12.00     0.116    1.688 
Bearing : 100.67
    352.1    6.5   49.6    0.960   3.7   6.00e-3 50.0    362.6     1.757    4.693      0.00
      0.0    0.9   49.2     41.9 0.152      24.9 0.87    12.00     0.116    1.644 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1531.31
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    3.06
 
 
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
    352.1      7.95     49.65    0.93       49.18    24.00      0.300      1.902      0.000      0.000*
Transfer:      2.33
    338.8      7.91     49.65    4.10       47.60    24.00      0.300      1.886      0.000      2.347 
Critical:      3.95
    329.5      7.72     49.65    4.48       47.41    24.00      0.300      1.824      0.000      1.760 
0.1L    :      9.47
    297.9      7.08     49.65    5.76       46.77    24.00      0.300      1.609      0.000      0.827 
0.2L    :     19.60
    243.0      6.20     46.58    6.09       43.54    24.00      0.300      1.317      0.000      0.620 
0.3L    :     29.73
    189.3      4.67     48.08    6.10       45.03    24.00      0.300      0.807      0.000      0.413 
0.4L    :     39.87
    136.8      3.27     49.58    6.10       46.53    24.00      0.300      0.339      0.000      0.413 
0.5L    :     50.00
     85.4      2.04     49.58    6.10       46.53    24.00      0.300      0.000      0.000      0.413 
0.6L    :     60.13
    136.8      3.27     49.58    6.10       46.53    24.00      0.300      0.339      0.000      0.413 
0.7L    :     70.27
    189.3      4.67     48.08    6.10       45.03    24.00      0.300      0.807      0.000      0.413 
0.8L    :     80.40
    243.0      6.20     46.58    6.09       43.54    24.00      0.300      1.317      0.000      0.620 
0.9L    :     90.53
    297.9      7.08     49.65    5.76       46.77    24.00      0.300      1.609      0.000      0.827 
Critical:     96.05
    329.5      7.72     49.65    4.48       47.41    24.00      0.300      1.824      0.000      1.760 
Transfer:     97.67
    338.8      7.91     49.65    4.10       47.60    24.00      0.300      1.886      0.000      2.112 
Bearing :    100.00
    352.1      7.95     49.65    0.93       49.18    24.00      0.300      1.902      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.47 ft
Prestress      :       1.544  1.80      2.780  2.20      3.397
Self Wt.       :      -0.567  1.85     -1.050  2.40     -1.362
Deck + Haunch  :                       -0.546  2.30     -1.255
DL-Prec. (DC)  :                       -0.111  3.00     -0.332
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.079  3.00     -0.236
DL-Comp. (DW)  :                       -0.043  3.00     -0.130
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 19.60 ft
Prestress      :       2.773  1.80      4.992  2.20      6.101
Self Wt.       :      -1.066  1.85     -1.971  2.40     -2.557
Deck + Haunch  :                       -1.062  2.30     -2.442
DL-Prec. (DC)  :                       -0.215  3.00     -0.646
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.154  3.00     -0.461
DL-Comp. (DW)  :                       -0.085  3.00     -0.254
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 29.73 ft
Prestress      :       3.657  1.80      6.582  2.20      8.044
Self Wt.       :      -1.447  1.85     -2.677  2.40     -3.473
Deck + Haunch  :                       -1.458  2.30     -3.354
DL-Prec. (DC)  :                       -0.296  3.00     -0.887
Diaphragm      :                       -0.007  3.00     -0.021
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.211  3.00     -0.634
DL-Comp. (DW)  :                       -0.117  3.00     -0.350
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 39.87 ft
Prestress      :       4.170  1.80      7.505  2.20      9.173
Self Wt.       :      -1.680  1.85     -3.108  2.40     -4.032
Deck + Haunch  :                       -1.701  2.30     -3.912
DL-Prec. (DC)  :                       -0.345  3.00     -1.034
Diaphragm      :                       -0.008  3.00     -0.025
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.247  3.00     -0.741
DL-Comp. (DW)  :                       -0.136  3.00     -0.409
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 50.00 ft
Prestress      :       4.359  1.80      7.847  2.20      9.591
Self Wt.       :      -1.764  1.85     -3.264  2.40     -4.234
Deck + Haunch  :                       -1.788  2.30     -4.113
DL-Prec. (DC)  :                       -0.363  3.00     -1.088
Diaphragm      :                       -0.009  3.00     -0.027
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.260  3.00     -0.780
DL-Comp. (DW)  :                       -0.143  3.00     -0.430
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 60.13 ft
Prestress      :       4.170  1.80      7.505  2.20      9.173
Self Wt.       :      -1.680  1.85     -3.108  2.40     -4.032
Deck + Haunch  :                       -1.701  2.30     -3.912
DL-Prec. (DC)  :                       -0.345  3.00     -1.034
Diaphragm      :                       -0.008  3.00     -0.025
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.247  3.00     -0.741
DL-Comp. (DW)  :                       -0.136  3.00     -0.409
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 70.27 ft
Prestress      :       3.657  1.80      6.582  2.20      8.044
Self Wt.       :      -1.447  1.85     -2.677  2.40     -3.473
Deck + Haunch  :                       -1.458  2.30     -3.354
DL-Prec. (DC)  :                       -0.296  3.00     -0.887
Diaphragm      :                       -0.007  3.00     -0.021
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.211  3.00     -0.634
DL-Comp. (DW)  :                       -0.117  3.00     -0.350
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 80.40 ft
Prestress      :       2.773  1.80      4.992  2.20      6.101
Self Wt.       :      -1.066  1.85     -1.971  2.40     -2.557
Deck + Haunch  :                       -1.062  2.30     -2.442
DL-Prec. (DC)  :                       -0.215  3.00     -0.646
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.154  3.00     -0.461
DL-Comp. (DW)  :                       -0.085  3.00     -0.254
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 90.53 ft
Prestress      :       1.544  1.80      2.780  2.20      3.397
Self Wt.       :      -0.567  1.85     -1.050  2.40     -1.362
Deck + Haunch  :                       -0.546  2.30     -1.255
DL-Prec. (DC)  :                       -0.111  3.00     -0.332
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.079  3.00     -0.236
DL-Comp. (DW)  :                       -0.043  3.00     -0.130
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
   687.9    44.0  5.196  261.7    4.8   4.10   4756.4  0.029T 1.00       -       -     -     -  
H/2     :   2.22
   654.5    44.0  4.994  262.0    4.6   3.95   4584.0  0.030T 1.00       -       -     -     -  
0.1L    :   9.47
  2577.7    45.1  7.380  258.6    6.8   5.76   6713.3  0.020T 1.00       -       -     -     -  
0.2L    :  19.60
  4713.9    46.6  7.812  258.4    7.2   6.09   7323.3  0.018T 1.00   5487.4  5487.4    1.33    -  
0.3L    :  29.73
  6206.6    48.1  7.812  258.7    7.2   6.10   7585.1  0.018T 1.00   5553.4  5553.4    1.37    -  
0.4L    :  39.87
  7098.6    49.6  7.812  259.0    7.2   6.10   7847.1  0.018T 1.00   5712.5  5712.5    1.37    -  
0.5L    :  50.00
  7365.5    49.6  7.812  259.0    7.2   6.10   7847.1  0.018T 1.00   5667.8  5667.8    1.38    -  
0.6L    :  60.13
  7098.6    49.6  7.812  259.0    7.2   6.10   7847.1  0.018T 1.00   5712.5  5712.5    1.37    -  
0.7L    :  70.27
  6206.6    48.1  7.812  258.7    7.2   6.10   7585.1  0.018T 1.00   5553.4  5553.4    1.37    -  
0.8L    :  80.40
  4713.9    46.6  7.812  258.4    7.2   6.09   7323.3  0.018T 1.00   5487.4  5487.4    1.33    -  
0.9L    :  90.53
  2577.7    45.1  7.380  258.6    6.8   5.76   6713.3  0.020T 1.00       -       -     -     -  
H/2     :  97.78
   654.5    44.0  4.994  262.0    4.6   3.95   4584.0  0.030T 1.00       -       -     -     -  
Transfer:  97.67
   687.9    44.0  5.196  261.7    4.8   4.10   4756.4  0.029T 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 1-18; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.081
        M   2.00 Fb     0.147
 
  2   2 E  42.00 Ft     0.418
        M   6.00 Fb     0.084
 
  3   2 E  40.00 Ft     0.732
        M   4.00 Fb     0.041
 
  4   2 E  38.00 Ft     1.024
        M   2.00 Fb     0.016
 
  5   2 E   6.00 Ft     0.978
        M   6.00 Fb     0.265
 
  6   2 E   6.00 Ft     0.931
        M   6.00 Fb     0.515
 
  7   2 E   6.00 Ft     0.885
        M   6.00 Fb     0.765
 
  8   2 E   4.00 Ft     0.816
        M   4.00 Fb     1.033
 
  9   2 E   4.00 Ft     0.747
        M   4.00 Fb     1.301
 
 10   2 E   4.00 Ft     0.677
        M   4.00 Fb     1.570
 
 11   2 E   4.00 Ft     0.608
        M   4.00 Fb     1.838
 
 12   2 E   4.00 Ft     0.539
        M   4.00 Fb     2.106
 
 13   2 E   4.00 Ft     0.470
        M   4.00 Fb     2.374
 
 14   2 E   2.00 Ft     0.377
        M   2.00 Fb     2.662
 
 15   2 E   2.00 Ft     0.285
        M   2.00 Fb     2.949
 
 16   2 E   2.00 Ft     0.193
        M   2.00 Fb     3.236
 
 17   2 E   2.00 Ft     0.101
        M   2.00 Fb     3.523
 
 18   2 E   2.00 Ft     0.008
        M   2.00 Fb     3.810
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 101.33            Release Length, ft: 101.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  36
No. of strands, Draped:   6           No. of strands, Straight:  30
Concrete Strength, f'ci:   7.0  ksi        f'c:   8.0 ksi  f'ct   4.0 ksi
Initial losses:  8.38 %               Final losses: 12.27 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.550       3.810     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.008       Trans
      Precast Top w/ reinf. (tension)      -0.635           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7847.05     7365.48     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   1.123     Midspan    1.800   0.228     Midspan
    Pre.Top:   4.800   3.147     Midspan    3.600   2.489     Midspan
    Pre.Bot:   4.800   2.987    Transfer    3.600   3.172    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.537  -0.020     Bearing
    Pre.Bot:  -0.537  -0.520     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.200   1.837     Midspan
    Pre.Bot:                                                             3.200   1.403    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.359  1.80      7.847  2.20      9.591
Self Wt.       :      -1.764  1.85     -3.264  2.40     -4.234
Deck + Haunch  :                       -1.788  2.30     -4.113
DL-Prec. (DC)  :                       -0.363  3.00     -1.088
Diaphragm      :                       -0.009  3.00     -0.027
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.260  3.00     -0.780
DL-Comp. (DW)  :                       -0.143  3.00     -0.430
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  100.00
     DC  Line       0.087      0.00       0.087  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.330 ft
Release length = 101.330 ft
Design  length = 100.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.718   (Calculated)    
Live Moment (1  lane  loaded)  : 0.496   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.185   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.948   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 2
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        691.8 in2           1389.7 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           465901 in4#
Ht. of c.g.           =        20.74 in             35.08 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7955

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     9.47    19.60    29.73    39.87    50.00
 
Precast: (At Release, using Ec =  5131.5 ksi )
  Area    , in2    699.7    727.4    726.0    727.4    727.4    727.4    727.4    727.4
  Yb      ,  in    20.61    20.18    20.20    20.13    20.05    19.98    19.90    19.90
  MI(Ixx) , in4   179944   183459   183281   184320   185672   187177   188834   188834
Composite: (At Final, using Ec =  5362.7 ksi )
  Area    , in2   1397.2   1423.4   1422.1   1423.4   1423.4   1423.4   1423.4   1423.4
  Yb      ,  in    34.94    34.47    34.49    34.44    34.41    34.37    34.34    34.34
  MI(Ixx) , in4   470738   487903   487041   489736   492467   495346   498373   498373

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.00  ksi   
  Elasticity         =     5131.5 ksi   
  Max comp           =       4.55 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.63 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.00 ksi           4.00 ksi
  Elasticity         =    5362.70 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.80 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.60 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.54 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  36 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 40.53 ft from member end )
END PATTERN (Ycg = 9.67 in):
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in     2 @ 38.000 in
     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    7.81 in2      Initial Pull          =     1531.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.645 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.556 ft
Holddown Force        =  18.839 kips     Beam Shrtng (PL/AE)   =      0.500 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)       
--------------------------------------------------------------------------------------
      3649.211         740 2700.416     18.030 73021.086  1078.868     641.412        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.25       0.1250      1.2500     No
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.2500    Yes
      2      US#6[M19]       60.00        0.88       4.50       2.2500      3.0000    Yes
      2      US#6[M19]       60.00        0.88       5.00       3.0000      3.4167    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.4167      4.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.9167     13.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      13.9167     21.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      21.9167     28.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      28.1667     73.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      73.1634     79.4134    Yes
      2      US#5[M16]       60.00        0.62      12.00      79.4134     87.4134    Yes
      2      US#5[M16]       60.00        0.62       9.00      87.4134     96.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00      96.4134     97.9134    Yes
      2      US#6[M19]       60.00        0.88       5.00      97.9134     98.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      98.3301     99.0801    Yes
      2      US#6[M19]       60.00        0.88       3.00      99.0801    100.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     100.0801    101.2051     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 101.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.8120 in2       Ycg =  3.67 in
         P_init    =     1531.3 kips  Ecc = 17.07 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5132 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.42 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.957 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.17 ksi    0.00 ksi
    due to Composite Loads                                 -2.25 ksi    0.00 ksi
    due to Live Loads                                      -6.36 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.50 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.83 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.42 ksi  ( 8.38 %)             7.95 ksi ( 4.06 %)
Total Prestress Losses                                    24.38 ksi (12.44 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    82.2    78.2   308.8   567.8   752.8   863.8   900.8
(Max)       V      36.0    34.3    34.4    29.2    21.9    14.6     7.3     0.0
DL-Prec.  : M       0.0    13.9    13.2    52.2    95.9   127.2   145.9   152.1
DC(Max)     V       6.1     5.8     5.8     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.2    99.1   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.7    37.0    27.8    18.5     9.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    33.8    32.1   126.9   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.1    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    17.7    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.8     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   193.3   183.9   722.3  1314.9  1720.9  1962.4  2026.7
            V     140.8   136.2   136.4   122.2   103.2    84.2    57.9    38.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   140.8   136.2   136.4   122.2   104.4    87.4    71.1    55.6
            M       0.0   199.5   189.9   722.3  1241.1  1575.6  1719.2  1685.9
Total     : M+      0.0   446.5   424.8  1674.2  3065.5  4042.8  4627.9  4808.5
            V     251.8   242.0   242.5   212.3   170.8   129.3    80.6    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   251.8   242.0   242.5   212.3   172.0   132.5    93.8    55.9
            M       0.0   452.7   430.8  1674.2  2991.6  3897.4  4384.8  4467.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.78   97.67  100.00
Self wt.  : M     863.8   752.8   567.8   308.8    78.2    82.2     0.0
(Max)       V       7.3    14.6    21.9    29.2    34.4    34.3    36.0
DL-Prec.  : M     145.9   127.2    95.9    52.2    13.2    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.8     5.8     6.1
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    1095.3   954.6   720.0   391.6    99.1   104.2     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.7    43.6    45.7
Diaphragm : M      10.0     7.4     4.9     2.4     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     354.8   309.2   233.2   126.9    32.1    33.8     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.1    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    17.7    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.8     7.8     8.2
LL + I    : M+   1962.4  1720.9  1314.9   722.3   183.9   193.3     0.0
            V      57.9    84.2   103.2   122.2   136.4   136.2   140.8
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    71.1    87.4   104.4   122.2   136.4   136.2   140.8
            M    1719.2  1575.6  1241.1   722.3   189.9   199.5     0.0
Total     : M+   4627.9  4042.8  3065.5  1674.2   424.8   446.5     0.0
            V      80.6   129.3   170.8   212.3   242.5   242.0   251.8
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    93.8   132.5   172.0   212.3   242.5   242.0   251.8
            M    4384.8  3897.4  2991.6  1674.2   430.8   452.7     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.0             36.0
Deck+Haunch            45.7             45.7
Diaphragm               0.2              0.3
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           40.8             40.8
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    82.2    78.2   308.8   567.8   752.8   863.8   900.8
(Max)       V      36.0    34.3    34.4    29.2    21.9    14.6     7.3     0.0
DL-Prec.  : M       0.0    13.9    13.2    52.2    95.9   127.2   145.9   152.1
DC(Max)     V       6.1     5.8     5.8     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.2    99.1   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.7    37.0    27.8    18.5     9.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    33.8    32.1   126.9   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.1    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    17.7    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.8     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   154.6   147.1   577.9  1052.0  1376.8  1569.9  1621.3
            V     112.6   109.0   109.1    97.8    82.6    67.4    46.3    31.1
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   112.6   109.0   109.1    97.8    83.5    69.9    56.9    44.5
            M       0.0   159.6   151.9   577.9   992.8  1260.5  1375.4  1348.7
Total     : M+      0.0   407.8   388.0  1529.7  2802.5  3698.6  4235.5  4403.2
            V     223.6   214.8   215.2   187.8   150.2   112.5    69.0    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   223.6   214.8   215.2   187.8   151.1   115.1    79.6    44.7
            M       0.0   412.8   392.8  1529.7  2743.4  3582.3  4041.0  4130.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.78   97.67  100.00
Self wt.  : M     863.8   752.8   567.8   308.8    78.2    82.2     0.0
(Max)       V       7.3    14.6    21.9    29.2    34.4    34.3    36.0
DL-Prec.  : M     145.9   127.2    95.9    52.2    13.2    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.8     5.8     6.1
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    1095.3   954.6   720.0   391.6    99.1   104.2     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.7    43.6    45.7
Diaphragm : M      10.0     7.4     4.9     2.4     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     354.8   309.2   233.2   126.9    32.1    33.8     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.1    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    17.7    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.8     7.8     8.2
LL + I    : M+   1569.9  1376.8  1052.0   577.9   147.1   154.6     0.0
            V      46.3    67.4    82.6    97.8   109.1   109.0   112.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.9    69.9    83.5    97.8   109.1   109.0   112.6
            M    1375.4  1260.5   992.8   577.9   151.9   159.6     0.0
Total     : M+   4235.5  3698.6  2802.5  1529.7   388.0   407.8     0.0
            V      69.0   112.5   150.2   187.8   215.2   214.8   223.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    79.6   115.1   151.1   187.8   215.2   214.8   223.6
            M    4041.0  3582.3  2743.4  1529.7   392.8   412.8     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0   102.7    97.7   386.1   709.8   941.0  1079.7  1126.0
(Max)       V      45.0    42.9    43.0    36.5    27.4    18.3     9.1     0.0
Self wt.  : M       0.0    74.0    70.4   278.0   511.0   677.5   777.4   810.7
(Min)       V      32.4    30.9    31.0    26.3    19.7    13.1     6.6     0.0
DL-Prec.  : M       0.0    17.3    16.5    65.2   119.9   158.9   182.4   190.2
DC(Max)     V       7.6     7.3     7.3     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0    12.5    11.9    46.9    86.3   114.4   131.3   136.9
DC(Min)     V       5.5     5.2     5.2     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   130.2   123.9   489.5   900.0  1193.2  1369.2  1427.8
Haunch (Max)V      57.1    54.4    54.6    46.3    34.7    23.1    11.6     0.0
Deck +    : M       0.0    93.8    89.2   352.5   648.0   859.1   985.8  1028.0
Haunch (Min)V      41.1    39.2    39.3    33.3    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.7     0.7     3.0     6.1     9.3    12.5    15.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     2.1     4.4     6.7     9.0    11.2
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    42.2    40.1   158.6   291.5   386.5   443.5   462.5
DC(Max)     V      18.5    17.6    17.7    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    30.4    28.9   114.2   209.9   278.3   319.3   333.0
DC(Min)     V      13.3    12.7    12.7    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    27.9    26.6   105.0   193.1   255.9   293.7   306.3
DW(Max)     V      12.3    11.7    11.7     9.9     7.4     5.0     2.5     0.0
DL-Comp   : M       0.0    12.1    11.5    45.5    83.7   110.9   127.3   132.7
DW(Min)     V       5.3     5.1     5.1     4.3     3.2     2.2     1.1     0.0
LL + I    : M+      0.0   338.2   321.8  1264.1  2301.1  3011.7  3434.1  3546.7
            V     246.3   238.3   238.7   213.9   180.6   147.3   101.2    67.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   246.3   238.3   238.7   213.9   182.8   152.9   124.5    97.3
            M       0.0   349.1   332.3  1264.1  2171.9  2757.3  3008.6  2950.3
Total     : M+      0.0   659.4   627.3  2471.4  4521.6  5956.6  6815.0  7075.0
            V     387.2   372.6   373.3   328.1   266.4   204.6   130.0    68.3
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   387.2   372.6   373.3   328.1   268.5   210.2   153.3    97.6
            M       0.0   670.2   637.8  2471.4  4392.3  5702.3  6389.6  6478.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.78   97.67  100.00
Self wt.  : M    1079.7   941.0   709.8   386.1    97.7   102.7     0.0
(Max)       V       9.1    18.3    27.4    36.5    43.0    42.9    45.0
Self wt.  : M     777.4   677.5   511.0   278.0    70.4    74.0     0.0
(Min)       V       6.6    13.1    19.7    26.3    31.0    30.9    32.4
DL-Prec.  : M     182.4   158.9   119.9    65.2    16.5    17.3     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.3     7.3     7.6
DL-Prec.  : M     131.3   114.4    86.3    46.9    11.9    12.5     0.0
DC(Min)     V       1.1     2.2     3.3     4.4     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1369.2  1193.2   900.0   489.5   123.9   130.2     0.0
Haunch (Max)V      11.6    23.1    34.7    46.3    54.6    54.4    57.1
Deck +    : M     985.8   859.1   648.0   352.5    89.2    93.8     0.0
Haunch (Min)V       8.3    16.7    25.0    33.3    39.3    39.2    41.1
Diaphragm : M      12.5     9.3     6.1     3.0     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.0     6.7     4.4     2.1     0.5     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     443.5   386.5   291.5   158.6    40.1    42.2     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.7    17.6    18.5
DL-Comp   : M     319.3   278.3   209.9   114.2    28.9    30.4     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.7    12.7    13.3
DL-Comp   : M     293.7   255.9   193.1   105.0    26.6    27.9     0.0
DW(Max)     V       2.5     5.0     7.4     9.9    11.7    11.7    12.3
DL-Comp   : M     127.3   110.9    83.7    45.5    11.5    12.1     0.0
DW(Min)     V       1.1     2.2     3.2     4.3     5.1     5.1     5.3
LL + I    : M+   3434.1  3011.7  2301.1  1264.1   321.8   338.2     0.0
            V     101.2   147.3   180.6   213.9   238.7   238.3   246.3
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   124.5   152.9   182.8   213.9   238.7   238.3   246.3
            M    3008.6  2757.3  2171.9  1264.1   332.3   349.1     0.0
Total     : M+   6815.0  5956.6  4521.6  2471.4   627.3   659.4     0.0
            V     130.0   204.6   266.4   328.1   373.3   372.6   387.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   153.3   210.2   268.5   328.1   373.3   372.6   387.2
            M    6389.6  5702.3  4392.3  2471.4   637.8   670.2     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               45.0             45.0
Deck+Haunch            57.1             57.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.6              7.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           61.3             61.3
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    82.2    78.2   308.8   567.8   752.8   863.8   900.8
(Max)       V      36.0    34.3    34.4    29.2    21.9    14.6     7.3     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    13.9    13.2    52.2    95.9   127.2   145.9   152.1
DC(Max)     V       6.1     5.8     5.8     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.2    99.1   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.7    37.0    27.8    18.5     9.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    33.8    32.1   126.9   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.1    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    18.6    17.7    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.8     6.6     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   132.1   125.8   488.0   869.5  1133.5  1269.8  1260.6
            V     112.3   108.9   109.1    98.6    84.8    64.7    51.0    37.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.3   108.9   109.1    98.6    84.8    71.1    57.4    43.6
            M       0.0   132.1   125.8   488.0   869.5  1105.5  1195.9  1140.9
Total     : M+      0.0   385.3   366.6  1439.8  2620.1  3455.3  3935.4  4042.4
            V     223.3   214.8   215.2   188.6   152.4   109.8    73.7    37.5
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   223.3   214.8   215.2   188.6   152.4   116.3    80.1    43.9
            M       0.0   385.3   366.6  1439.8  2620.1  3427.3  3861.5  3922.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.78   97.67  100.00
Self wt.  : M     863.8   752.8   567.8   308.8    78.2    82.2     0.0
(Max)       V       7.3    14.6    21.9    29.2    34.4    34.3    36.0
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     145.9   127.2    95.9    52.2    13.2    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.8     5.8     6.1
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    1095.3   954.6   720.0   391.6    99.1   104.2     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.7    43.6    45.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      10.0     7.4     4.9     2.4     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     354.8   309.2   233.2   126.9    32.1    33.8     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.1    14.1    14.8
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     195.8   170.6   128.7    70.0    17.7    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.8     7.8     8.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1269.8  1133.5   869.5   488.0   125.8   132.1     0.0
            V      51.0    64.7    84.8    98.6   109.1   108.9   112.3
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    57.4    71.1    84.8    98.6   109.1   108.9   112.3
            M    1195.9  1105.5   869.5   488.0   125.8   132.1     0.0
Total     : M+   3935.4  3455.3  2620.1  1439.8   366.6   385.3     0.0
            V      73.7   109.8   152.4   188.6   215.2   214.8   223.3
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    80.1   116.3   152.4   188.6   215.2   214.8   223.3
            M    3861.5  3427.3  2620.1  1439.8   366.6   385.3     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.173   0.539   0.954   1.246   1.416   1.475 
Bottom        -0.140  -0.436  -0.767  -0.995  -1.123  -1.170 
 
Prestress
Precast-top   -0.164  -0.366  -0.649  -0.927  -1.199  -1.199 
Bottom         3.950   4.105   4.319   4.526   4.726   4.726 
 
Total
Precast-top    0.008   0.173   0.306   0.320   0.217   0.276 
Bottom         3.810   3.668   3.552   3.531   3.603   3.556 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.11 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.018   0.072   0.132   0.175   0.199   0.208 
Precast-top   -0.020   0.195   0.187   0.952   1.762   2.264   2.460   2.614 
Bottom         0.804   3.162   3.049   2.452   1.693   1.219   1.024   0.887 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.173   0.539   0.954   1.246   1.416   1.475 
Bottom        -0.140  -0.436  -0.767  -0.995  -1.123  -1.170 
 
Prestress
Precast-top   -0.164  -0.366  -0.649  -0.927  -1.199  -1.199 
Bottom         3.950   4.105   4.319   4.526   4.726   4.726 
 
Total
Precast-top    0.008   0.173   0.306   0.320   0.217   0.276 
Bottom         3.810   3.668   3.552   3.531   3.603   3.556 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.11 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.058   0.055   0.215   0.384   0.500   0.560   0.561 
Precast-top   -0.010   0.132   0.126   0.602   1.106   1.424   1.556   1.631 
Bottom         0.402   1.469   1.418   0.814   0.117  -0.334  -0.538  -0.599 
 

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
    387.2    6.5   49.6    0.955   3.7   6.00e-3 50.0    401.5     1.944    4.693      0.00
      0.0    0.8   49.2     41.9 0.167      25.0 0.87    12.00     0.116    1.497 
Transfer:   3.00
    372.6    6.5   49.6    4.308  16.6  -0.03e-3 28.9    261.3     0.603    2.347      0.00
    670.2    3.6   47.9    189.0 0.160     136.2 4.90    12.00     0.116    1.543 
Critical:   4.64
    362.3    6.5   49.6    4.731  16.6  -0.05e-3 28.8    247.5     0.571    1.760      0.00
   1086.6    3.9   47.7    189.0 0.156     138.5 5.00    12.00     0.116    1.581 
0.1L    :  10.13
    328.1    6.5   49.6    6.125  16.6  -0.06e-3 28.8    210.9     0.492    0.827      0.00
   2471.4    5.1   47.1    189.0 0.142     137.1 5.01    12.00     0.116    1.393 
0.2L    :  20.27
    268.5    6.5   46.6    7.812  16.6  -0.01e-3 29.0    158.8     0.401    0.620      0.00
   4392.3    5.4   43.9    189.0 0.123     123.0 4.82    24.00     0.116    1.291 
0.3L    :  30.40
    210.2    6.5   48.1    7.812  16.6   1.01e-3 32.5    144.9     0.407    0.413      0.00
   5702.3    5.4   45.4    189.0 0.092      72.1 2.73    24.00     0.116    1.009 
0.4L    :  40.53
    153.3    6.5   49.6    7.812   0.0   1.40e-3 33.9    106.5     0.305    0.413      0.00
   6389.6    5.4   46.9    189.0 0.070      63.8 2.34    24.00     0.116    1.221 
0.5L    :  50.67
     97.6    6.5   49.6    7.812   0.0   1.25e-3 33.4     41.1     0.116    0.413      0.00
   6478.6    5.4   46.9    189.0 0.044      67.4 2.47    24.00     0.116    1.977 
0.6L    :  60.80
    153.3    6.5   49.6    7.812   0.0   1.40e-3 33.9    106.5     0.305    0.413      0.00
   6389.6    5.4   46.9    189.0 0.070      63.8 2.34    24.00     0.116    1.221 
0.7L    :  70.93
    210.2    6.5   48.1    7.812  16.6   1.01e-3 32.5    144.9     0.407    0.413      0.00
   5702.3    5.4   45.4    189.0 0.092      72.1 2.73    24.00     0.116    1.009 
0.8L    :  81.06
    268.5    6.5   46.6    7.812  16.6  -0.01e-3 29.0    158.8     0.401    0.620      0.00
   4392.3    5.4   43.9    189.0 0.123     123.0 4.82    24.00     0.116    1.291 
0.9L    :  91.20
    328.1    6.5   49.6    6.125  16.6  -0.06e-3 28.8    210.9     0.492    0.827      0.00
   2471.4    5.1   47.1    189.0 0.142     137.1 5.01    12.00     0.116    1.393 
Critical:  96.69
    362.3    6.5   49.6    4.731  16.6  -0.05e-3 28.8    247.5     0.571    1.760      0.00
   1086.6    3.9   47.7    189.0 0.156     138.5 5.00    12.00     0.116    1.581 
Transfer:  98.33
    372.6    6.5   49.6    4.308  16.6  -0.03e-3 28.9    261.3     0.603    2.112      0.00
    670.2    3.6   47.9    189.0 0.160     136.2 4.90    12.00     0.116    1.543 
Bearing : 100.67
    387.2    6.5   49.6    0.955   3.7   6.00e-3 50.0    401.5     1.944    4.693      0.00
      0.0    0.8   49.2     41.9 0.167      25.0 0.87    12.00     0.116    1.497 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1531.31
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    3.06
 
 
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
    387.2      8.74     49.65    0.81       49.24    24.00      0.300      2.162      0.067      0.000*
Transfer:      2.33
    372.6      8.65     49.65    3.60       47.85    24.00      0.300      2.134      0.051      2.347 
Critical:      3.97
    362.4      8.44     49.65    3.94       47.68    24.00      0.300      2.065      0.009      1.760 
0.1L    :      9.47
    328.1      7.74     49.65    5.06       47.12    24.00      0.300      1.829      0.000      0.827 
0.2L    :     19.60
    268.5      6.80     46.58    5.38       43.90    24.00      0.300      1.516      0.000      0.620 
0.3L    :     29.73
    210.2      5.15     48.08    5.38       45.39    24.00      0.300      0.965      0.000      0.413 
0.4L    :     39.87
    153.3      3.63     49.58    5.39       46.89    24.00      0.300      0.461      0.000      0.413 
0.5L    :     50.00
     97.6      2.31     49.58    5.39       46.89    24.00      0.300      0.021      0.000      0.413 
0.6L    :     60.13
    153.3      3.63     49.58    5.39       46.89    24.00      0.300      0.461      0.000      0.413 
0.7L    :     70.27
    210.2      5.15     48.08    5.38       45.39    24.00      0.300      0.965      0.000      0.413 
0.8L    :     80.40
    268.5      6.80     46.58    5.38       43.90    24.00      0.300      1.516      0.000      0.620 
0.9L    :     90.53
    328.1      7.74     49.65    5.06       47.12    24.00      0.300      1.829      0.000      0.827 
Critical:     96.03
    362.4      8.44     49.65    3.94       47.68    24.00      0.300      2.065      0.009      1.760 
Transfer:     97.67
    372.6      8.65     49.65    3.60       47.85    24.00      0.300      2.134      0.051      2.112 
Bearing :    100.00
    387.2      8.74     49.65    0.81       49.24    24.00      0.300      2.162      0.067      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.47 ft
Prestress      :       1.544  1.80      2.780  2.20      3.397
Self Wt.       :      -0.567  1.85     -1.050  2.40     -1.362
Deck + Haunch  :                       -0.619  2.30     -1.425
DL-Prec. (DC)  :                       -0.083  3.00     -0.248
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.076  3.00     -0.227
DL-Comp. (DW)  :                       -0.042  3.00     -0.125
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 19.60 ft
Prestress      :       2.773  1.80      4.992  2.20      6.101
Self Wt.       :      -1.066  1.85     -1.971  2.40     -2.557
Deck + Haunch  :                       -1.205  2.30     -2.772
DL-Prec. (DC)  :                       -0.161  3.00     -0.482
Diaphragm      :                       -0.010  3.00     -0.030
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.147  3.00     -0.442
DL-Comp. (DW)  :                       -0.081  3.00     -0.244
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 29.73 ft
Prestress      :       3.657  1.80      6.582  2.20      8.044
Self Wt.       :      -1.447  1.85     -2.677  2.40     -3.473
Deck + Haunch  :                       -1.656  2.30     -3.808
DL-Prec. (DC)  :                       -0.221  3.00     -0.662
Diaphragm      :                       -0.014  3.00     -0.042
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.203  3.00     -0.608
DL-Comp. (DW)  :                       -0.112  3.00     -0.335
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 39.87 ft
Prestress      :       4.170  1.80      7.505  2.20      9.173
Self Wt.       :      -1.680  1.85     -3.108  2.40     -4.032
Deck + Haunch  :                       -1.931  2.30     -4.441
DL-Prec. (DC)  :                       -0.257  3.00     -0.772
Diaphragm      :                       -0.017  3.00     -0.050
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.237  3.00     -0.711
DL-Comp. (DW)  :                       -0.131  3.00     -0.392
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 50.00 ft
Prestress      :       4.359  1.80      7.847  2.20      9.591
Self Wt.       :      -1.764  1.85     -3.264  2.40     -4.234
Deck + Haunch  :                       -2.030  2.30     -4.670
DL-Prec. (DC)  :                       -0.270  3.00     -0.811
Diaphragm      :                       -0.018  3.00     -0.053
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.249  3.00     -0.748
DL-Comp. (DW)  :                       -0.138  3.00     -0.413
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 60.13 ft
Prestress      :       4.170  1.80      7.505  2.20      9.173
Self Wt.       :      -1.680  1.85     -3.108  2.40     -4.032
Deck + Haunch  :                       -1.931  2.30     -4.441
DL-Prec. (DC)  :                       -0.257  3.00     -0.772
Diaphragm      :                       -0.017  3.00     -0.050
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.237  3.00     -0.711
DL-Comp. (DW)  :                       -0.131  3.00     -0.392
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 70.27 ft
Prestress      :       3.657  1.80      6.582  2.20      8.044
Self Wt.       :      -1.447  1.85     -2.677  2.40     -3.473
Deck + Haunch  :                       -1.656  2.30     -3.808
DL-Prec. (DC)  :                       -0.221  3.00     -0.662
Diaphragm      :                       -0.014  3.00     -0.042
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.203  3.00     -0.608
DL-Comp. (DW)  :                       -0.112  3.00     -0.335
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 80.40 ft
Prestress      :       2.773  1.80      4.992  2.20      6.101
Self Wt.       :      -1.066  1.85     -1.971  2.40     -2.557
Deck + Haunch  :                       -1.205  2.30     -2.772
DL-Prec. (DC)  :                       -0.161  3.00     -0.482
Diaphragm      :                       -0.010  3.00     -0.030
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.147  3.00     -0.442
DL-Comp. (DW)  :                       -0.081  3.00     -0.244
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 90.53 ft
Prestress      :       1.544  1.80      2.780  2.20      3.397
Self Wt.       :      -0.567  1.85     -1.050  2.40     -1.362
Deck + Haunch  :                       -0.619  2.30     -1.425
DL-Prec. (DC)  :                       -0.083  3.00     -0.248
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.076  3.00     -0.227
DL-Comp. (DW)  :                       -0.042  3.00     -0.125
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

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
   659.4    44.0  5.170  262.7    4.2   3.60   4779.8  0.033T 1.00       -       -     -     -  
H/2     :   2.22
   627.3    44.0  4.970  263.0    4.1   3.46   4604.8  0.035T 1.00       -       -     -     -  
0.1L    :   9.47
  2471.4    45.1  7.350  260.0    6.0   5.06   6776.5  0.023T 1.00       -       -     -     -  
0.2L    :  19.60
  4521.6    46.6  7.812  259.7    6.3   5.38   7422.1  0.021T 1.00    537.6   537.6   13.81    -  
0.3L    :  29.73
  5956.6    48.1  7.812  260.0    6.3   5.38   7684.3  0.021T 1.00    313.0   313.0   24.55    -  
0.4L    :  39.87
  6815.0    49.6  7.812  260.3    6.3   5.39   7946.6  0.021T 1.00    192.8   192.8   41.21    -  
0.5L    :  50.00
  7075.0    49.6  7.812  260.3    6.3   5.39   7946.6  0.021T 1.00    143.7   143.7   55.30    -  
0.6L    :  60.13
  6815.0    49.6  7.812  260.3    6.3   5.39   7946.6  0.021T 1.00    192.8   192.8   41.21    -  
0.7L    :  70.27
  5956.6    48.1  7.812  260.0    6.3   5.38   7684.3  0.021T 1.00    313.0   313.0   24.55    -  
0.8L    :  80.40
  4521.6    46.6  7.812  259.7    6.3   5.38   7422.1  0.021T 1.00    537.6   537.6   13.81    -  
0.9L    :  90.53
  2471.4    45.1  7.350  260.0    6.0   5.06   6776.5  0.023T 1.00       -       -     -     -  
H/2     :  97.78
   627.3    44.0  4.970  263.0    4.1   3.46   4604.8  0.035T 1.00       -       -     -     -  
Transfer:  97.67
   659.4    44.0  5.170  262.7    4.2   3.60   4779.8  0.033T 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 1-18; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.081
        M   2.00 Fb     0.147
 
  2   2 E  42.00 Ft     0.418
        M   6.00 Fb     0.084
 
  3   2 E  40.00 Ft     0.732
        M   4.00 Fb     0.041
 
  4   2 E  38.00 Ft     1.024
        M   2.00 Fb     0.016
 
  5   2 E   6.00 Ft     0.978
        M   6.00 Fb     0.265
 
  6   2 E   6.00 Ft     0.931
        M   6.00 Fb     0.515
 
  7   2 E   6.00 Ft     0.885
        M   6.00 Fb     0.765
 
  8   2 E   4.00 Ft     0.816
        M   4.00 Fb     1.033
 
  9   2 E   4.00 Ft     0.747
        M   4.00 Fb     1.301
 
 10   2 E   4.00 Ft     0.677
        M   4.00 Fb     1.570
 
 11   2 E   4.00 Ft     0.608
        M   4.00 Fb     1.838
 
 12   2 E   4.00 Ft     0.539
        M   4.00 Fb     2.106
 
 13   2 E   4.00 Ft     0.470
        M   4.00 Fb     2.374
 
 14   2 E   2.00 Ft     0.377
        M   2.00 Fb     2.662
 
 15   2 E   2.00 Ft     0.285
        M   2.00 Fb     2.949
 
 16   2 E   2.00 Ft     0.193
        M   2.00 Fb     3.236
 
 17   2 E   2.00 Ft     0.101
        M   2.00 Fb     3.523
 
 18   2 E   2.00 Ft     0.008
        M   2.00 Fb     3.810
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 101.33            Release Length, ft: 101.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  36
No. of strands, Draped:   6           No. of strands, Straight:  30
Concrete Strength, f'ci:   7.0  ksi        f'c:   8.0 ksi  f'ct   4.0 ksi
Initial losses:  8.38 %               Final losses: 12.44 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.550       3.810     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.008       Trans
      Precast Top w/ reinf. (tension)      -0.635           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7946.61     7075.05     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.208     Midspan
    Pre.Top:   4.800  -0.000     Bearing    3.600   2.614     Midspan
    Pre.Bot:   4.800  -0.000     Bearing    3.600   3.162    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.537  -0.000     Bearing
    Pre.Bot:  -0.537  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.200   1.631     Midspan
    Pre.Bot:                                                             3.200   1.469    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.359  1.80      7.847  2.20      9.591
Self Wt.       :      -1.764  1.85     -3.264  2.40     -4.234
Deck + Haunch  :                       -2.030  2.30     -4.670
DL-Prec. (DC)  :                       -0.270  3.00     -0.811
Diaphragm      :                       -0.018  3.00     -0.053
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.249  3.00     -0.748
DL-Comp. (DW)  :                       -0.138  3.00     -0.413
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  100.00
     DC  Line       0.087      0.00       0.087  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.330 ft
Release length = 101.330 ft
Design  length = 100.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.718   (Calculated)    
Live Moment (1  lane  loaded)  : 0.496   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.185   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.948   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 3
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        691.8 in2           1389.7 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           465901 in4#
Ht. of c.g.           =        20.74 in             35.08 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7955

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     9.47    19.60    29.73    39.87    50.00
 
Precast: (At Release, using Ec =  5131.5 ksi )
  Area    , in2    699.7    727.4    726.0    727.4    727.4    727.4    727.4    727.4
  Yb      ,  in    20.61    20.18    20.20    20.13    20.05    19.98    19.90    19.90
  MI(Ixx) , in4   179944   183459   183281   184320   185672   187177   188834   188834
Composite: (At Final, using Ec =  5362.7 ksi )
  Area    , in2   1397.2   1423.4   1422.1   1423.4   1423.4   1423.4   1423.4   1423.4
  Yb      ,  in    34.94    34.47    34.49    34.44    34.41    34.37    34.34    34.34
  MI(Ixx) , in4   470738   487903   487041   489736   492467   495346   498373   498373

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.00  ksi   
  Elasticity         =     5131.5 ksi   
  Max comp           =       4.55 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.63 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.00 ksi           4.00 ksi
  Elasticity         =    5362.70 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.80 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.60 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.54 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  36 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 40.53 ft from member end )
END PATTERN (Ycg = 9.67 in):
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in     2 @ 38.000 in
     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    7.81 in2      Initial Pull          =     1531.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.645 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.556 ft
Holddown Force        =  18.839 kips     Beam Shrtng (PL/AE)   =      0.500 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)       
--------------------------------------------------------------------------------------
      3649.211         740 2700.416     18.030 73021.086  1078.868     641.412        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.25       0.1250      1.2500     No
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.2500    Yes
      2      US#6[M19]       60.00        0.88       4.50       2.2500      3.0000    Yes
      2      US#6[M19]       60.00        0.88       5.00       3.0000      3.4167    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.4167      4.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.9167     13.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      13.9167     21.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      21.9167     28.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      28.1667     73.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      73.1634     79.4134    Yes
      2      US#5[M16]       60.00        0.62      12.00      79.4134     87.4134    Yes
      2      US#5[M16]       60.00        0.62       9.00      87.4134     96.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00      96.4134     97.9134    Yes
      2      US#6[M19]       60.00        0.88       5.00      97.9134     98.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      98.3301     99.0801    Yes
      2      US#6[M19]       60.00        0.88       3.00      99.0801    100.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     100.0801    101.2051     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 101.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.8120 in2       Ycg =  3.67 in
         P_init    =     1531.3 kips  Ecc = 17.07 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5132 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.42 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.957 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.17 ksi    0.00 ksi
    due to Composite Loads                                 -2.25 ksi    0.00 ksi
    due to Live Loads                                      -6.36 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.50 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.83 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.42 ksi  ( 8.38 %)             7.95 ksi ( 4.06 %)
Total Prestress Losses                                    24.38 ksi (12.44 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    82.2    78.2   308.8   567.8   752.8   863.8   900.8
(Max)       V      36.0    34.3    34.4    29.2    21.9    14.6     7.3     0.0
DL-Prec.  : M       0.0    13.9    13.2    52.2    95.9   127.2   145.9   152.1
DC(Max)     V       6.1     5.8     5.8     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.2    99.1   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.7    37.0    27.8    18.5     9.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    33.8    32.1   126.9   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.1    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    17.7    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.8     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   193.3   183.9   722.3  1314.9  1720.9  1962.4  2026.7
            V     140.8   136.2   136.4   122.2   103.2    84.2    57.9    38.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   140.8   136.2   136.4   122.2   104.4    87.4    71.1    55.6
            M       0.0   199.5   189.9   722.3  1241.1  1575.6  1719.2  1685.9
Total     : M+      0.0   446.5   424.8  1674.2  3065.5  4042.8  4627.9  4808.5
            V     251.8   242.0   242.5   212.3   170.8   129.3    80.6    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   251.8   242.0   242.5   212.3   172.0   132.5    93.8    55.9
            M       0.0   452.7   430.8  1674.2  2991.6  3897.4  4384.8  4467.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.78   97.67  100.00
Self wt.  : M     863.8   752.8   567.8   308.8    78.2    82.2     0.0
(Max)       V       7.3    14.6    21.9    29.2    34.4    34.3    36.0
DL-Prec.  : M     145.9   127.2    95.9    52.2    13.2    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.8     5.8     6.1
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    1095.3   954.6   720.0   391.6    99.1   104.2     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.7    43.6    45.7
Diaphragm : M      10.0     7.4     4.9     2.4     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     354.8   309.2   233.2   126.9    32.1    33.8     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.1    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    17.7    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.8     7.8     8.2
LL + I    : M+   1962.4  1720.9  1314.9   722.3   183.9   193.3     0.0
            V      57.9    84.2   103.2   122.2   136.4   136.2   140.8
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    71.1    87.4   104.4   122.2   136.4   136.2   140.8
            M    1719.2  1575.6  1241.1   722.3   189.9   199.5     0.0
Total     : M+   4627.9  4042.8  3065.5  1674.2   424.8   446.5     0.0
            V      80.6   129.3   170.8   212.3   242.5   242.0   251.8
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    93.8   132.5   172.0   212.3   242.5   242.0   251.8
            M    4384.8  3897.4  2991.6  1674.2   430.8   452.7     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.0             36.0
Deck+Haunch            45.7             45.7
Diaphragm               0.2              0.3
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           40.8             40.8
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    82.2    78.2   308.8   567.8   752.8   863.8   900.8
(Max)       V      36.0    34.3    34.4    29.2    21.9    14.6     7.3     0.0
DL-Prec.  : M       0.0    13.9    13.2    52.2    95.9   127.2   145.9   152.1
DC(Max)     V       6.1     5.8     5.8     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.2    99.1   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.7    37.0    27.8    18.5     9.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    33.8    32.1   126.9   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.1    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    17.7    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.8     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   154.6   147.1   577.9  1052.0  1376.8  1569.9  1621.3
            V     112.6   109.0   109.1    97.8    82.6    67.4    46.3    31.1
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   112.6   109.0   109.1    97.8    83.5    69.9    56.9    44.5
            M       0.0   159.6   151.9   577.9   992.8  1260.5  1375.4  1348.7
Total     : M+      0.0   407.8   388.0  1529.7  2802.5  3698.6  4235.5  4403.2
            V     223.6   214.8   215.2   187.8   150.2   112.5    69.0    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   223.6   214.8   215.2   187.8   151.1   115.1    79.6    44.7
            M       0.0   412.8   392.8  1529.7  2743.4  3582.3  4041.0  4130.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.78   97.67  100.00
Self wt.  : M     863.8   752.8   567.8   308.8    78.2    82.2     0.0
(Max)       V       7.3    14.6    21.9    29.2    34.4    34.3    36.0
DL-Prec.  : M     145.9   127.2    95.9    52.2    13.2    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.8     5.8     6.1
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    1095.3   954.6   720.0   391.6    99.1   104.2     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.7    43.6    45.7
Diaphragm : M      10.0     7.4     4.9     2.4     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     354.8   309.2   233.2   126.9    32.1    33.8     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.1    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    17.7    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.8     7.8     8.2
LL + I    : M+   1569.9  1376.8  1052.0   577.9   147.1   154.6     0.0
            V      46.3    67.4    82.6    97.8   109.1   109.0   112.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.9    69.9    83.5    97.8   109.1   109.0   112.6
            M    1375.4  1260.5   992.8   577.9   151.9   159.6     0.0
Total     : M+   4235.5  3698.6  2802.5  1529.7   388.0   407.8     0.0
            V      69.0   112.5   150.2   187.8   215.2   214.8   223.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    79.6   115.1   151.1   187.8   215.2   214.8   223.6
            M    4041.0  3582.3  2743.4  1529.7   392.8   412.8     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0   102.7    97.7   386.1   709.8   941.0  1079.7  1126.0
(Max)       V      45.0    42.9    43.0    36.5    27.4    18.3     9.1     0.0
Self wt.  : M       0.0    74.0    70.4   278.0   511.0   677.5   777.4   810.7
(Min)       V      32.4    30.9    31.0    26.3    19.7    13.1     6.6     0.0
DL-Prec.  : M       0.0    17.3    16.5    65.2   119.9   158.9   182.4   190.2
DC(Max)     V       7.6     7.3     7.3     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0    12.5    11.9    46.9    86.3   114.4   131.3   136.9
DC(Min)     V       5.5     5.2     5.2     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   130.2   123.9   489.5   900.0  1193.2  1369.2  1427.8
Haunch (Max)V      57.1    54.4    54.6    46.3    34.7    23.1    11.6     0.0
Deck +    : M       0.0    93.8    89.2   352.5   648.0   859.1   985.8  1028.0
Haunch (Min)V      41.1    39.2    39.3    33.3    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.7     0.7     3.0     6.1     9.3    12.5    15.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     2.1     4.4     6.7     9.0    11.2
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    42.2    40.1   158.6   291.5   386.5   443.5   462.5
DC(Max)     V      18.5    17.6    17.7    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    30.4    28.9   114.2   209.9   278.3   319.3   333.0
DC(Min)     V      13.3    12.7    12.7    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    27.9    26.6   105.0   193.1   255.9   293.7   306.3
DW(Max)     V      12.3    11.7    11.7     9.9     7.4     5.0     2.5     0.0
DL-Comp   : M       0.0    12.1    11.5    45.5    83.7   110.9   127.3   132.7
DW(Min)     V       5.3     5.1     5.1     4.3     3.2     2.2     1.1     0.0
LL + I    : M+      0.0   338.2   321.8  1264.1  2301.1  3011.7  3434.1  3546.7
            V     246.3   238.3   238.7   213.9   180.6   147.3   101.2    67.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   246.3   238.3   238.7   213.9   182.8   152.9   124.5    97.3
            M       0.0   349.1   332.3  1264.1  2171.9  2757.3  3008.6  2950.3
Total     : M+      0.0   659.4   627.3  2471.4  4521.6  5956.6  6815.0  7075.0
            V     387.2   372.6   373.3   328.1   266.4   204.6   130.0    68.3
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   387.2   372.6   373.3   328.1   268.5   210.2   153.3    97.6
            M       0.0   670.2   637.8  2471.4  4392.3  5702.3  6389.6  6478.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.78   97.67  100.00
Self wt.  : M    1079.7   941.0   709.8   386.1    97.7   102.7     0.0
(Max)       V       9.1    18.3    27.4    36.5    43.0    42.9    45.0
Self wt.  : M     777.4   677.5   511.0   278.0    70.4    74.0     0.0
(Min)       V       6.6    13.1    19.7    26.3    31.0    30.9    32.4
DL-Prec.  : M     182.4   158.9   119.9    65.2    16.5    17.3     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.3     7.3     7.6
DL-Prec.  : M     131.3   114.4    86.3    46.9    11.9    12.5     0.0
DC(Min)     V       1.1     2.2     3.3     4.4     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1369.2  1193.2   900.0   489.5   123.9   130.2     0.0
Haunch (Max)V      11.6    23.1    34.7    46.3    54.6    54.4    57.1
Deck +    : M     985.8   859.1   648.0   352.5    89.2    93.8     0.0
Haunch (Min)V       8.3    16.7    25.0    33.3    39.3    39.2    41.1
Diaphragm : M      12.5     9.3     6.1     3.0     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.0     6.7     4.4     2.1     0.5     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     443.5   386.5   291.5   158.6    40.1    42.2     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.7    17.6    18.5
DL-Comp   : M     319.3   278.3   209.9   114.2    28.9    30.4     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.7    12.7    13.3
DL-Comp   : M     293.7   255.9   193.1   105.0    26.6    27.9     0.0
DW(Max)     V       2.5     5.0     7.4     9.9    11.7    11.7    12.3
DL-Comp   : M     127.3   110.9    83.7    45.5    11.5    12.1     0.0
DW(Min)     V       1.1     2.2     3.2     4.3     5.1     5.1     5.3
LL + I    : M+   3434.1  3011.7  2301.1  1264.1   321.8   338.2     0.0
            V     101.2   147.3   180.6   213.9   238.7   238.3   246.3
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   124.5   152.9   182.8   213.9   238.7   238.3   246.3
            M    3008.6  2757.3  2171.9  1264.1   332.3   349.1     0.0
Total     : M+   6815.0  5956.6  4521.6  2471.4   627.3   659.4     0.0
            V     130.0   204.6   266.4   328.1   373.3   372.6   387.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   153.3   210.2   268.5   328.1   373.3   372.6   387.2
            M    6389.6  5702.3  4392.3  2471.4   637.8   670.2     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               45.0             45.0
Deck+Haunch            57.1             57.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.6              7.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           61.3             61.3
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    82.2    78.2   308.8   567.8   752.8   863.8   900.8
(Max)       V      36.0    34.3    34.4    29.2    21.9    14.6     7.3     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    13.9    13.2    52.2    95.9   127.2   145.9   152.1
DC(Max)     V       6.1     5.8     5.8     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.2    99.1   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.7    37.0    27.8    18.5     9.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    33.8    32.1   126.9   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.1    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    18.6    17.7    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.8     6.6     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   132.1   125.8   488.0   869.5  1133.5  1269.8  1260.6
            V     112.3   108.9   109.1    98.6    84.8    64.7    51.0    37.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.3   108.9   109.1    98.6    84.8    71.1    57.4    43.6
            M       0.0   132.1   125.8   488.0   869.5  1105.5  1195.9  1140.9
Total     : M+      0.0   385.3   366.6  1439.8  2620.1  3455.3  3935.4  4042.4
            V     223.3   214.8   215.2   188.6   152.4   109.8    73.7    37.5
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   223.3   214.8   215.2   188.6   152.4   116.3    80.1    43.9
            M       0.0   385.3   366.6  1439.8  2620.1  3427.3  3861.5  3922.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.78   97.67  100.00
Self wt.  : M     863.8   752.8   567.8   308.8    78.2    82.2     0.0
(Max)       V       7.3    14.6    21.9    29.2    34.4    34.3    36.0
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     145.9   127.2    95.9    52.2    13.2    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.8     5.8     6.1
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    1095.3   954.6   720.0   391.6    99.1   104.2     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.7    43.6    45.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      10.0     7.4     4.9     2.4     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     354.8   309.2   233.2   126.9    32.1    33.8     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.1    14.1    14.8
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     195.8   170.6   128.7    70.0    17.7    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.8     7.8     8.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1269.8  1133.5   869.5   488.0   125.8   132.1     0.0
            V      51.0    64.7    84.8    98.6   109.1   108.9   112.3
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    57.4    71.1    84.8    98.6   109.1   108.9   112.3
            M    1195.9  1105.5   869.5   488.0   125.8   132.1     0.0
Total     : M+   3935.4  3455.3  2620.1  1439.8   366.6   385.3     0.0
            V      73.7   109.8   152.4   188.6   215.2   214.8   223.3
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    80.1   116.3   152.4   188.6   215.2   214.8   223.3
            M    3861.5  3427.3  2620.1  1439.8   366.6   385.3     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.173   0.539   0.954   1.246   1.416   1.475 
Bottom        -0.140  -0.436  -0.767  -0.995  -1.123  -1.170 
 
Prestress
Precast-top   -0.164  -0.366  -0.649  -0.927  -1.199  -1.199 
Bottom         3.950   4.105   4.319   4.526   4.726   4.726 
 
Total
Precast-top    0.008   0.173   0.306   0.320   0.217   0.276 
Bottom         3.810   3.668   3.552   3.531   3.603   3.556 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.11 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.018   0.072   0.132   0.175   0.199   0.208 
Precast-top   -0.020   0.195   0.187   0.952   1.762   2.264   2.460   2.614 
Bottom         0.804   3.162   3.049   2.452   1.693   1.219   1.024   0.887 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.173   0.539   0.954   1.246   1.416   1.475 
Bottom        -0.140  -0.436  -0.767  -0.995  -1.123  -1.170 
 
Prestress
Precast-top   -0.164  -0.366  -0.649  -0.927  -1.199  -1.199 
Bottom         3.950   4.105   4.319   4.526   4.726   4.726 
 
Total
Precast-top    0.008   0.173   0.306   0.320   0.217   0.276 
Bottom         3.810   3.668   3.552   3.531   3.603   3.556 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.11 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.058   0.055   0.215   0.384   0.500   0.560   0.561 
Precast-top   -0.010   0.132   0.126   0.602   1.106   1.424   1.556   1.631 
Bottom         0.402   1.469   1.418   0.814   0.117  -0.334  -0.538  -0.599 
 

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
    387.2    6.5   49.6    0.955   3.7   6.00e-3 50.0    401.5     1.944    4.693      0.00
      0.0    0.8   49.2     41.9 0.167      25.0 0.87    12.00     0.116    1.497 
Transfer:   3.00
    372.6    6.5   49.6    4.308  16.6  -0.03e-3 28.9    261.3     0.603    2.347      0.00
    670.2    3.6   47.9    189.0 0.160     136.2 4.90    12.00     0.116    1.543 
Critical:   4.64
    362.3    6.5   49.6    4.731  16.6  -0.05e-3 28.8    247.5     0.571    1.760      0.00
   1086.6    3.9   47.7    189.0 0.156     138.5 5.00    12.00     0.116    1.581 
0.1L    :  10.13
    328.1    6.5   49.6    6.125  16.6  -0.06e-3 28.8    210.9     0.492    0.827      0.00
   2471.4    5.1   47.1    189.0 0.142     137.1 5.01    12.00     0.116    1.393 
0.2L    :  20.27
    268.5    6.5   46.6    7.812  16.6  -0.01e-3 29.0    158.8     0.401    0.620      0.00
   4392.3    5.4   43.9    189.0 0.123     123.0 4.82    24.00     0.116    1.291 
0.3L    :  30.40
    210.2    6.5   48.1    7.812  16.6   1.01e-3 32.5    144.9     0.407    0.413      0.00
   5702.3    5.4   45.4    189.0 0.092      72.1 2.73    24.00     0.116    1.009 
0.4L    :  40.53
    153.3    6.5   49.6    7.812   0.0   1.40e-3 33.9    106.5     0.305    0.413      0.00
   6389.6    5.4   46.9    189.0 0.070      63.8 2.34    24.00     0.116    1.221 
0.5L    :  50.67
     97.6    6.5   49.6    7.812   0.0   1.25e-3 33.4     41.1     0.116    0.413      0.00
   6478.6    5.4   46.9    189.0 0.044      67.4 2.47    24.00     0.116    1.977 
0.6L    :  60.80
    153.3    6.5   49.6    7.812   0.0   1.40e-3 33.9    106.5     0.305    0.413      0.00
   6389.6    5.4   46.9    189.0 0.070      63.8 2.34    24.00     0.116    1.221 
0.7L    :  70.93
    210.2    6.5   48.1    7.812  16.6   1.01e-3 32.5    144.9     0.407    0.413      0.00
   5702.3    5.4   45.4    189.0 0.092      72.1 2.73    24.00     0.116    1.009 
0.8L    :  81.06
    268.5    6.5   46.6    7.812  16.6  -0.01e-3 29.0    158.8     0.401    0.620      0.00
   4392.3    5.4   43.9    189.0 0.123     123.0 4.82    24.00     0.116    1.291 
0.9L    :  91.20
    328.1    6.5   49.6    6.125  16.6  -0.06e-3 28.8    210.9     0.492    0.827      0.00
   2471.4    5.1   47.1    189.0 0.142     137.1 5.01    12.00     0.116    1.393 
Critical:  96.69
    362.3    6.5   49.6    4.731  16.6  -0.05e-3 28.8    247.5     0.571    1.760      0.00
   1086.6    3.9   47.7    189.0 0.156     138.5 5.00    12.00     0.116    1.581 
Transfer:  98.33
    372.6    6.5   49.6    4.308  16.6  -0.03e-3 28.9    261.3     0.603    2.112      0.00
    670.2    3.6   47.9    189.0 0.160     136.2 4.90    12.00     0.116    1.543 
Bearing : 100.67
    387.2    6.5   49.6    0.955   3.7   6.00e-3 50.0    401.5     1.944    4.693      0.00
      0.0    0.8   49.2     41.9 0.167      25.0 0.87    12.00     0.116    1.497 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1531.31
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    3.06
 
 
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
    387.2      8.74     49.65    0.81       49.24    24.00      0.300      2.162      0.067      0.000*
Transfer:      2.33
    372.6      8.65     49.65    3.60       47.85    24.00      0.300      2.134      0.051      2.347 
Critical:      3.97
    362.4      8.44     49.65    3.94       47.68    24.00      0.300      2.065      0.009      1.760 
0.1L    :      9.47
    328.1      7.74     49.65    5.06       47.12    24.00      0.300      1.829      0.000      0.827 
0.2L    :     19.60
    268.5      6.80     46.58    5.38       43.90    24.00      0.300      1.516      0.000      0.620 
0.3L    :     29.73
    210.2      5.15     48.08    5.38       45.39    24.00      0.300      0.965      0.000      0.413 
0.4L    :     39.87
    153.3      3.63     49.58    5.39       46.89    24.00      0.300      0.461      0.000      0.413 
0.5L    :     50.00
     97.6      2.31     49.58    5.39       46.89    24.00      0.300      0.021      0.000      0.413 
0.6L    :     60.13
    153.3      3.63     49.58    5.39       46.89    24.00      0.300      0.461      0.000      0.413 
0.7L    :     70.27
    210.2      5.15     48.08    5.38       45.39    24.00      0.300      0.965      0.000      0.413 
0.8L    :     80.40
    268.5      6.80     46.58    5.38       43.90    24.00      0.300      1.516      0.000      0.620 
0.9L    :     90.53
    328.1      7.74     49.65    5.06       47.12    24.00      0.300      1.829      0.000      0.827 
Critical:     96.03
    362.4      8.44     49.65    3.94       47.68    24.00      0.300      2.065      0.009      1.760 
Transfer:     97.67
    372.6      8.65     49.65    3.60       47.85    24.00      0.300      2.134      0.051      2.112 
Bearing :    100.00
    387.2      8.74     49.65    0.81       49.24    24.00      0.300      2.162      0.067      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.47 ft
Prestress      :       1.544  1.80      2.780  2.20      3.397
Self Wt.       :      -0.567  1.85     -1.050  2.40     -1.362
Deck + Haunch  :                       -0.619  2.30     -1.425
DL-Prec. (DC)  :                       -0.083  3.00     -0.248
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.076  3.00     -0.227
DL-Comp. (DW)  :                       -0.042  3.00     -0.125
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 19.60 ft
Prestress      :       2.773  1.80      4.992  2.20      6.101
Self Wt.       :      -1.066  1.85     -1.971  2.40     -2.557
Deck + Haunch  :                       -1.205  2.30     -2.772
DL-Prec. (DC)  :                       -0.161  3.00     -0.482
Diaphragm      :                       -0.010  3.00     -0.030
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.147  3.00     -0.442
DL-Comp. (DW)  :                       -0.081  3.00     -0.244
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 29.73 ft
Prestress      :       3.657  1.80      6.582  2.20      8.044
Self Wt.       :      -1.447  1.85     -2.677  2.40     -3.473
Deck + Haunch  :                       -1.656  2.30     -3.808
DL-Prec. (DC)  :                       -0.221  3.00     -0.662
Diaphragm      :                       -0.014  3.00     -0.042
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.203  3.00     -0.608
DL-Comp. (DW)  :                       -0.112  3.00     -0.335
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 39.87 ft
Prestress      :       4.170  1.80      7.505  2.20      9.173
Self Wt.       :      -1.680  1.85     -3.108  2.40     -4.032
Deck + Haunch  :                       -1.931  2.30     -4.441
DL-Prec. (DC)  :                       -0.257  3.00     -0.772
Diaphragm      :                       -0.017  3.00     -0.050
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.237  3.00     -0.711
DL-Comp. (DW)  :                       -0.131  3.00     -0.392
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 50.00 ft
Prestress      :       4.359  1.80      7.847  2.20      9.591
Self Wt.       :      -1.764  1.85     -3.264  2.40     -4.234
Deck + Haunch  :                       -2.030  2.30     -4.670
DL-Prec. (DC)  :                       -0.270  3.00     -0.811
Diaphragm      :                       -0.018  3.00     -0.053
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.249  3.00     -0.748
DL-Comp. (DW)  :                       -0.138  3.00     -0.413
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 60.13 ft
Prestress      :       4.170  1.80      7.505  2.20      9.173
Self Wt.       :      -1.680  1.85     -3.108  2.40     -4.032
Deck + Haunch  :                       -1.931  2.30     -4.441
DL-Prec. (DC)  :                       -0.257  3.00     -0.772
Diaphragm      :                       -0.017  3.00     -0.050
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.237  3.00     -0.711
DL-Comp. (DW)  :                       -0.131  3.00     -0.392
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 70.27 ft
Prestress      :       3.657  1.80      6.582  2.20      8.044
Self Wt.       :      -1.447  1.85     -2.677  2.40     -3.473
Deck + Haunch  :                       -1.656  2.30     -3.808
DL-Prec. (DC)  :                       -0.221  3.00     -0.662
Diaphragm      :                       -0.014  3.00     -0.042
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.203  3.00     -0.608
DL-Comp. (DW)  :                       -0.112  3.00     -0.335
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 80.40 ft
Prestress      :       2.773  1.80      4.992  2.20      6.101
Self Wt.       :      -1.066  1.85     -1.971  2.40     -2.557
Deck + Haunch  :                       -1.205  2.30     -2.772
DL-Prec. (DC)  :                       -0.161  3.00     -0.482
Diaphragm      :                       -0.010  3.00     -0.030
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.147  3.00     -0.442
DL-Comp. (DW)  :                       -0.081  3.00     -0.244
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 90.53 ft
Prestress      :       1.544  1.80      2.780  2.20      3.397
Self Wt.       :      -0.567  1.85     -1.050  2.40     -1.362
Deck + Haunch  :                       -0.619  2.30     -1.425
DL-Prec. (DC)  :                       -0.083  3.00     -0.248
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.076  3.00     -0.227
DL-Comp. (DW)  :                       -0.042  3.00     -0.125
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

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
   659.4    44.0  5.170  262.7    4.2   3.60   4779.8  0.033T 1.00       -       -     -     -  
H/2     :   2.22
   627.3    44.0  4.970  263.0    4.1   3.46   4604.8  0.035T 1.00       -       -     -     -  
0.1L    :   9.47
  2471.4    45.1  7.350  260.0    6.0   5.06   6776.5  0.023T 1.00       -       -     -     -  
0.2L    :  19.60
  4521.6    46.6  7.812  259.7    6.3   5.38   7422.1  0.021T 1.00    537.6   537.6   13.81    -  
0.3L    :  29.73
  5956.6    48.1  7.812  260.0    6.3   5.38   7684.3  0.021T 1.00    313.0   313.0   24.55    -  
0.4L    :  39.87
  6815.0    49.6  7.812  260.3    6.3   5.39   7946.6  0.021T 1.00    192.8   192.8   41.21    -  
0.5L    :  50.00
  7075.0    49.6  7.812  260.3    6.3   5.39   7946.6  0.021T 1.00    143.7   143.7   55.30    -  
0.6L    :  60.13
  6815.0    49.6  7.812  260.3    6.3   5.39   7946.6  0.021T 1.00    192.8   192.8   41.21    -  
0.7L    :  70.27
  5956.6    48.1  7.812  260.0    6.3   5.38   7684.3  0.021T 1.00    313.0   313.0   24.55    -  
0.8L    :  80.40
  4521.6    46.6  7.812  259.7    6.3   5.38   7422.1  0.021T 1.00    537.6   537.6   13.81    -  
0.9L    :  90.53
  2471.4    45.1  7.350  260.0    6.0   5.06   6776.5  0.023T 1.00       -       -     -     -  
H/2     :  97.78
   627.3    44.0  4.970  263.0    4.1   3.46   4604.8  0.035T 1.00       -       -     -     -  
Transfer:  97.67
   659.4    44.0  5.170  262.7    4.2   3.60   4779.8  0.033T 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 1-18; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.081
        M   2.00 Fb     0.147
 
  2   2 E  42.00 Ft     0.418
        M   6.00 Fb     0.084
 
  3   2 E  40.00 Ft     0.732
        M   4.00 Fb     0.041
 
  4   2 E  38.00 Ft     1.024
        M   2.00 Fb     0.016
 
  5   2 E   6.00 Ft     0.978
        M   6.00 Fb     0.265
 
  6   2 E   6.00 Ft     0.931
        M   6.00 Fb     0.515
 
  7   2 E   6.00 Ft     0.885
        M   6.00 Fb     0.765
 
  8   2 E   4.00 Ft     0.816
        M   4.00 Fb     1.033
 
  9   2 E   4.00 Ft     0.747
        M   4.00 Fb     1.301
 
 10   2 E   4.00 Ft     0.677
        M   4.00 Fb     1.570
 
 11   2 E   4.00 Ft     0.608
        M   4.00 Fb     1.838
 
 12   2 E   4.00 Ft     0.539
        M   4.00 Fb     2.106
 
 13   2 E   4.00 Ft     0.470
        M   4.00 Fb     2.374
 
 14   2 E   2.00 Ft     0.377
        M   2.00 Fb     2.662
 
 15   2 E   2.00 Ft     0.285
        M   2.00 Fb     2.949
 
 16   2 E   2.00 Ft     0.193
        M   2.00 Fb     3.236
 
 17   2 E   2.00 Ft     0.101
        M   2.00 Fb     3.523
 
 18   2 E   2.00 Ft     0.008
        M   2.00 Fb     3.810
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 101.33            Release Length, ft: 101.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  36
No. of strands, Draped:   6           No. of strands, Straight:  30
Concrete Strength, f'ci:   7.0  ksi        f'c:   8.0 ksi  f'ct   4.0 ksi
Initial losses:  8.38 %               Final losses: 12.44 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.550       3.810     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.008       Trans
      Precast Top w/ reinf. (tension)      -0.635           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7946.61     7075.05     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.208     Midspan
    Pre.Top:   4.800  -0.000     Bearing    3.600   2.614     Midspan
    Pre.Bot:   4.800  -0.000     Bearing    3.600   3.162    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.537  -0.000     Bearing
    Pre.Bot:  -0.537  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.200   1.631     Midspan
    Pre.Bot:                                                             3.200   1.469    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.359  1.80      7.847  2.20      9.591
Self Wt.       :      -1.764  1.85     -3.264  2.40     -4.234
Deck + Haunch  :                       -2.030  2.30     -4.670
DL-Prec. (DC)  :                       -0.270  3.00     -0.811
Diaphragm      :                       -0.018  3.00     -0.053
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.249  3.00     -0.748
DL-Comp. (DW)  :                       -0.138  3.00     -0.413
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  100.00
     DC  Line       0.087      0.00       0.087  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.330 ft
Release length = 101.330 ft
Design  length = 100.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.718   (Calculated)    
Live Moment (1  lane  loaded)  : 0.496   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.185   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.948   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 4
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        691.8 in2           1389.7 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           465901 in4#
Ht. of c.g.           =        20.74 in             35.08 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7955

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     9.47    19.60    29.73    39.87    50.00
 
Precast: (At Release, using Ec =  5131.5 ksi )
  Area    , in2    699.7    727.4    726.0    727.4    727.4    727.4    727.4    727.4
  Yb      ,  in    20.61    20.18    20.20    20.13    20.05    19.98    19.90    19.90
  MI(Ixx) , in4   179944   183459   183281   184320   185672   187177   188834   188834
Composite: (At Final, using Ec =  5362.7 ksi )
  Area    , in2   1397.2   1423.4   1422.1   1423.4   1423.4   1423.4   1423.4   1423.4
  Yb      ,  in    34.94    34.47    34.49    34.44    34.41    34.37    34.34    34.34
  MI(Ixx) , in4   470738   487903   487041   489736   492467   495346   498373   498373

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.00  ksi   
  Elasticity         =     5131.5 ksi   
  Max comp           =       4.55 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.63 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.00 ksi           4.00 ksi
  Elasticity         =    5362.70 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.80 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.60 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.54 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  36 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 40.53 ft from member end )
END PATTERN (Ycg = 9.67 in):
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in     2 @ 38.000 in
     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    7.81 in2      Initial Pull          =     1531.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.645 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.556 ft
Holddown Force        =  18.839 kips     Beam Shrtng (PL/AE)   =      0.500 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)       
--------------------------------------------------------------------------------------
      3649.211         740 2700.416     18.030 73021.086  1078.868     641.412        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.25       0.1250      1.2500     No
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.2500    Yes
      2      US#6[M19]       60.00        0.88       4.50       2.2500      3.0000    Yes
      2      US#6[M19]       60.00        0.88       5.00       3.0000      3.4167    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.4167      4.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.9167     13.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      13.9167     21.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      21.9167     28.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      28.1667     73.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      73.1634     79.4134    Yes
      2      US#5[M16]       60.00        0.62      12.00      79.4134     87.4134    Yes
      2      US#5[M16]       60.00        0.62       9.00      87.4134     96.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00      96.4134     97.9134    Yes
      2      US#6[M19]       60.00        0.88       5.00      97.9134     98.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      98.3301     99.0801    Yes
      2      US#6[M19]       60.00        0.88       3.00      99.0801    100.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     100.0801    101.2051     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 101.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.8120 in2       Ycg =  3.67 in
         P_init    =     1531.3 kips  Ecc = 17.07 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5132 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.42 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.957 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.17 ksi    0.00 ksi
    due to Composite Loads                                 -2.25 ksi    0.00 ksi
    due to Live Loads                                      -6.36 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.50 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.83 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.42 ksi  ( 8.38 %)             7.95 ksi ( 4.06 %)
Total Prestress Losses                                    24.38 ksi (12.44 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    82.2    78.2   308.8   567.8   752.8   863.8   900.8
(Max)       V      36.0    34.3    34.4    29.2    21.9    14.6     7.3     0.0
DL-Prec.  : M       0.0    13.9    13.2    52.2    95.9   127.2   145.9   152.1
DC(Max)     V       6.1     5.8     5.8     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.2    99.1   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.7    37.0    27.8    18.5     9.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    33.8    32.1   126.9   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.1    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    17.7    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.8     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   193.3   183.9   722.3  1314.9  1720.9  1962.4  2026.7
            V     140.8   136.2   136.4   122.2   103.2    84.2    57.9    38.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   140.8   136.2   136.4   122.2   104.4    87.4    71.1    55.6
            M       0.0   199.5   189.9   722.3  1241.1  1575.6  1719.2  1685.9
Total     : M+      0.0   446.5   424.8  1674.2  3065.5  4042.8  4627.9  4808.5
            V     251.8   242.0   242.5   212.3   170.8   129.3    80.6    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   251.8   242.0   242.5   212.3   172.0   132.5    93.8    55.9
            M       0.0   452.7   430.8  1674.2  2991.6  3897.4  4384.8  4467.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.78   97.67  100.00
Self wt.  : M     863.8   752.8   567.8   308.8    78.2    82.2     0.0
(Max)       V       7.3    14.6    21.9    29.2    34.4    34.3    36.0
DL-Prec.  : M     145.9   127.2    95.9    52.2    13.2    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.8     5.8     6.1
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    1095.3   954.6   720.0   391.6    99.1   104.2     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.7    43.6    45.7
Diaphragm : M      10.0     7.4     4.9     2.4     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     354.8   309.2   233.2   126.9    32.1    33.8     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.1    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    17.7    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.8     7.8     8.2
LL + I    : M+   1962.4  1720.9  1314.9   722.3   183.9   193.3     0.0
            V      57.9    84.2   103.2   122.2   136.4   136.2   140.8
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    71.1    87.4   104.4   122.2   136.4   136.2   140.8
            M    1719.2  1575.6  1241.1   722.3   189.9   199.5     0.0
Total     : M+   4627.9  4042.8  3065.5  1674.2   424.8   446.5     0.0
            V      80.6   129.3   170.8   212.3   242.5   242.0   251.8
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    93.8   132.5   172.0   212.3   242.5   242.0   251.8
            M    4384.8  3897.4  2991.6  1674.2   430.8   452.7     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.0             36.0
Deck+Haunch            45.7             45.7
Diaphragm               0.2              0.3
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           40.8             40.8
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    82.2    78.2   308.8   567.8   752.8   863.8   900.8
(Max)       V      36.0    34.3    34.4    29.2    21.9    14.6     7.3     0.0
DL-Prec.  : M       0.0    13.9    13.2    52.2    95.9   127.2   145.9   152.1
DC(Max)     V       6.1     5.8     5.8     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.2    99.1   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.7    37.0    27.8    18.5     9.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    33.8    32.1   126.9   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.1    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    17.7    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.8     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   154.6   147.1   577.9  1052.0  1376.8  1569.9  1621.3
            V     112.6   109.0   109.1    97.8    82.6    67.4    46.3    31.1
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   112.6   109.0   109.1    97.8    83.5    69.9    56.9    44.5
            M       0.0   159.6   151.9   577.9   992.8  1260.5  1375.4  1348.7
Total     : M+      0.0   407.8   388.0  1529.7  2802.5  3698.6  4235.5  4403.2
            V     223.6   214.8   215.2   187.8   150.2   112.5    69.0    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   223.6   214.8   215.2   187.8   151.1   115.1    79.6    44.7
            M       0.0   412.8   392.8  1529.7  2743.4  3582.3  4041.0  4130.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.78   97.67  100.00
Self wt.  : M     863.8   752.8   567.8   308.8    78.2    82.2     0.0
(Max)       V       7.3    14.6    21.9    29.2    34.4    34.3    36.0
DL-Prec.  : M     145.9   127.2    95.9    52.2    13.2    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.8     5.8     6.1
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    1095.3   954.6   720.0   391.6    99.1   104.2     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.7    43.6    45.7
Diaphragm : M      10.0     7.4     4.9     2.4     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     354.8   309.2   233.2   126.9    32.1    33.8     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.1    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    17.7    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.8     7.8     8.2
LL + I    : M+   1569.9  1376.8  1052.0   577.9   147.1   154.6     0.0
            V      46.3    67.4    82.6    97.8   109.1   109.0   112.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.9    69.9    83.5    97.8   109.1   109.0   112.6
            M    1375.4  1260.5   992.8   577.9   151.9   159.6     0.0
Total     : M+   4235.5  3698.6  2802.5  1529.7   388.0   407.8     0.0
            V      69.0   112.5   150.2   187.8   215.2   214.8   223.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    79.6   115.1   151.1   187.8   215.2   214.8   223.6
            M    4041.0  3582.3  2743.4  1529.7   392.8   412.8     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0   102.7    97.7   386.1   709.8   941.0  1079.7  1126.0
(Max)       V      45.0    42.9    43.0    36.5    27.4    18.3     9.1     0.0
Self wt.  : M       0.0    74.0    70.4   278.0   511.0   677.5   777.4   810.7
(Min)       V      32.4    30.9    31.0    26.3    19.7    13.1     6.6     0.0
DL-Prec.  : M       0.0    17.3    16.5    65.2   119.9   158.9   182.4   190.2
DC(Max)     V       7.6     7.3     7.3     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0    12.5    11.9    46.9    86.3   114.4   131.3   136.9
DC(Min)     V       5.5     5.2     5.2     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   130.2   123.9   489.5   900.0  1193.2  1369.2  1427.8
Haunch (Max)V      57.1    54.4    54.6    46.3    34.7    23.1    11.6     0.0
Deck +    : M       0.0    93.8    89.2   352.5   648.0   859.1   985.8  1028.0
Haunch (Min)V      41.1    39.2    39.3    33.3    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.7     0.7     3.0     6.1     9.3    12.5    15.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     2.1     4.4     6.7     9.0    11.2
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    42.2    40.1   158.6   291.5   386.5   443.5   462.5
DC(Max)     V      18.5    17.6    17.7    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    30.4    28.9   114.2   209.9   278.3   319.3   333.0
DC(Min)     V      13.3    12.7    12.7    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    27.9    26.6   105.0   193.1   255.9   293.7   306.3
DW(Max)     V      12.3    11.7    11.7     9.9     7.4     5.0     2.5     0.0
DL-Comp   : M       0.0    12.1    11.5    45.5    83.7   110.9   127.3   132.7
DW(Min)     V       5.3     5.1     5.1     4.3     3.2     2.2     1.1     0.0
LL + I    : M+      0.0   338.2   321.8  1264.1  2301.1  3011.7  3434.1  3546.7
            V     246.3   238.3   238.7   213.9   180.6   147.3   101.2    67.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   246.3   238.3   238.7   213.9   182.8   152.9   124.5    97.3
            M       0.0   349.1   332.3  1264.1  2171.9  2757.3  3008.6  2950.3
Total     : M+      0.0   659.4   627.3  2471.4  4521.6  5956.6  6815.0  7075.0
            V     387.2   372.6   373.3   328.1   266.4   204.6   130.0    68.3
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   387.2   372.6   373.3   328.1   268.5   210.2   153.3    97.6
            M       0.0   670.2   637.8  2471.4  4392.3  5702.3  6389.6  6478.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.78   97.67  100.00
Self wt.  : M    1079.7   941.0   709.8   386.1    97.7   102.7     0.0
(Max)       V       9.1    18.3    27.4    36.5    43.0    42.9    45.0
Self wt.  : M     777.4   677.5   511.0   278.0    70.4    74.0     0.0
(Min)       V       6.6    13.1    19.7    26.3    31.0    30.9    32.4
DL-Prec.  : M     182.4   158.9   119.9    65.2    16.5    17.3     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.3     7.3     7.6
DL-Prec.  : M     131.3   114.4    86.3    46.9    11.9    12.5     0.0
DC(Min)     V       1.1     2.2     3.3     4.4     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1369.2  1193.2   900.0   489.5   123.9   130.2     0.0
Haunch (Max)V      11.6    23.1    34.7    46.3    54.6    54.4    57.1
Deck +    : M     985.8   859.1   648.0   352.5    89.2    93.8     0.0
Haunch (Min)V       8.3    16.7    25.0    33.3    39.3    39.2    41.1
Diaphragm : M      12.5     9.3     6.1     3.0     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.0     6.7     4.4     2.1     0.5     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     443.5   386.5   291.5   158.6    40.1    42.2     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.7    17.6    18.5
DL-Comp   : M     319.3   278.3   209.9   114.2    28.9    30.4     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.7    12.7    13.3
DL-Comp   : M     293.7   255.9   193.1   105.0    26.6    27.9     0.0
DW(Max)     V       2.5     5.0     7.4     9.9    11.7    11.7    12.3
DL-Comp   : M     127.3   110.9    83.7    45.5    11.5    12.1     0.0
DW(Min)     V       1.1     2.2     3.2     4.3     5.1     5.1     5.3
LL + I    : M+   3434.1  3011.7  2301.1  1264.1   321.8   338.2     0.0
            V     101.2   147.3   180.6   213.9   238.7   238.3   246.3
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   124.5   152.9   182.8   213.9   238.7   238.3   246.3
            M    3008.6  2757.3  2171.9  1264.1   332.3   349.1     0.0
Total     : M+   6815.0  5956.6  4521.6  2471.4   627.3   659.4     0.0
            V     130.0   204.6   266.4   328.1   373.3   372.6   387.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   153.3   210.2   268.5   328.1   373.3   372.6   387.2
            M    6389.6  5702.3  4392.3  2471.4   637.8   670.2     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               45.0             45.0
Deck+Haunch            57.1             57.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.6              7.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           61.3             61.3
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    82.2    78.2   308.8   567.8   752.8   863.8   900.8
(Max)       V      36.0    34.3    34.4    29.2    21.9    14.6     7.3     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    13.9    13.2    52.2    95.9   127.2   145.9   152.1
DC(Max)     V       6.1     5.8     5.8     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.2    99.1   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.7    37.0    27.8    18.5     9.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    33.8    32.1   126.9   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.1    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    18.6    17.7    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.8     6.6     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   132.1   125.8   488.0   869.5  1133.5  1269.8  1260.6
            V     112.3   108.9   109.1    98.6    84.8    64.7    51.0    37.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.3   108.9   109.1    98.6    84.8    71.1    57.4    43.6
            M       0.0   132.1   125.8   488.0   869.5  1105.5  1195.9  1140.9
Total     : M+      0.0   385.3   366.6  1439.8  2620.1  3455.3  3935.4  4042.4
            V     223.3   214.8   215.2   188.6   152.4   109.8    73.7    37.5
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   223.3   214.8   215.2   188.6   152.4   116.3    80.1    43.9
            M       0.0   385.3   366.6  1439.8  2620.1  3427.3  3861.5  3922.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.78   97.67  100.00
Self wt.  : M     863.8   752.8   567.8   308.8    78.2    82.2     0.0
(Max)       V       7.3    14.6    21.9    29.2    34.4    34.3    36.0
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     145.9   127.2    95.9    52.2    13.2    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.8     5.8     6.1
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    1095.3   954.6   720.0   391.6    99.1   104.2     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.7    43.6    45.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      10.0     7.4     4.9     2.4     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     354.8   309.2   233.2   126.9    32.1    33.8     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.1    14.1    14.8
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     195.8   170.6   128.7    70.0    17.7    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.8     7.8     8.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1269.8  1133.5   869.5   488.0   125.8   132.1     0.0
            V      51.0    64.7    84.8    98.6   109.1   108.9   112.3
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    57.4    71.1    84.8    98.6   109.1   108.9   112.3
            M    1195.9  1105.5   869.5   488.0   125.8   132.1     0.0
Total     : M+   3935.4  3455.3  2620.1  1439.8   366.6   385.3     0.0
            V      73.7   109.8   152.4   188.6   215.2   214.8   223.3
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    80.1   116.3   152.4   188.6   215.2   214.8   223.3
            M    3861.5  3427.3  2620.1  1439.8   366.6   385.3     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.173   0.539   0.954   1.246   1.416   1.475 
Bottom        -0.140  -0.436  -0.767  -0.995  -1.123  -1.170 
 
Prestress
Precast-top   -0.164  -0.366  -0.649  -0.927  -1.199  -1.199 
Bottom         3.950   4.105   4.319   4.526   4.726   4.726 
 
Total
Precast-top    0.008   0.173   0.306   0.320   0.217   0.276 
Bottom         3.810   3.668   3.552   3.531   3.603   3.556 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.11 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.018   0.072   0.132   0.175   0.199   0.208 
Precast-top   -0.020   0.195   0.187   0.952   1.762   2.264   2.460   2.614 
Bottom         0.804   3.162   3.049   2.452   1.693   1.219   1.024   0.887 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.173   0.539   0.954   1.246   1.416   1.475 
Bottom        -0.140  -0.436  -0.767  -0.995  -1.123  -1.170 
 
Prestress
Precast-top   -0.164  -0.366  -0.649  -0.927  -1.199  -1.199 
Bottom         3.950   4.105   4.319   4.526   4.726   4.726 
 
Total
Precast-top    0.008   0.173   0.306   0.320   0.217   0.276 
Bottom         3.810   3.668   3.552   3.531   3.603   3.556 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.11 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.058   0.055   0.215   0.384   0.500   0.560   0.561 
Precast-top   -0.010   0.132   0.126   0.602   1.106   1.424   1.556   1.631 
Bottom         0.402   1.469   1.418   0.814   0.117  -0.334  -0.538  -0.599 
 

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
    387.2    6.5   49.6    0.955   3.7   6.00e-3 50.0    401.5     1.944    4.693      0.00
      0.0    0.8   49.2     41.9 0.167      25.0 0.87    12.00     0.116    1.497 
Transfer:   3.00
    372.6    6.5   49.6    4.308  16.6  -0.03e-3 28.9    261.3     0.603    2.347      0.00
    670.2    3.6   47.9    189.0 0.160     136.2 4.90    12.00     0.116    1.543 
Critical:   4.64
    362.3    6.5   49.6    4.731  16.6  -0.05e-3 28.8    247.5     0.571    1.760      0.00
   1086.6    3.9   47.7    189.0 0.156     138.5 5.00    12.00     0.116    1.581 
0.1L    :  10.13
    328.1    6.5   49.6    6.125  16.6  -0.06e-3 28.8    210.9     0.492    0.827      0.00
   2471.4    5.1   47.1    189.0 0.142     137.1 5.01    12.00     0.116    1.393 
0.2L    :  20.27
    268.5    6.5   46.6    7.812  16.6  -0.01e-3 29.0    158.8     0.401    0.620      0.00
   4392.3    5.4   43.9    189.0 0.123     123.0 4.82    24.00     0.116    1.291 
0.3L    :  30.40
    210.2    6.5   48.1    7.812  16.6   1.01e-3 32.5    144.9     0.407    0.413      0.00
   5702.3    5.4   45.4    189.0 0.092      72.1 2.73    24.00     0.116    1.009 
0.4L    :  40.53
    153.3    6.5   49.6    7.812   0.0   1.40e-3 33.9    106.5     0.305    0.413      0.00
   6389.6    5.4   46.9    189.0 0.070      63.8 2.34    24.00     0.116    1.221 
0.5L    :  50.67
     97.6    6.5   49.6    7.812   0.0   1.25e-3 33.4     41.1     0.116    0.413      0.00
   6478.6    5.4   46.9    189.0 0.044      67.4 2.47    24.00     0.116    1.977 
0.6L    :  60.80
    153.3    6.5   49.6    7.812   0.0   1.40e-3 33.9    106.5     0.305    0.413      0.00
   6389.6    5.4   46.9    189.0 0.070      63.8 2.34    24.00     0.116    1.221 
0.7L    :  70.93
    210.2    6.5   48.1    7.812  16.6   1.01e-3 32.5    144.9     0.407    0.413      0.00
   5702.3    5.4   45.4    189.0 0.092      72.1 2.73    24.00     0.116    1.009 
0.8L    :  81.06
    268.5    6.5   46.6    7.812  16.6  -0.01e-3 29.0    158.8     0.401    0.620      0.00
   4392.3    5.4   43.9    189.0 0.123     123.0 4.82    24.00     0.116    1.291 
0.9L    :  91.20
    328.1    6.5   49.6    6.125  16.6  -0.06e-3 28.8    210.9     0.492    0.827      0.00
   2471.4    5.1   47.1    189.0 0.142     137.1 5.01    12.00     0.116    1.393 
Critical:  96.69
    362.3    6.5   49.6    4.731  16.6  -0.05e-3 28.8    247.5     0.571    1.760      0.00
   1086.6    3.9   47.7    189.0 0.156     138.5 5.00    12.00     0.116    1.581 
Transfer:  98.33
    372.6    6.5   49.6    4.308  16.6  -0.03e-3 28.9    261.3     0.603    2.112      0.00
    670.2    3.6   47.9    189.0 0.160     136.2 4.90    12.00     0.116    1.543 
Bearing : 100.67
    387.2    6.5   49.6    0.955   3.7   6.00e-3 50.0    401.5     1.944    4.693      0.00
      0.0    0.8   49.2     41.9 0.167      25.0 0.87    12.00     0.116    1.497 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1531.31
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    3.06
 
 
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
    387.2      8.74     49.65    0.81       49.24    24.00      0.300      2.162      0.067      0.000*
Transfer:      2.33
    372.6      8.65     49.65    3.60       47.85    24.00      0.300      2.134      0.051      2.347 
Critical:      3.97
    362.4      8.44     49.65    3.94       47.68    24.00      0.300      2.065      0.009      1.760 
0.1L    :      9.47
    328.1      7.74     49.65    5.06       47.12    24.00      0.300      1.829      0.000      0.827 
0.2L    :     19.60
    268.5      6.80     46.58    5.38       43.90    24.00      0.300      1.516      0.000      0.620 
0.3L    :     29.73
    210.2      5.15     48.08    5.38       45.39    24.00      0.300      0.965      0.000      0.413 
0.4L    :     39.87
    153.3      3.63     49.58    5.39       46.89    24.00      0.300      0.461      0.000      0.413 
0.5L    :     50.00
     97.6      2.31     49.58    5.39       46.89    24.00      0.300      0.021      0.000      0.413 
0.6L    :     60.13
    153.3      3.63     49.58    5.39       46.89    24.00      0.300      0.461      0.000      0.413 
0.7L    :     70.27
    210.2      5.15     48.08    5.38       45.39    24.00      0.300      0.965      0.000      0.413 
0.8L    :     80.40
    268.5      6.80     46.58    5.38       43.90    24.00      0.300      1.516      0.000      0.620 
0.9L    :     90.53
    328.1      7.74     49.65    5.06       47.12    24.00      0.300      1.829      0.000      0.827 
Critical:     96.03
    362.4      8.44     49.65    3.94       47.68    24.00      0.300      2.065      0.009      1.760 
Transfer:     97.67
    372.6      8.65     49.65    3.60       47.85    24.00      0.300      2.134      0.051      2.112 
Bearing :    100.00
    387.2      8.74     49.65    0.81       49.24    24.00      0.300      2.162      0.067      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.47 ft
Prestress      :       1.544  1.80      2.780  2.20      3.397
Self Wt.       :      -0.567  1.85     -1.050  2.40     -1.362
Deck + Haunch  :                       -0.619  2.30     -1.425
DL-Prec. (DC)  :                       -0.083  3.00     -0.248
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.076  3.00     -0.227
DL-Comp. (DW)  :                       -0.042  3.00     -0.125
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 19.60 ft
Prestress      :       2.773  1.80      4.992  2.20      6.101
Self Wt.       :      -1.066  1.85     -1.971  2.40     -2.557
Deck + Haunch  :                       -1.205  2.30     -2.772
DL-Prec. (DC)  :                       -0.161  3.00     -0.482
Diaphragm      :                       -0.010  3.00     -0.030
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.147  3.00     -0.442
DL-Comp. (DW)  :                       -0.081  3.00     -0.244
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 29.73 ft
Prestress      :       3.657  1.80      6.582  2.20      8.044
Self Wt.       :      -1.447  1.85     -2.677  2.40     -3.473
Deck + Haunch  :                       -1.656  2.30     -3.808
DL-Prec. (DC)  :                       -0.221  3.00     -0.662
Diaphragm      :                       -0.014  3.00     -0.042
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.203  3.00     -0.608
DL-Comp. (DW)  :                       -0.112  3.00     -0.335
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 39.87 ft
Prestress      :       4.170  1.80      7.505  2.20      9.173
Self Wt.       :      -1.680  1.85     -3.108  2.40     -4.032
Deck + Haunch  :                       -1.931  2.30     -4.441
DL-Prec. (DC)  :                       -0.257  3.00     -0.772
Diaphragm      :                       -0.017  3.00     -0.050
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.237  3.00     -0.711
DL-Comp. (DW)  :                       -0.131  3.00     -0.392
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 50.00 ft
Prestress      :       4.359  1.80      7.847  2.20      9.591
Self Wt.       :      -1.764  1.85     -3.264  2.40     -4.234
Deck + Haunch  :                       -2.030  2.30     -4.670
DL-Prec. (DC)  :                       -0.270  3.00     -0.811
Diaphragm      :                       -0.018  3.00     -0.053
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.249  3.00     -0.748
DL-Comp. (DW)  :                       -0.138  3.00     -0.413
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 60.13 ft
Prestress      :       4.170  1.80      7.505  2.20      9.173
Self Wt.       :      -1.680  1.85     -3.108  2.40     -4.032
Deck + Haunch  :                       -1.931  2.30     -4.441
DL-Prec. (DC)  :                       -0.257  3.00     -0.772
Diaphragm      :                       -0.017  3.00     -0.050
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.237  3.00     -0.711
DL-Comp. (DW)  :                       -0.131  3.00     -0.392
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 70.27 ft
Prestress      :       3.657  1.80      6.582  2.20      8.044
Self Wt.       :      -1.447  1.85     -2.677  2.40     -3.473
Deck + Haunch  :                       -1.656  2.30     -3.808
DL-Prec. (DC)  :                       -0.221  3.00     -0.662
Diaphragm      :                       -0.014  3.00     -0.042
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.203  3.00     -0.608
DL-Comp. (DW)  :                       -0.112  3.00     -0.335
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 80.40 ft
Prestress      :       2.773  1.80      4.992  2.20      6.101
Self Wt.       :      -1.066  1.85     -1.971  2.40     -2.557
Deck + Haunch  :                       -1.205  2.30     -2.772
DL-Prec. (DC)  :                       -0.161  3.00     -0.482
Diaphragm      :                       -0.010  3.00     -0.030
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.147  3.00     -0.442
DL-Comp. (DW)  :                       -0.081  3.00     -0.244
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 90.53 ft
Prestress      :       1.544  1.80      2.780  2.20      3.397
Self Wt.       :      -0.567  1.85     -1.050  2.40     -1.362
Deck + Haunch  :                       -0.619  2.30     -1.425
DL-Prec. (DC)  :                       -0.083  3.00     -0.248
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.076  3.00     -0.227
DL-Comp. (DW)  :                       -0.042  3.00     -0.125
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

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
   659.4    44.0  5.170  262.7    4.2   3.60   4779.8  0.033T 1.00       -       -     -     -  
H/2     :   2.22
   627.3    44.0  4.970  263.0    4.1   3.46   4604.8  0.035T 1.00       -       -     -     -  
0.1L    :   9.47
  2471.4    45.1  7.350  260.0    6.0   5.06   6776.5  0.023T 1.00       -       -     -     -  
0.2L    :  19.60
  4521.6    46.6  7.812  259.7    6.3   5.38   7422.1  0.021T 1.00    537.6   537.6   13.81    -  
0.3L    :  29.73
  5956.6    48.1  7.812  260.0    6.3   5.38   7684.3  0.021T 1.00    313.0   313.0   24.55    -  
0.4L    :  39.87
  6815.0    49.6  7.812  260.3    6.3   5.39   7946.6  0.021T 1.00    192.8   192.8   41.21    -  
0.5L    :  50.00
  7075.0    49.6  7.812  260.3    6.3   5.39   7946.6  0.021T 1.00    143.7   143.7   55.30    -  
0.6L    :  60.13
  6815.0    49.6  7.812  260.3    6.3   5.39   7946.6  0.021T 1.00    192.8   192.8   41.21    -  
0.7L    :  70.27
  5956.6    48.1  7.812  260.0    6.3   5.38   7684.3  0.021T 1.00    313.0   313.0   24.55    -  
0.8L    :  80.40
  4521.6    46.6  7.812  259.7    6.3   5.38   7422.1  0.021T 1.00    537.6   537.6   13.81    -  
0.9L    :  90.53
  2471.4    45.1  7.350  260.0    6.0   5.06   6776.5  0.023T 1.00       -       -     -     -  
H/2     :  97.78
   627.3    44.0  4.970  263.0    4.1   3.46   4604.8  0.035T 1.00       -       -     -     -  
Transfer:  97.67
   659.4    44.0  5.170  262.7    4.2   3.60   4779.8  0.033T 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 1-18; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.081
        M   2.00 Fb     0.147
 
  2   2 E  42.00 Ft     0.418
        M   6.00 Fb     0.084
 
  3   2 E  40.00 Ft     0.732
        M   4.00 Fb     0.041
 
  4   2 E  38.00 Ft     1.024
        M   2.00 Fb     0.016
 
  5   2 E   6.00 Ft     0.978
        M   6.00 Fb     0.265
 
  6   2 E   6.00 Ft     0.931
        M   6.00 Fb     0.515
 
  7   2 E   6.00 Ft     0.885
        M   6.00 Fb     0.765
 
  8   2 E   4.00 Ft     0.816
        M   4.00 Fb     1.033
 
  9   2 E   4.00 Ft     0.747
        M   4.00 Fb     1.301
 
 10   2 E   4.00 Ft     0.677
        M   4.00 Fb     1.570
 
 11   2 E   4.00 Ft     0.608
        M   4.00 Fb     1.838
 
 12   2 E   4.00 Ft     0.539
        M   4.00 Fb     2.106
 
 13   2 E   4.00 Ft     0.470
        M   4.00 Fb     2.374
 
 14   2 E   2.00 Ft     0.377
        M   2.00 Fb     2.662
 
 15   2 E   2.00 Ft     0.285
        M   2.00 Fb     2.949
 
 16   2 E   2.00 Ft     0.193
        M   2.00 Fb     3.236
 
 17   2 E   2.00 Ft     0.101
        M   2.00 Fb     3.523
 
 18   2 E   2.00 Ft     0.008
        M   2.00 Fb     3.810
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 101.33            Release Length, ft: 101.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  36
No. of strands, Draped:   6           No. of strands, Straight:  30
Concrete Strength, f'ci:   7.0  ksi        f'c:   8.0 ksi  f'ct   4.0 ksi
Initial losses:  8.38 %               Final losses: 12.44 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.550       3.810     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.008       Trans
      Precast Top w/ reinf. (tension)      -0.635           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7946.61     7075.05     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.208     Midspan
    Pre.Top:   4.800  -0.000     Bearing    3.600   2.614     Midspan
    Pre.Bot:   4.800  -0.000     Bearing    3.600   3.162    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.537  -0.000     Bearing
    Pre.Bot:  -0.537  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.200   1.631     Midspan
    Pre.Bot:                                                             3.200   1.469    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.359  1.80      7.847  2.20      9.591
Self Wt.       :      -1.764  1.85     -3.264  2.40     -4.234
Deck + Haunch  :                       -2.030  2.30     -4.670
DL-Prec. (DC)  :                       -0.270  3.00     -0.811
Diaphragm      :                       -0.018  3.00     -0.053
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.249  3.00     -0.748
DL-Comp. (DW)  :                       -0.138  3.00     -0.413
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  3.50 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  100.00
     DC  Line       0.076      0.00       0.076  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.330 ft
Release length = 101.330 ft
Design  length = 100.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.703   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.942   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.037   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 5
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        691.8 in2           1306.5 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           447393 in4#
Ht. of c.g.           =        20.74 in             34.17 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1525.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7955

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     9.47    19.60    29.73    39.87    50.00
 
Precast: (At Release, using Ec =  5131.5 ksi )
  Area    , in2    699.7    727.4    726.0    727.4    727.4    727.4    727.4    727.4
  Yb      ,  in    20.61    20.18    20.20    20.13    20.05    19.98    19.90    19.90
  MI(Ixx) , in4   179944   183459   183281   184320   185672   187177   188834   188834
Composite: (At Final, using Ec =  5362.7 ksi )
  Area    , in2   1313.9   1340.2   1338.8   1340.2   1340.2   1340.2   1340.2   1340.2
  Yb      ,  in    34.03    33.54    33.57    33.52    33.48    33.44    33.40    33.40
  MI(Ixx) , in4   451888   467841   467040   469608   472245   475030   477963   477963

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.00  ksi   
  Elasticity         =     5131.5 ksi   
  Max comp           =       4.55 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.63 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.00 ksi           4.00 ksi
  Elasticity         =    5362.70 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.80 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.60 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.54 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  36 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 40.53 ft from member end )
END PATTERN (Ycg = 9.67 in):
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in     2 @ 38.000 in
     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    7.81 in2      Initial Pull          =     1531.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.543 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.429 ft
Holddown Force        =  18.839 kips     Beam Shrtng (PL/AE)   =      0.500 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)       
--------------------------------------------------------------------------------------
      3649.211         740 2700.416     18.030 73021.086  1078.868     641.412        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.25       0.1250      1.2500     No
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.2500    Yes
      2      US#6[M19]       60.00        0.88       4.50       2.2500      3.0000    Yes
      2      US#6[M19]       60.00        0.88       5.00       3.0000      3.4167    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.4167      4.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.9167     13.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      13.9167     21.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      21.9167     28.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      28.1667     73.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      73.1634     79.4134    Yes
      2      US#5[M16]       60.00        0.62      12.00      79.4134     87.4134    Yes
      2      US#5[M16]       60.00        0.62       9.00      87.4134     96.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00      96.4134     97.9134    Yes
      2      US#6[M19]       60.00        0.88       5.00      97.9134     98.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      98.3301     99.0801    Yes
      2      US#6[M19]       60.00        0.88       3.00      99.0801    100.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     100.0801    101.2051     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 101.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.8120 in2       Ycg =  3.67 in
         P_init    =     1531.3 kips  Ecc = 17.07 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5132 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.42 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.957 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.31 ksi    0.00 ksi
    due to Composite Loads                                 -2.28 ksi    0.00 ksi
    due to Live Loads                                      -7.17 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.50 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.83 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.42 ksi  ( 8.38 %)             7.98 ksi ( 4.07 %)
Total Prestress Losses                                    24.40 ksi (12.45 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    82.2    78.2   308.8   567.8   752.8   863.8   900.8
(Max)       V      36.0    34.3    34.4    29.2    21.9    14.6     7.3     0.0
DL-Prec.  : M       0.0    12.7    12.1    47.6    87.6   116.1   133.3   139.0
DC(Max)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    91.8    87.3   344.9   634.2   840.7   964.7  1006.0
Haunch (Max)V      40.2    38.4    38.5    32.6    24.5    16.3     8.2     0.0
Diaphragm : M       0.0     0.3     0.3     1.2     2.5     3.7     5.0     6.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.8    32.1   126.9   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.1    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    17.7    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.8     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   215.3   204.8   804.6  1464.6  1916.9  2185.7  2257.4
            V     123.3   119.3   119.5   107.0    90.4    73.7    50.7    34.0
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   123.3   119.3   119.5   107.0    91.4    76.5    62.3    48.7
            M       0.0   222.2   211.5   804.6  1382.3  1755.0  1914.9  1877.8
Total     : M+      0.0   454.6   432.5  1704.0  3118.6  4110.1  4703.1  4883.6
            V     228.2   219.3   219.7   192.1   154.2   116.3    72.0    34.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   228.2   219.3   219.7   192.1   155.3   119.1    83.6    48.8
            M       0.0   461.5   439.1  1704.0  3036.3  3948.2  4432.3  4504.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.78   97.67  100.00
Self wt.  : M     863.8   752.8   567.8   308.8    78.2    82.2     0.0
(Max)       V       7.3    14.6    21.9    29.2    34.4    34.3    36.0
DL-Prec.  : M     133.3   116.1    87.6    47.6    12.1    12.7     0.0
DC(Max)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     964.7   840.7   634.2   344.9    87.3    91.8     0.0
Haunch (Max)V       8.2    16.3    24.5    32.6    38.5    38.4    40.2
Diaphragm : M       5.0     3.7     2.5     1.2     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     354.8   309.2   233.2   126.9    32.1    33.8     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.1    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    17.7    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.8     7.8     8.2
LL + I    : M+   2185.7  1916.9  1464.6   804.6   204.8   215.3     0.0
            V      50.7    73.7    90.4   107.0   119.5   119.3   123.3
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    62.3    76.5    91.4   107.0   119.5   119.3   123.3
            M    1914.9  1755.0  1382.3   804.6   211.5   222.2     0.0
Total     : M+   4703.1  4110.1  3118.6  1704.0   432.5   454.6     0.0
            V      72.0   116.3   154.2   192.1   219.7   219.3   228.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    83.6   119.1   155.3   192.1   219.7   219.3   228.2
            M    4432.3  3948.2  3036.3  1704.0   439.1   461.5     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.0             36.0
Deck+Haunch            40.2             40.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.6              5.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           40.8             40.8
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    82.2    78.2   308.8   567.8   752.8   863.8   900.8
(Max)       V      36.0    34.3    34.4    29.2    21.9    14.6     7.3     0.0
DL-Prec.  : M       0.0    12.7    12.1    47.6    87.6   116.1   133.3   139.0
DC(Max)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    91.8    87.3   344.9   634.2   840.7   964.7  1006.0
Haunch (Max)V      40.2    38.4    38.5    32.6    24.5    16.3     8.2     0.0
Diaphragm : M       0.0     0.3     0.3     1.2     2.5     3.7     5.0     6.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.8    32.1   126.9   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.1    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    17.7    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.8     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   172.2   163.9   643.7  1171.7  1533.5  1748.6  1805.9
            V      98.6    95.4    95.6    85.6    72.3    59.0    40.5    27.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    98.6    95.4    95.6    85.6    73.1    61.2    49.8    39.0
            M       0.0   177.7   169.2   643.7  1105.9  1404.0  1532.0  1502.2
Total     : M+      0.0   411.5   391.5  1543.1  2825.7  3726.7  4265.9  4432.1
            V     203.5   195.4   195.8   170.7   136.1   101.6    61.9    27.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   203.5   195.4   195.8   170.7   137.0   103.8    71.2    39.1
            M       0.0   417.0   396.8  1543.1  2759.8  3597.2  4049.3  4128.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.78   97.67  100.00
Self wt.  : M     863.8   752.8   567.8   308.8    78.2    82.2     0.0
(Max)       V       7.3    14.6    21.9    29.2    34.4    34.3    36.0
DL-Prec.  : M     133.3   116.1    87.6    47.6    12.1    12.7     0.0
DC(Max)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     964.7   840.7   634.2   344.9    87.3    91.8     0.0
Haunch (Max)V       8.2    16.3    24.5    32.6    38.5    38.4    40.2
Diaphragm : M       5.0     3.7     2.5     1.2     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     354.8   309.2   233.2   126.9    32.1    33.8     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.1    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    17.7    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.8     7.8     8.2
LL + I    : M+   1748.6  1533.5  1171.7   643.7   163.9   172.2     0.0
            V      40.5    59.0    72.3    85.6    95.6    95.4    98.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    49.8    61.2    73.1    85.6    95.6    95.4    98.6
            M    1532.0  1404.0  1105.9   643.7   169.2   177.7     0.0
Total     : M+   4265.9  3726.7  2825.7  1543.1   391.5   411.5     0.0
            V      61.9   101.6   136.1   170.7   195.8   195.4   203.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    71.2   103.8   137.0   170.7   195.8   195.4   203.5
            M    4049.3  3597.2  2759.8  1543.1   396.8   417.0     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0   102.7    97.7   386.1   709.8   941.0  1079.7  1126.0
(Max)       V      45.0    42.9    43.0    36.5    27.4    18.3     9.1     0.0
Self wt.  : M       0.0    74.0    70.4   278.0   511.0   677.5   777.4   810.7
(Min)       V      32.4    30.9    31.0    26.3    19.7    13.1     6.6     0.0
DL-Prec.  : M       0.0    15.8    15.1    59.6   109.5   145.2   166.6   173.7
DC(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0    11.4    10.9    42.9    78.8   104.5   119.9   125.1
DC(Min)     V       5.0     4.8     4.8     4.1     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   114.7   109.1   431.2   792.7  1050.9  1205.9  1257.5
Haunch (Max)V      50.3    48.0    48.1    40.8    30.6    20.4    10.2     0.0
Deck +    : M       0.0    82.6    78.6   310.4   570.7   756.7   868.2   905.4
Haunch (Min)V      36.2    34.5    34.6    29.4    22.0    14.7     7.3     0.0
Diaphragm : M       0.0     0.4     0.3     1.5     3.1     4.6     6.2     7.8
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     1.1     2.2     3.3     4.5     5.6
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    42.2    40.1   158.6   291.5   386.5   443.5   462.5
DC(Max)     V      18.5    17.6    17.7    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    30.4    28.9   114.2   209.9   278.3   319.3   333.0
DC(Min)     V      13.3    12.7    12.7    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    27.9    26.6   105.0   193.1   255.9   293.7   306.3
DW(Max)     V      12.3    11.7    11.7     9.9     7.4     5.0     2.5     0.0
DL-Comp   : M       0.0    12.1    11.5    45.5    83.7   110.9   127.3   132.7
DW(Min)     V       5.3     5.1     5.1     4.3     3.2     2.2     1.1     0.0
LL + I    : M+      0.0   376.7   358.4  1408.0  2563.1  3354.5  3825.1  3950.5
            V     215.7   208.7   209.0   187.3   158.2   129.0    88.6    59.5
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   215.7   208.7   209.0   187.3   160.0   133.9   109.0    85.2
            M       0.0   388.8   370.1  1408.0  2419.1  3071.2  3351.2  3286.1
Total     : M+      0.0   680.5   647.4  2549.8  4662.7  6138.7  7020.7  7284.2
            V     348.9   335.7   336.3   295.3   239.2   183.1   115.8    59.6
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   348.9   335.7   336.3   295.3   241.1   188.0   136.1    85.4
            M       0.0   692.6   659.1  2549.8  4518.7  5855.4  6546.7  6619.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.78   97.67  100.00
Self wt.  : M    1079.7   941.0   709.8   386.1    97.7   102.7     0.0
(Max)       V       9.1    18.3    27.4    36.5    43.0    42.9    45.0
Self wt.  : M     777.4   677.5   511.0   278.0    70.4    74.0     0.0
(Min)       V       6.6    13.1    19.7    26.3    31.0    30.9    32.4
DL-Prec.  : M     166.6   145.2   109.5    59.6    15.1    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
DL-Prec.  : M     119.9   104.5    78.8    42.9    10.9    11.4     0.0
DC(Min)     V       1.0     2.0     3.0     4.1     4.8     4.8     5.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1205.9  1050.9   792.7   431.2   109.1   114.7     0.0
Haunch (Max)V      10.2    20.4    30.6    40.8    48.1    48.0    50.3
Deck +    : M     868.2   756.7   570.7   310.4    78.6    82.6     0.0
Haunch (Min)V       7.3    14.7    22.0    29.4    34.6    34.5    36.2
Diaphragm : M       6.2     4.6     3.1     1.5     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.5     3.3     2.2     1.1     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     443.5   386.5   291.5   158.6    40.1    42.2     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.7    17.6    18.5
DL-Comp   : M     319.3   278.3   209.9   114.2    28.9    30.4     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.7    12.7    13.3
DL-Comp   : M     293.7   255.9   193.1   105.0    26.6    27.9     0.0
DW(Max)     V       2.5     5.0     7.4     9.9    11.7    11.7    12.3
DL-Comp   : M     127.3   110.9    83.7    45.5    11.5    12.1     0.0
DW(Min)     V       1.1     2.2     3.2     4.3     5.1     5.1     5.3
LL + I    : M+   3825.1  3354.5  2563.1  1408.0   358.4   376.7     0.0
            V      88.6   129.0   158.2   187.3   209.0   208.7   215.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   109.0   133.9   160.0   187.3   209.0   208.7   215.7
            M    3351.2  3071.2  2419.1  1408.0   370.1   388.8     0.0
Total     : M+   7020.7  6138.7  4662.7  2549.8   647.4   680.5     0.0
            V     115.8   183.1   239.2   295.3   336.3   335.7   348.9
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   136.1   188.0   241.1   295.3   336.3   335.7   348.9
            M    6546.7  5855.4  4518.7  2549.8   659.1   692.6     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               45.0             45.0
Deck+Haunch            50.3             50.3
Diaphragm               0.2              0.2
DL-Prec.(DC)            6.9              6.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           61.3             61.3
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    82.2    78.2   308.8   567.8   752.8   863.8   900.8
(Max)       V      36.0    34.3    34.4    29.2    21.9    14.6     7.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    12.7    12.1    47.6    87.6   116.1   133.3   139.0
DC(Max)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    91.8    87.3   344.9   634.2   840.7   964.7  1006.0
Haunch (Max)V      40.2    38.4    38.5    32.6    24.5    16.3     8.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.2     2.5     3.7     5.0     6.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    33.8    32.1   126.9   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.1    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    18.6    17.7    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.8     6.6     5.0     3.3     1.7     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   213.3   203.0   787.8  1403.8  1830.0  2050.0  2035.2
            V     122.9   119.2   119.4   107.9    92.9    70.8    55.8    40.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   122.9   119.2   119.4   107.9    92.9    77.8    62.8    47.8
            M       0.0   213.3   203.0   787.8  1403.8  1784.8  1930.8  1841.9
Total     : M+      0.0   452.6   430.7  1687.3  3057.7  4023.2  4567.4  4661.3
            V     227.8   219.2   219.7   193.0   156.7   113.4    77.1    40.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   227.8   219.2   219.7   193.0   156.7   120.4    84.2    47.9
            M       0.0   452.6   430.7  1687.3  3057.7  3978.0  4448.1  4468.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.78   97.67  100.00
Self wt.  : M     863.8   752.8   567.8   308.8    78.2    82.2     0.0
(Max)       V       7.3    14.6    21.9    29.2    34.4    34.3    36.0
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     133.3   116.1    87.6    47.6    12.1    12.7     0.0
DC(Max)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     964.7   840.7   634.2   344.9    87.3    91.8     0.0
Haunch (Max)V       8.2    16.3    24.5    32.6    38.5    38.4    40.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.0     3.7     2.5     1.2     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     354.8   309.2   233.2   126.9    32.1    33.8     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.1    14.1    14.8
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     195.8   170.6   128.7    70.0    17.7    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.8     7.8     8.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   2050.0  1830.0  1403.8   787.8   203.0   213.3     0.0
            V      55.8    70.8    92.9   107.9   119.4   119.2   122.9
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    62.8    77.8    92.9   107.9   119.4   119.2   122.9
            M    1930.8  1784.8  1403.8   787.8   203.0   213.3     0.0
Total     : M+   4567.4  4023.2  3057.7  1687.3   430.7   452.6     0.0
            V      77.1   113.4   156.7   193.0   219.7   219.2   227.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    84.2   120.4   156.7   193.0   219.7   219.2   227.8
            M    4448.1  3978.0  3057.7  1687.3   430.7   452.6     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.173   0.539   0.954   1.246   1.416   1.475 
Bottom        -0.140  -0.436  -0.767  -0.995  -1.123  -1.170 
 
Prestress
Precast-top   -0.164  -0.366  -0.649  -0.927  -1.199  -1.199 
Bottom         3.950   4.105   4.319   4.526   4.726   4.726 
 
Total
Precast-top    0.008   0.173   0.306   0.320   0.217   0.276 
Bottom         3.810   3.668   3.552   3.531   3.603   3.556 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.11 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.021   0.020   0.079   0.145   0.191   0.218   0.228 
Precast-top   -0.020   0.174   0.167   0.874   1.619   2.074   2.243   2.386 
Bottom         0.804   3.180   3.066   2.518   1.814   1.378   1.205   1.077 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.173   0.539   0.954   1.246   1.416   1.475 
Bottom        -0.140  -0.436  -0.767  -0.995  -1.123  -1.170 
 
Prestress
Precast-top   -0.164  -0.366  -0.649  -0.927  -1.199  -1.199 
Bottom         3.950   4.105   4.319   4.526   4.726   4.726 
 
Total
Precast-top    0.008   0.173   0.306   0.320   0.217   0.276 
Bottom         3.810   3.668   3.552   3.531   3.603   3.556 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.11 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    9.47   19.60   29.73   39.87   50.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.096   0.092   0.356   0.633   0.824   0.922   0.921 
Precast-top   -0.010   0.150   0.143   0.668   1.220   1.571   1.718   1.785 
Bottom         0.402   1.406   1.358   0.585  -0.287  -0.857  -1.117  -1.168 
 

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
    348.9    6.5   49.6    0.960   3.7   6.00e-3 50.0    359.0     1.740    4.693      0.00
      0.0    0.9   49.2     41.9 0.150      24.9 0.87    12.00     0.116    1.659 
Transfer:   3.00
    335.7    6.5   49.6    4.330  16.6  -0.05e-3 28.8    218.5     0.505    2.347      0.00
    692.6    4.1   47.6    189.0 0.144     137.9 4.99    12.00     0.116    1.703 
Critical:   4.62
    326.4    6.5   49.6    4.748  16.6  -0.08e-3 28.7    205.8     0.476    1.760      0.00
   1116.6    4.5   47.4    189.0 0.140     140.3 5.09    12.00     0.116    1.745 
0.1L    :  10.13
    295.3    6.5   49.6    6.150  16.6  -0.06e-3 28.8    174.7     0.410    0.827      0.00
   2549.8    5.8   46.8    189.0 0.128     136.9 5.04    12.00     0.116    1.540 
0.2L    :  20.27
    241.1    6.5   46.6    7.812  16.6  -0.00e-3 29.0    129.7     0.330    0.620      0.00
   4518.7    6.1   43.5    189.0 0.111     121.6 4.81    24.00     0.116    1.425 
0.3L    :  30.40
    188.0    6.5   48.1    7.812  16.6   1.15e-3 33.0    124.8     0.360    0.413      0.00
   5855.4    6.1   45.0    189.0 0.082      67.5 2.58    24.00     0.116    1.088 
0.4L    :  40.53
    136.1    6.5   49.6    7.812   0.0   1.56e-3 34.5     91.5     0.270    0.413      0.00
   6546.7    6.1   46.5    189.0 0.062      59.8 2.21    24.00     0.116    1.321 
0.5L    :  50.67
     85.4    6.5   49.6    7.812   0.0   1.42e-3 34.0     32.0     0.116    0.413      0.00
   6619.9    6.1   46.5    189.0 0.039      62.9 2.32    24.00     0.116    2.167 
0.6L    :  60.80
    136.1    6.5   49.6    7.812   0.0   1.56e-3 34.5     91.5     0.270    0.413      0.00
   6546.7    6.1   46.5    189.0 0.062      59.8 2.21    24.00     0.116    1.321 
0.7L    :  70.93
    188.0    6.5   48.1    7.812  16.6   1.15e-3 33.0    124.8     0.360    0.413      0.00
   5855.4    6.1   45.0    189.0 0.082      67.5 2.58    24.00     0.116    1.088 
0.8L    :  81.06
    241.1    6.5   46.6    7.812  16.6  -0.00e-3 29.0    129.7     0.330    0.620      0.00
   4518.7    6.1   43.5    189.0 0.111     121.6 4.81    24.00     0.116    1.425 
0.9L    :  91.20
    295.3    6.5   49.6    6.150  16.6  -0.06e-3 28.8    174.7     0.410    0.827      0.00
   2549.8    5.8   46.8    189.0 0.128     136.9 5.04    12.00     0.116    1.540 
Critical:  96.71
    326.4    6.5   49.6    4.748  16.6  -0.08e-3 28.7    205.8     0.476    1.760      0.00
   1116.6    4.5   47.4    189.0 0.140     140.3 5.09    12.00     0.116    1.745 
Transfer:  98.33
    335.7    6.5   49.6    4.330  16.6  -0.05e-3 28.8    218.5     0.505    2.112      0.00
    692.6    4.1   47.6    189.0 0.144     137.9 4.99    12.00     0.116    1.703 
Bearing : 100.67
    348.9    6.5   49.6    0.960   3.7   6.00e-3 50.0    359.0     1.740    4.693      0.00
      0.0    0.9   49.2     41.9 0.150      24.9 0.87    12.00     0.116    1.659 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1531.31
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    3.06
 
 
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
    348.9      7.88     49.65    0.93       49.18    24.00      0.300      1.877      0.000      0.000*
Transfer:      2.33
    335.7      7.84     49.65    4.10       47.60    24.00      0.300      1.862      0.000      2.347 
Critical:      3.95
    326.5      7.65     49.65    4.48       47.41    24.00      0.300      1.801      0.000      1.760 
0.1L    :      9.47
    295.3      7.02     49.65    5.76       46.77    24.00      0.300      1.589      0.000      0.827 
0.2L    :     19.60
    241.1      6.15     46.58    6.09       43.54    24.00      0.300      1.301      0.000      0.620 
0.3L    :     29.73
    188.0      4.64     48.08    6.10       45.03    24.00      0.300      0.796      0.000      0.413 
0.4L    :     39.87
    136.1      3.25     49.58    6.10       46.53    24.00      0.300      0.333      0.000      0.413 
0.5L    :     50.00
     85.4      2.04     49.58    6.10       46.53    24.00      0.300      0.000      0.000      0.413 
0.6L    :     60.13
    136.1      3.25     49.58    6.10       46.53    24.00      0.300      0.333      0.000      0.413 
0.7L    :     70.27
    188.0      4.64     48.08    6.10       45.03    24.00      0.300      0.796      0.000      0.413 
0.8L    :     80.40
    241.1      6.15     46.58    6.09       43.54    24.00      0.300      1.301      0.000      0.620 
0.9L    :     90.53
    295.3      7.02     49.65    5.76       46.77    24.00      0.300      1.589      0.000      0.827 
Critical:     96.05
    326.5      7.65     49.65    4.48       47.41    24.00      0.300      1.801      0.000      1.760 
Transfer:     97.67
    335.7      7.84     49.65    4.10       47.60    24.00      0.300      1.862      0.000      2.112 
Bearing :    100.00
    348.9      7.88     49.65    0.93       49.18    24.00      0.300      1.877      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.47 ft
Prestress      :       1.544  1.80      2.780  2.20      3.397
Self Wt.       :      -0.567  1.85     -1.050  2.40     -1.362
Deck + Haunch  :                       -0.546  2.30     -1.255
DL-Prec. (DC)  :                       -0.075  3.00     -0.226
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.079  3.00     -0.236
DL-Comp. (DW)  :                       -0.043  3.00     -0.130
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 19.60 ft
Prestress      :       2.773  1.80      4.992  2.20      6.101
Self Wt.       :      -1.066  1.85     -1.971  2.40     -2.557
Deck + Haunch  :                       -1.062  2.30     -2.442
DL-Prec. (DC)  :                       -0.147  3.00     -0.440
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.154  3.00     -0.461
DL-Comp. (DW)  :                       -0.085  3.00     -0.254
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 29.73 ft
Prestress      :       3.657  1.80      6.582  2.20      8.044
Self Wt.       :      -1.447  1.85     -2.677  2.40     -3.473
Deck + Haunch  :                       -1.458  2.30     -3.354
DL-Prec. (DC)  :                       -0.201  3.00     -0.604
Diaphragm      :                       -0.007  3.00     -0.021
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.211  3.00     -0.634
DL-Comp. (DW)  :                       -0.117  3.00     -0.350
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 39.87 ft
Prestress      :       4.170  1.80      7.505  2.20      9.173
Self Wt.       :      -1.680  1.85     -3.108  2.40     -4.032
Deck + Haunch  :                       -1.701  2.30     -3.912
DL-Prec. (DC)  :                       -0.235  3.00     -0.705
Diaphragm      :                       -0.008  3.00     -0.025
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.247  3.00     -0.741
DL-Comp. (DW)  :                       -0.136  3.00     -0.409
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 50.00 ft
Prestress      :       4.359  1.80      7.847  2.20      9.591
Self Wt.       :      -1.764  1.85     -3.264  2.40     -4.234
Deck + Haunch  :                       -1.788  2.30     -4.113
DL-Prec. (DC)  :                       -0.247  3.00     -0.741
Diaphragm      :                       -0.009  3.00     -0.027
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.260  3.00     -0.780
DL-Comp. (DW)  :                       -0.143  3.00     -0.430
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 60.13 ft
Prestress      :       4.170  1.80      7.505  2.20      9.173
Self Wt.       :      -1.680  1.85     -3.108  2.40     -4.032
Deck + Haunch  :                       -1.701  2.30     -3.912
DL-Prec. (DC)  :                       -0.235  3.00     -0.705
Diaphragm      :                       -0.008  3.00     -0.025
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.247  3.00     -0.741
DL-Comp. (DW)  :                       -0.136  3.00     -0.409
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 70.27 ft
Prestress      :       3.657  1.80      6.582  2.20      8.044
Self Wt.       :      -1.447  1.85     -2.677  2.40     -3.473
Deck + Haunch  :                       -1.458  2.30     -3.354
DL-Prec. (DC)  :                       -0.201  3.00     -0.604
Diaphragm      :                       -0.007  3.00     -0.021
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.211  3.00     -0.634
DL-Comp. (DW)  :                       -0.117  3.00     -0.350
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 80.40 ft
Prestress      :       2.773  1.80      4.992  2.20      6.101
Self Wt.       :      -1.066  1.85     -1.971  2.40     -2.557
Deck + Haunch  :                       -1.062  2.30     -2.442
DL-Prec. (DC)  :                       -0.147  3.00     -0.440
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.154  3.00     -0.461
DL-Comp. (DW)  :                       -0.085  3.00     -0.254
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 90.53 ft
Prestress      :       1.544  1.80      2.780  2.20      3.397
Self Wt.       :      -0.567  1.85     -1.050  2.40     -1.362
Deck + Haunch  :                       -0.546  2.30     -1.255
DL-Prec. (DC)  :                       -0.075  3.00     -0.226
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.079  3.00     -0.236
DL-Comp. (DW)  :                       -0.043  3.00     -0.130
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

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
   680.5    44.0  5.196  261.7    4.8   4.10   4756.4  0.029T 1.00       -       -     -     -  
H/2     :   2.22
   647.4    44.0  4.994  262.0    4.6   3.95   4584.0  0.030T 1.00       -       -     -     -  
0.1L    :   9.47
  2549.8    45.1  7.380  258.6    6.8   5.76   6713.3  0.020T 1.00       -       -     -     -  
0.2L    :  19.60
  4662.7    46.6  7.812  258.4    7.2   6.09   7323.3  0.018T 1.00    600.5   600.5   12.20    -  
0.3L    :  29.73
  6138.7    48.1  7.812  258.7    7.2   6.10   7585.1  0.018T 1.00    401.2   401.2   18.90    -  
0.4L    :  39.87
  7020.7    49.6  7.812  259.0    7.2   6.10   7847.1  0.018T 1.00    295.4   295.4   26.57    -  
0.5L    :  50.00
  7284.2    49.6  7.812  259.0    7.2   6.10   7847.1  0.018T 1.00    252.0   252.0   31.14    -  
0.6L    :  60.13
  7020.7    49.6  7.812  259.0    7.2   6.10   7847.1  0.018T 1.00    295.4   295.4   26.57    -  
0.7L    :  70.27
  6138.7    48.1  7.812  258.7    7.2   6.10   7585.1  0.018T 1.00    401.2   401.2   18.90    -  
0.8L    :  80.40
  4662.7    46.6  7.812  258.4    7.2   6.09   7323.3  0.018T 1.00    600.5   600.5   12.20    -  
0.9L    :  90.53
  2549.8    45.1  7.380  258.6    6.8   5.76   6713.3  0.020T 1.00       -       -     -     -  
H/2     :  97.78
   647.4    44.0  4.994  262.0    4.6   3.95   4584.0  0.030T 1.00       -       -     -     -  
Transfer:  97.67
   680.5    44.0  5.196  261.7    4.8   4.10   4756.4  0.029T 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 1-18; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.081
        M   2.00 Fb     0.147
 
  2   2 E  42.00 Ft     0.418
        M   6.00 Fb     0.084
 
  3   2 E  40.00 Ft     0.732
        M   4.00 Fb     0.041
 
  4   2 E  38.00 Ft     1.024
        M   2.00 Fb     0.016
 
  5   2 E   6.00 Ft     0.978
        M   6.00 Fb     0.265
 
  6   2 E   6.00 Ft     0.931
        M   6.00 Fb     0.515
 
  7   2 E   6.00 Ft     0.885
        M   6.00 Fb     0.765
 
  8   2 E   4.00 Ft     0.816
        M   4.00 Fb     1.033
 
  9   2 E   4.00 Ft     0.747
        M   4.00 Fb     1.301
 
 10   2 E   4.00 Ft     0.677
        M   4.00 Fb     1.570
 
 11   2 E   4.00 Ft     0.608
        M   4.00 Fb     1.838
 
 12   2 E   4.00 Ft     0.539
        M   4.00 Fb     2.106
 
 13   2 E   4.00 Ft     0.470
        M   4.00 Fb     2.374
 
 14   2 E   2.00 Ft     0.377
        M   2.00 Fb     2.662
 
 15   2 E   2.00 Ft     0.285
        M   2.00 Fb     2.949
 
 16   2 E   2.00 Ft     0.193
        M   2.00 Fb     3.236
 
 17   2 E   2.00 Ft     0.101
        M   2.00 Fb     3.523
 
 18   2 E   2.00 Ft     0.008
        M   2.00 Fb     3.810
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 101.33            Release Length, ft: 101.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  36
No. of strands, Draped:   6           No. of strands, Straight:  30
Concrete Strength, f'ci:   7.0  ksi        f'c:   8.0 ksi  f'ct   4.0 ksi
Initial losses:  8.38 %               Final losses: 12.45 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.550       3.810     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.008       Trans
      Precast Top w/ reinf. (tension)      -0.635           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7847.05     7284.23     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.228     Midspan
    Pre.Top:   4.800  -0.000     Bearing    3.600   2.386     Midspan
    Pre.Bot:   4.800  -0.000     Bearing    3.600   3.180    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.537  -0.000     Bearing
    Pre.Bot:  -0.537  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.200   1.785     Midspan
    Pre.Bot:                                                             3.200   1.406    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.359  1.80      7.847  2.20      9.591
Self Wt.       :      -1.764  1.85     -3.264  2.40     -4.234
Deck + Haunch  :                       -1.788  2.30     -4.113
DL-Prec. (DC)  :                       -0.247  3.00     -0.741
Diaphragm      :                       -0.009  3.00     -0.027
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.260  3.00     -0.780
DL-Comp. (DW)  :                       -0.143  3.00     -0.430
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
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

