 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/18/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : B Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1)The Bridge span is 42 feet, girder spacing is 7.5 feet, and deck overhang width is 3 feet 
                     and 1 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 from 11 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 1.0 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 that 
                     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 0.285 kips is at the center of span. 
                     (6)Live load moment and shear distribution factor is determined 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)There is no hold-down point as only straight strands are used.
                     (9)The beam lifting and supporting points are 2.125' and 2.175', respectively.
                     (10)The girder concrete strengths at release and at final are 4.5 and 5ksi, repectively. 
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_5ae6.tmp\B42\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       36.167
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       33.001
Number of spans         =            1
Number of lanes         =            2
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       13.000
Bridge c/s,MI(Ixx), in4 =   1170542.75
 
SPAN DATA
---------
Precast length    , ft =     43.500
Bearing-to-bearing, ft =     42.500
Release span      , ft =     43.500
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1             IA-Std-B    3.083    382.5    62000.0  39.00  17.06  13.00   6.833
 2             IA-Std-B    7.500    382.5    62000.0  39.00  17.06  13.00   7.500
 3             IA-Std-B    7.500    382.5    62000.0  39.00  17.06  13.00   7.500
 4             IA-Std-B    7.500    382.5    62000.0  39.00  17.06  13.00   7.500
 5             IA-Std-B    7.500    382.5    62000.0  39.00  17.06  13.00   6.834
 
 
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      =      5.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4286.630        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      4.500 
Eci ,ksi      =   4066.840
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Straight Pattern
     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: NO
 
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        0.064    0.00       0.064   42.50   Additional Overhang Load
   1    1    DC Line        0.007    0.00       0.007   42.50   Additional Haunch
   1    1    DC Line        0.064    0.00       0.064   42.50   Sacrificial Wearing Surface
   1    2    DC Line        0.007    0.00       0.007   42.50   Additional Haunch
   1    2    DC Line        0.070    0.00       0.070   42.50   Sacrificial Wearing Surface
   1    3    DC Line        0.007    0.00       0.007   42.50   Additional Haunch
   1    3    DC Line        0.070    0.00       0.070   42.50   Sacrificial Wearing Surface
   1    4    DC Line        0.007    0.00       0.007   42.50   Additional Haunch
   1    4    DC Line        0.070    0.00       0.070   42.50   Sacrificial Wearing Surface
   1    5    DC Line        0.064    0.00       0.064   42.50   Additional Overhang Load
   1    5    DC Line        0.007    0.00       0.007   42.50   Additional Haunch
   1    5    DC Line        0.064    0.00       0.064   42.50   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.143   21.000
   1    2        0.285   21.000
   1    3        0.285   21.000
   1    4        0.285   21.000
   1    5        0.143   21.000
 
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   42.50   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   42.50   Right Barrier Weight
   1    DW Area        0.020   33.00          -       -    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    0.090     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              4.50 ksi 
  Elasticity          4066.8 ksi 
  Max comp              2.92 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.51 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      5.00 ksi    4.00 ksi 
  Elasticity 4286.63 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.00 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.25 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.42 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    4.50        5.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    4.50        5.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 9.80 in):
 
  5 @  2.000 in 3 @  6.000 in 1 @ 34.000 in 1 @ 36.000 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#4[M13]  60.0  0.40    9.00  0.1457  2.3960 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3960  0.6460 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6460  1.2710 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2710  2.0210 No        
       2 US#5[M16]  60.0  0.62    9.88  2.0210  2.8501 No        
       2 US#4[M13]  60.0  0.40   10.75  2.3960  3.2920 Yes       
       2 US#5[M16]  60.0  0.62   10.87  2.8501  3.7598 No        
       2 US#4[M13]  60.0  0.40   11.00  3.2920  4.2100 Yes       
       2 US#5[M16]  60.0  0.62   11.76  3.7598  4.7402 No        
       2 US#4[M13]  60.0  0.40   12.50  4.2080  6.2920 Yes       
       2 US#5[M16]  60.0  0.62   12.48  4.7402  5.7900 No        
       2 US#5[M16]  60.0  0.62   13.80  5.7900  6.9501 No        
       2 US#5[M16]  60.0  0.62   15.00  6.9501 11.9501 No        
       2 US#4[M13]  60.0  0.40   15.00  6.2920 12.5420 Yes       
       2 US#4[M13]  60.0  0.40   17.00 12.5420 21.0420 Yes       
       2 US#4[M13]  60.0  0.40    8.52 21.0420 22.4580 Yes       
       2 US#4[M13]  60.0  0.40   17.00 22.4580 30.9580 Yes       
       2 US#4[M13]  60.0  0.40   15.00 30.9580 37.2080 Yes       
       2 US#5[M16]  60.0  0.62   15.00 31.5499 36.5499 No        
       2 US#5[M16]  60.0  0.62   13.80 36.5499 37.7100 No        
       2 US#5[M16]  60.0  0.62   12.48 37.7100 38.7598 No        
       2 US#4[M13]  60.0  0.40   12.50 37.2080 39.2920 Yes       
       2 US#5[M16]  60.0  0.62   11.76 38.7598 39.7402 No        
       2 US#4[M13]  60.0  0.40   11.00 39.2900 40.2080 Yes       
       2 US#5[M16]  60.0  0.62   10.87 39.7402 40.6499 No        
       2 US#4[M13]  60.0  0.40   10.75 40.2080 41.1040 Yes       
       2 US#5[M16]  60.0  0.62    9.88 40.6499 41.4790 No        
       2 US#5[M16]  60.0  0.62    9.00 41.4790 42.2290 No        
       2 US#5[M16]  60.0  0.62    7.50 42.2290 42.8540 No        
       2 US#5[M16]  60.0  0.62    3.00 42.8540 43.1040 No        
       2 US#4[M13]  60.0  0.40    9.00 41.1040 43.3543 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      2 US#6[M19]           2.00 0.880 0.1458 43.1670       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:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 9.80 in):
 
  5 @  2.000 in 3 @  6.000 in 1 @ 34.000 in 1 @ 36.000 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#4[M13]  60.0  0.40    9.00  0.1457  2.3960 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3960  0.6460 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6460  1.2710 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2710  2.0210 No        
       2 US#5[M16]  60.0  0.62    9.88  2.0210  2.8501 No        
       2 US#4[M13]  60.0  0.40   10.75  2.3960  3.2920 Yes       
       2 US#5[M16]  60.0  0.62   10.87  2.8501  3.7598 No        
       2 US#4[M13]  60.0  0.40   11.00  3.2920  4.2100 Yes       
       2 US#5[M16]  60.0  0.62   11.76  3.7598  4.7402 No        
       2 US#4[M13]  60.0  0.40   12.50  4.2080  6.2920 Yes       
       2 US#5[M16]  60.0  0.62   12.48  4.7402  5.7900 No        
       2 US#5[M16]  60.0  0.62   13.80  5.7900  6.9501 No        
       2 US#5[M16]  60.0  0.62   15.00  6.9501 11.9501 No        
       2 US#4[M13]  60.0  0.40   15.00  6.2920 12.5420 Yes       
       2 US#4[M13]  60.0  0.40   17.00 12.5420 21.0420 Yes       
       2 US#4[M13]  60.0  0.40    8.52 21.0420 22.4580 Yes       
       2 US#4[M13]  60.0  0.40   17.00 22.4580 30.9580 Yes       
       2 US#4[M13]  60.0  0.40   15.00 30.9580 37.2080 Yes       
       2 US#5[M16]  60.0  0.62   15.00 31.5499 36.5499 No        
       2 US#5[M16]  60.0  0.62   13.80 36.5499 37.7100 No        
       2 US#5[M16]  60.0  0.62   12.48 37.7100 38.7598 No        
       2 US#4[M13]  60.0  0.40   12.50 37.2080 39.2920 Yes       
       2 US#5[M16]  60.0  0.62   11.76 38.7598 39.7402 No        
       2 US#4[M13]  60.0  0.40   11.00 39.2900 40.2080 Yes       
       2 US#5[M16]  60.0  0.62   10.87 39.7402 40.6499 No        
       2 US#4[M13]  60.0  0.40   10.75 40.2080 41.1040 Yes       
       2 US#5[M16]  60.0  0.62    9.88 40.6499 41.4790 No        
       2 US#5[M16]  60.0  0.62    9.00 41.4790 42.2290 No        
       2 US#5[M16]  60.0  0.62    7.50 42.2290 42.8540 No        
       2 US#5[M16]  60.0  0.62    3.00 42.8540 43.1040 No        
       2 US#4[M13]  60.0  0.40    9.00 41.1040 43.3543 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      2 US#6[M19]           2.00 0.880 0.1458 43.1670       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:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 9.80 in):
 
  5 @  2.000 in 3 @  6.000 in 1 @ 34.000 in 1 @ 36.000 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#4[M13]  60.0  0.40    9.00  0.1457  2.3960 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3960  0.6460 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6460  1.2710 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2710  2.0210 No        
       2 US#5[M16]  60.0  0.62    9.88  2.0210  2.8501 No        
       2 US#4[M13]  60.0  0.40   10.75  2.3960  3.2920 Yes       
       2 US#5[M16]  60.0  0.62   10.87  2.8501  3.7598 No        
       2 US#4[M13]  60.0  0.40   11.00  3.2920  4.2100 Yes       
       2 US#5[M16]  60.0  0.62   11.76  3.7598  4.7402 No        
       2 US#4[M13]  60.0  0.40   12.50  4.2080  6.2920 Yes       
       2 US#5[M16]  60.0  0.62   12.48  4.7402  5.7900 No        
       2 US#5[M16]  60.0  0.62   13.80  5.7900  6.9501 No        
       2 US#5[M16]  60.0  0.62   15.00  6.9501 11.9501 No        
       2 US#4[M13]  60.0  0.40   15.00  6.2920 12.5420 Yes       
       2 US#4[M13]  60.0  0.40   17.00 12.5420 21.0420 Yes       
       2 US#4[M13]  60.0  0.40    8.52 21.0420 22.4580 Yes       
       2 US#4[M13]  60.0  0.40   17.00 22.4580 30.9580 Yes       
       2 US#4[M13]  60.0  0.40   15.00 30.9580 37.2080 Yes       
       2 US#5[M16]  60.0  0.62   15.00 31.5499 36.5499 No        
       2 US#5[M16]  60.0  0.62   13.80 36.5499 37.7100 No        
       2 US#5[M16]  60.0  0.62   12.48 37.7100 38.7598 No        
       2 US#4[M13]  60.0  0.40   12.50 37.2080 39.2920 Yes       
       2 US#5[M16]  60.0  0.62   11.76 38.7598 39.7402 No        
       2 US#4[M13]  60.0  0.40   11.00 39.2900 40.2080 Yes       
       2 US#5[M16]  60.0  0.62   10.87 39.7402 40.6499 No        
       2 US#4[M13]  60.0  0.40   10.75 40.2080 41.1040 Yes       
       2 US#5[M16]  60.0  0.62    9.88 40.6499 41.4790 No        
       2 US#5[M16]  60.0  0.62    9.00 41.4790 42.2290 No        
       2 US#5[M16]  60.0  0.62    7.50 42.2290 42.8540 No        
       2 US#5[M16]  60.0  0.62    3.00 42.8540 43.1040 No        
       2 US#4[M13]  60.0  0.40    9.00 41.1040 43.3543 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      2 US#6[M19]           2.00 0.880 0.1458 43.1670       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:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 9.80 in):
 
  5 @  2.000 in 3 @  6.000 in 1 @ 34.000 in 1 @ 36.000 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#4[M13]  60.0  0.40    9.00  0.1457  2.3960 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3960  0.6460 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6460  1.2710 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2710  2.0210 No        
       2 US#5[M16]  60.0  0.62    9.88  2.0210  2.8501 No        
       2 US#4[M13]  60.0  0.40   10.75  2.3960  3.2920 Yes       
       2 US#5[M16]  60.0  0.62   10.87  2.8501  3.7598 No        
       2 US#4[M13]  60.0  0.40   11.00  3.2920  4.2100 Yes       
       2 US#5[M16]  60.0  0.62   11.76  3.7598  4.7402 No        
       2 US#4[M13]  60.0  0.40   12.50  4.2080  6.2920 Yes       
       2 US#5[M16]  60.0  0.62   12.48  4.7402  5.7900 No        
       2 US#5[M16]  60.0  0.62   13.80  5.7900  6.9501 No        
       2 US#5[M16]  60.0  0.62   15.00  6.9501 11.9501 No        
       2 US#4[M13]  60.0  0.40   15.00  6.2920 12.5420 Yes       
       2 US#4[M13]  60.0  0.40   17.00 12.5420 21.0420 Yes       
       2 US#4[M13]  60.0  0.40    8.52 21.0420 22.4580 Yes       
       2 US#4[M13]  60.0  0.40   17.00 22.4580 30.9580 Yes       
       2 US#4[M13]  60.0  0.40   15.00 30.9580 37.2080 Yes       
       2 US#5[M16]  60.0  0.62   15.00 31.5499 36.5499 No        
       2 US#5[M16]  60.0  0.62   13.80 36.5499 37.7100 No        
       2 US#5[M16]  60.0  0.62   12.48 37.7100 38.7598 No        
       2 US#4[M13]  60.0  0.40   12.50 37.2080 39.2920 Yes       
       2 US#5[M16]  60.0  0.62   11.76 38.7598 39.7402 No        
       2 US#4[M13]  60.0  0.40   11.00 39.2900 40.2080 Yes       
       2 US#5[M16]  60.0  0.62   10.87 39.7402 40.6499 No        
       2 US#4[M13]  60.0  0.40   10.75 40.2080 41.1040 Yes       
       2 US#5[M16]  60.0  0.62    9.88 40.6499 41.4790 No        
       2 US#5[M16]  60.0  0.62    9.00 41.4790 42.2290 No        
       2 US#5[M16]  60.0  0.62    7.50 42.2290 42.8540 No        
       2 US#5[M16]  60.0  0.62    3.00 42.8540 43.1040 No        
       2 US#4[M13]  60.0  0.40    9.00 41.1040 43.3543 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      2 US#6[M19]           2.00 0.880 0.1458 43.1670       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:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 9.80 in):
 
  5 @  2.000 in 3 @  6.000 in 1 @ 34.000 in 1 @ 36.000 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#4[M13]  60.0  0.40    9.00  0.1457  2.3960 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3960  0.6460 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6460  1.2710 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2710  2.0210 No        
       2 US#5[M16]  60.0  0.62    9.88  2.0210  2.8501 No        
       2 US#4[M13]  60.0  0.40   10.75  2.3960  3.2920 Yes       
       2 US#5[M16]  60.0  0.62   10.87  2.8501  3.7598 No        
       2 US#4[M13]  60.0  0.40   11.00  3.2920  4.2100 Yes       
       2 US#5[M16]  60.0  0.62   11.76  3.7598  4.7402 No        
       2 US#4[M13]  60.0  0.40   12.50  4.2080  6.2920 Yes       
       2 US#5[M16]  60.0  0.62   12.48  4.7402  5.7900 No        
       2 US#5[M16]  60.0  0.62   13.80  5.7900  6.9501 No        
       2 US#5[M16]  60.0  0.62   15.00  6.9501 11.9501 No        
       2 US#4[M13]  60.0  0.40   15.00  6.2920 12.5420 Yes       
       2 US#4[M13]  60.0  0.40   17.00 12.5420 21.0420 Yes       
       2 US#4[M13]  60.0  0.40    8.52 21.0420 22.4580 Yes       
       2 US#4[M13]  60.0  0.40   17.00 22.4580 30.9580 Yes       
       2 US#4[M13]  60.0  0.40   15.00 30.9580 37.2080 Yes       
       2 US#5[M16]  60.0  0.62   15.00 31.5499 36.5499 No        
       2 US#5[M16]  60.0  0.62   13.80 36.5499 37.7100 No        
       2 US#5[M16]  60.0  0.62   12.48 37.7100 38.7598 No        
       2 US#4[M13]  60.0  0.40   12.50 37.2080 39.2920 Yes       
       2 US#5[M16]  60.0  0.62   11.76 38.7598 39.7402 No        
       2 US#4[M13]  60.0  0.40   11.00 39.2900 40.2080 Yes       
       2 US#5[M16]  60.0  0.62   10.87 39.7402 40.6499 No        
       2 US#4[M13]  60.0  0.40   10.75 40.2080 41.1040 Yes       
       2 US#5[M16]  60.0  0.62    9.88 40.6499 41.4790 No        
       2 US#5[M16]  60.0  0.62    9.00 41.4790 42.2290 No        
       2 US#5[M16]  60.0  0.62    7.50 42.2290 42.8540 No        
       2 US#5[M16]  60.0  0.62    3.00 42.8540 43.1040 No        
       2 US#4[M13]  60.0  0.40    9.00 41.1040 43.3543 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      2 US#6[M19]           2.00 0.880 0.1458 43.1670       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-Std-B                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   3.08/  7.50 ft
     thick: Top =  5.000 in    Bot =  7.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Exterior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 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     =  13.000 in
Effective width  =  81.996 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       0.064      0.00       0.064   42.50
     DC  Line       0.007      0.00       0.007   42.50
     DC  Line       0.064      0.00       0.064   42.50
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    21.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 43.500 ft
Release length = 43.500 ft
Design  length = 42.500 ft
 
Kern points:
------------
Upper    =   26.56 in
Lower    =    9.67 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.661   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.781   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.841   (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                  =        382.5 in2           1021.4 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           230432 in4#
Ht. of c.g.           =        17.06 in             33.49 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        398.4 plf           1067.2 plf   
Mom. of Inertia (Iyy) =       5157.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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     2.50     1.97     3.85     8.20    12.55    16.90    21.25
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    384.7    395.5    393.2    395.5    395.5    395.5    395.5    395.5
  Yb      ,  in    17.02    16.82    16.86    16.82    16.82    16.82    16.82    16.82
  MI(Ixx) , in4    62114    62665    62550    62665    62665    62665    62665    62665
Composite: (At Final, using Ec =  4286.6 ksi )
  Area    , in2   1023.5   1033.7   1031.5   1033.7   1033.7   1033.7   1033.7   1033.7
  Yb      ,  in    33.45    33.21    33.26    33.21    33.21    33.21    33.21    33.21
  MI(Ixx) , in4   231577   237232   236040   237232   237232   237232   237232   237232

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.63 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 9.80 in):
     5 @  2.000 in     3 @  6.000 in     1 @ 34.000 in     1 @ 36.000 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     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.014 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.018 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.139 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)       
-------------------------------------------------------------------------------------
       435.000         740 321.900      4.280 17332.068   349.258     128.840        
 
 
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#4[M13]       60.00        0.40       9.00       0.1457      2.3960    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3960      0.6460     No
      2      US#5[M16]       60.00        0.62       7.50       0.6460      1.2710     No
      2      US#5[M16]       60.00        0.62       9.00       1.2710      2.0210     No
      2      US#5[M16]       60.00        0.62       9.88       2.0210      2.8501     No
      2      US#4[M13]       60.00        0.40      10.75       2.3960      3.2920    Yes
      2      US#5[M16]       60.00        0.62      10.87       2.8501      3.7598     No
      2      US#4[M13]       60.00        0.40      11.00       3.2920      4.2100    Yes
      2      US#5[M16]       60.00        0.62      11.76       3.7598      4.7402     No
      2      US#4[M13]       60.00        0.40      12.50       4.2080      6.2920    Yes
      2      US#5[M16]       60.00        0.62      12.48       4.7402      5.7900     No
      2      US#5[M16]       60.00        0.62      13.80       5.7900      6.9501     No
      2      US#5[M16]       60.00        0.62      15.00       6.9501     11.9501     No
      2      US#4[M13]       60.00        0.40      15.00       6.2920     12.5420    Yes
      2      US#4[M13]       60.00        0.40      17.00      12.5420     21.0420    Yes
      2      US#4[M13]       60.00        0.40       8.52      21.0420     22.4580    Yes
      2      US#4[M13]       60.00        0.40      17.00      22.4580     30.9580    Yes
      2      US#4[M13]       60.00        0.40      15.00      30.9580     37.2080    Yes
      2      US#5[M16]       60.00        0.62      15.00      31.5499     36.5499     No
      2      US#5[M16]       60.00        0.62      13.80      36.5499     37.7100     No
      2      US#5[M16]       60.00        0.62      12.48      37.7100     38.7598     No
      2      US#4[M13]       60.00        0.40      12.50      37.2080     39.2920    Yes
      2      US#5[M16]       60.00        0.62      11.76      38.7598     39.7402     No
      2      US#4[M13]       60.00        0.40      11.00      39.2900     40.2080    Yes
      2      US#5[M16]       60.00        0.62      10.87      39.7402     40.6499     No
      2      US#4[M13]       60.00        0.40      10.75      40.2080     41.1040    Yes
      2      US#5[M16]       60.00        0.62       9.88      40.6499     41.4790     No
      2      US#5[M16]       60.00        0.62       9.00      41.4790     42.2290     No
      2      US#5[M16]       60.00        0.62       7.50      42.2290     42.8540     No
      2      US#5[M16]       60.00        0.62       3.00      42.8540     43.1040     No
      2      US#4[M13]       60.00        0.40       9.00      41.1040     43.3543    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      2 US#6[M19]           2.00 0.880 0.1458 43.1670       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  9.80 in
         P_init    =      425.4 kips  Ecc =  7.26 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.60 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.227 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.63 ksi    0.00 ksi
    due to Composite Loads                                 -0.76 ksi    0.00 ksi
    due to Live Loads                                      -3.29 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                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.11 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.60 ksi  ( 4.39 %)            17.74 ksi ( 9.05 %)
Total Prestress Losses                                    26.34 ksi (13.44 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.7 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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
Self wt.  : M       0.0    19.9    15.9    29.6    56.0    74.9    86.2    90.0
(Max)       V       8.5     7.5     7.7     6.9     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0     6.7     5.4    10.0    18.9    25.3    29.1    30.3
DC(Max)     V       2.9     2.5     2.6     2.3     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    33.4    26.7    49.8    94.0   125.7   144.7   151.0
Haunch (Max)V      14.2    12.5    12.9    11.6     8.7     5.8     2.9     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.6     0.9     1.2     1.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.8    11.8    22.0    41.6    55.6    64.0    66.8
DC(Max)     V       6.3     5.6     5.7     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0     6.6     5.3     9.8    18.6    24.8    28.6    29.8
DW(Max)     V       2.8     2.5     2.5     2.3     1.7     1.1     0.6     0.0
LL + I    : M+      0.0   133.7   107.0   197.2   360.6   461.0   518.0   521.7
            V      74.3    67.7    69.1    64.2    53.8    43.4    32.9    22.5
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    74.3    67.7    69.1    64.2    54.1    44.3    35.3    28.2
            M       0.0   134.9   108.3   197.2   348.3   436.8   468.5   470.7
Total     : M+      0.0   215.3   172.2   318.7   590.4   768.1   871.7   891.2
            V     109.0    98.3   100.6    92.6    75.1    57.6    40.0    22.6
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   109.0    98.3   100.6    92.6    75.4    58.5    42.4    28.3
            M       0.0   216.5   173.5   318.7   578.1   743.9   822.2   840.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    25.60   29.95   34.30   38.65   40.53   40.00   42.50
Self wt.  : M      86.2    74.9    56.0    29.6    15.9    19.9     0.0
(Max)       V       1.7     3.5     5.2     6.9     7.7     7.5     8.5
DL-Prec.  : M      29.1    25.3    18.9    10.0     5.4     6.7     0.0
DC(Max)     V       0.6     1.2     1.8     2.3     2.6     2.5     2.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     144.7   125.7    94.0    49.8    26.7    33.4     0.0
Haunch (Max)V       2.9     5.8     8.7    11.6    12.9    12.5    14.2
Diaphragm : M       1.2     0.9     0.6     0.3     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      64.0    55.6    41.6    22.0    11.8    14.8     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.7     5.6     6.3
DL-Comp   : M      28.6    24.8    18.6     9.8     5.3     6.6     0.0
DW(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.8
LL + I    : M+    518.0   461.0   360.6   197.2   107.0   133.7     0.0
            V      32.9    43.4    53.8    64.2    69.1    67.7    74.3
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    35.3    44.3    54.1    64.2    69.1    67.7    74.3
            M     468.5   436.8   348.3   197.2   108.3   134.9    -0.0
Total     : M+    871.7   768.1   590.4   318.7   172.2   215.3     0.0
            V      40.0    57.6    75.1    92.6   100.6    98.3   109.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    42.4    58.5    75.4    92.6   100.6    98.3   109.0
            M     822.2   743.9   578.1   318.7   173.5   216.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                8.5              8.5
Deck+Haunch            14.2             14.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.9              2.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           31.5             31.5
DL-Comp.(DW)           14.0             14.0
Live                   69.8             69.8
        Truck          56.2             56.2
        Lane           13.6             13.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.85    8.20   12.55   16.90   21.25
Self wt.  : M       0.0    19.9    15.9    29.6    56.0    74.9    86.2    90.0
(Max)       V       8.5     7.5     7.7     6.9     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0     6.7     5.4    10.0    18.9    25.3    29.1    30.3
DC(Max)     V       2.9     2.5     2.6     2.3     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    33.4    26.7    49.8    94.0   125.7   144.7   151.0
Haunch (Max)V      14.2    12.5    12.9    11.6     8.7     5.8     2.9     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.6     0.9     1.2     1.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.8    11.8    22.0    41.6    55.6    64.0    66.8
DC(Max)     V       6.3     5.6     5.7     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0     6.6     5.3     9.8    18.6    24.8    28.6    29.8
DW(Max)     V       2.8     2.5     2.5     2.3     1.7     1.1     0.6     0.0
LL + I    : M+      0.0   107.0    85.6   157.8   288.5   368.8   414.4   417.4
            V      59.4    54.2    55.3    51.3    43.0    34.7    26.3    18.0
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    59.4    54.2    55.3    51.3    43.3    35.4    28.2    22.6
            M       0.0   107.9    86.6   157.8   278.7   349.4   374.8   376.6
Total     : M+      0.0   188.6   150.8   279.3   518.3   675.9   768.1   786.8
            V      94.1    84.8    86.8    79.8    64.4    49.0    33.5    18.1
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    94.1    84.8    86.8    79.8    64.6    49.7    35.4    22.6
            M       0.0   189.5   151.8   279.3   508.4   656.6   728.5   746.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    25.60   29.95   34.30   38.65   40.53   40.00   42.50
Self wt.  : M      86.2    74.9    56.0    29.6    15.9    19.9     0.0
(Max)       V       1.7     3.5     5.2     6.9     7.7     7.5     8.5
DL-Prec.  : M      29.1    25.3    18.9    10.0     5.4     6.7     0.0
DC(Max)     V       0.6     1.2     1.8     2.3     2.6     2.5     2.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     144.7   125.7    94.0    49.8    26.7    33.4     0.0
Haunch (Max)V       2.9     5.8     8.7    11.6    12.9    12.5    14.2
Diaphragm : M       1.2     0.9     0.6     0.3     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      64.0    55.6    41.6    22.0    11.8    14.8     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.7     5.6     6.3
DL-Comp   : M      28.6    24.8    18.6     9.8     5.3     6.6     0.0
DW(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.8
LL + I    : M+    414.4   368.8   288.5   157.8    85.6   107.0     0.0
            V      26.3    34.7    43.0    51.3    55.3    54.2    59.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    28.2    35.4    43.3    51.3    55.3    54.2    59.4
            M     374.8   349.4   278.7   157.8    86.6   107.9    -0.0
Total     : M+    768.1   675.9   518.2   279.3   150.8   188.6     0.0
            V      33.5    48.9    64.4    79.8    86.8    84.8    94.1
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    35.4    49.7    64.6    79.8    86.8    84.8    94.1
            M     728.5   656.6   508.4   279.3   151.8   189.5    -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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
Self wt.  : M       0.0    24.9    19.9    37.1    70.0    93.6   107.7   112.4
(Max)       V      10.6     9.3     9.6     8.7     6.5     4.3     2.2     0.0
Self wt.  : M       0.0    17.9    14.3    26.7    50.4    67.4    77.6    81.0
(Min)       V       7.6     6.7     6.9     6.2     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0     8.4     6.7    12.5    23.6    31.6    36.3    37.9
DC(Max)     V       3.6     3.1     3.2     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     6.0     4.8     9.0    17.0    22.7    26.2    27.3
DC(Min)     V       2.6     2.3     2.3     2.1     1.6     1.1     0.5     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    41.8    33.4    62.2   117.6   157.1   180.8   188.7
Haunch (Max)V      17.8    15.7    16.1    14.5    10.9     7.3     3.6     0.0
Deck +    : M       0.0    30.1    24.0    44.8    84.6   113.1   130.2   135.9
Haunch (Min)V      12.8    11.3    11.6    10.5     7.9     5.2     2.6     0.0
Diaphragm : M       0.0     0.2     0.2     0.3     0.7     1.1     1.5     1.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.1     0.3     0.5     0.8     1.1     1.4
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    18.5    14.8    27.5    52.0    69.5    80.0    83.5
DC(Max)     V       7.9     6.9     7.1     6.4     4.8     3.2     1.6     0.0
DL-Comp   : M       0.0    13.3    10.6    19.8    37.5    50.1    57.6    60.1
DC(Min)     V       5.7     5.0     5.1     4.6     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     9.9     7.9    14.7    27.8    37.2    42.8    44.7
DW(Max)     V       4.2     3.7     3.8     3.4     2.6     1.7     0.9     0.0
DL-Comp   : M       0.0     4.3     3.4     6.4    12.1    16.1    18.6    19.4
DW(Min)     V       1.8     1.6     1.7     1.5     1.1     0.7     0.4     0.0
LL + I    : M+      0.0   234.0   187.3   345.1   631.1   806.7   906.5   913.1
            V     130.0   118.5   121.0   112.3    94.1    75.9    57.5    39.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   130.0   118.5   121.0   112.3    94.6    77.5    61.7    49.3
            M       0.0   236.0   189.5   345.1   609.6   764.4   819.8   823.7
Total     : M+      0.0   337.7   270.1   499.5   922.9  1196.9  1355.8  1382.3
            V     174.1   157.4   161.0   148.4   121.2    94.0    66.6    39.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   174.1   157.4   161.0   148.4   121.7    95.6    70.8    49.4
            M       0.0   339.7   272.3   499.5   901.4  1154.5  1269.1  1293.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    25.60   29.95   34.30   38.65   40.53   40.00   42.50
Self wt.  : M     107.7    93.6    70.0    37.1    19.9    24.9     0.0
(Max)       V       2.2     4.3     6.5     8.7     9.6     9.3    10.6
Self wt.  : M      77.6    67.4    50.4    26.7    14.3    17.9     0.0
(Min)       V       1.6     3.1     4.7     6.2     6.9     6.7     7.6
DL-Prec.  : M      36.3    31.6    23.6    12.5     6.7     8.4     0.0
DC(Max)     V       0.7     1.5     2.2     2.9     3.2     3.1     3.6
DL-Prec.  : M      26.2    22.7    17.0     9.0     4.8     6.0     0.0
DC(Min)     V       0.5     1.1     1.6     2.1     2.3     2.3     2.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     180.8   157.1   117.6    62.2    33.4    41.8     0.0
Haunch (Max)V       3.6     7.3    10.9    14.5    16.1    15.7    17.8
Deck +    : M     130.2   113.1    84.6    44.8    24.0    30.1     0.0
Haunch (Min)V       2.6     5.2     7.9    10.5    11.6    11.3    12.8
Diaphragm : M       1.5     1.1     0.7     0.3     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       1.1     0.8     0.5     0.2     0.1     0.2     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      80.0    69.5    52.0    27.5    14.8    18.5     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.1     6.9     7.9
DL-Comp   : M      57.6    50.1    37.5    19.8    10.6    13.3     0.0
DC(Min)     V       1.2     2.3     3.5     4.6     5.1     5.0     5.7
DL-Comp   : M      42.8    37.2    27.8    14.7     7.9     9.9     0.0
DW(Max)     V       0.9     1.7     2.6     3.4     3.8     3.7     4.2
DL-Comp   : M      18.6    16.1    12.1     6.4     3.4     4.3     0.0
DW(Min)     V       0.4     0.7     1.1     1.5     1.7     1.6     1.8
LL + I    : M+    906.5   806.7   631.1   345.1   187.3   234.0     0.0
            V      57.5    75.9    94.1   112.3   121.0   118.5   130.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.7    77.5    94.6   112.3   121.0   118.5   130.0
            M     819.8   764.4   609.6   345.1   189.5   236.0    -0.0
Total     : M+   1355.7  1196.8   922.9   499.5   270.1   337.7     0.0
            V      66.6    94.0   121.2   148.4   161.0   157.4   174.1
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    70.8    95.6   121.7   148.4   161.0   157.4   174.1
            M    1269.1  1154.5   901.4   499.5   272.3   339.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               10.6             10.6
Deck+Haunch            17.8             17.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.6              3.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           39.3             39.3
DL-Comp.(DW)           21.0             21.0
Live                  122.1            122.1
        Truck          98.3             98.3
        Lane           23.8             23.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.85    8.20   12.55   16.90   21.25
Self wt.  : M       0.0    19.9    15.9    29.6    56.0    74.9    86.2    90.0
(Max)       V       8.5     7.5     7.7     6.9     5.2     3.5     1.7     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     6.7     5.4    10.0    18.9    25.3    29.1    30.3
DC(Max)     V       2.9     2.5     2.6     2.3     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    33.4    26.7    49.8    94.0   125.7   144.7   151.0
Haunch (Max)V      14.2    12.5    12.9    11.6     8.7     5.8     2.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.6     0.9     1.2     1.5
(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    14.8    11.8    22.0    41.6    55.6    64.0    66.8
DC(Max)     V       6.3     5.6     5.7     5.2     3.9     2.6     1.3     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     6.6     5.3     9.8    18.6    24.8    28.6    29.8
DW(Max)     V       2.8     2.5     2.5     2.3     1.7     1.1     0.6     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   120.0    96.3   175.5   310.1   410.0   465.0   475.3
            V      70.1    63.5    64.9    59.9    49.7    42.9    36.2    29.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    70.1    63.5    64.9    59.9    49.7    42.9    36.2    29.4
            M       0.0   120.0    96.3   175.5   310.1   410.0   465.0   475.3
Total     : M+      0.0   201.6   161.5   297.0   539.9   717.2   818.8   844.7
            V     104.8    94.1    96.4    88.3    71.0    57.2    43.3    29.5
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   104.8    94.1    96.4    88.3    71.0    57.2    43.3    29.5
            M       0.0   201.6   161.5   297.0   539.9   717.2   818.8   844.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    25.60   29.95   34.30   38.65   40.53   40.00   42.50
Self wt.  : M      86.2    74.9    56.0    29.6    15.9    19.9     0.0
(Max)       V       1.7     3.5     5.2     6.9     7.7     7.5     8.5
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      29.1    25.3    18.9    10.0     5.4     6.7     0.0
DC(Max)     V       0.6     1.2     1.8     2.3     2.6     2.5     2.9
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     144.7   125.7    94.0    49.8    26.7    33.4     0.0
Haunch (Max)V       2.9     5.8     8.7    11.6    12.9    12.5    14.2
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       1.2     0.9     0.6     0.3     0.1     0.2     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      64.0    55.6    41.6    22.0    11.8    14.8     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.7     5.6     6.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      28.6    24.8    18.6     9.8     5.3     6.6     0.0
DW(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.8
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+    465.0   410.0   310.1   175.5    96.3   120.0     0.0
            V      36.2    42.9    49.7    59.9    64.9    63.5    70.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    36.2    42.9    49.7    59.9    64.9    63.5    70.1
            M     465.0   410.0   310.1   175.5    96.3   120.0     0.0
Total     : M+    818.7   717.1   539.9   297.0   161.5   201.6     0.0
            V      43.3    57.2    71.0    88.3    96.4    94.1   104.8
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    43.3    57.2    71.0    88.3    96.4    94.1   104.8
            M     818.7   717.1   539.9   297.0   161.5   201.6     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    4.35    8.70   13.05   17.40   21.75
 
Beam-Self
Precast-top    0.103   0.144   0.256   0.336   0.384   0.400 
Bottom        -0.078  -0.109  -0.194  -0.255  -0.291  -0.304 
 
Prestress
Precast-top    0.018   0.018   0.018   0.018   0.018   0.018 
Bottom         1.877   1.877   1.877   1.877   1.877   1.877 
 
Total
Precast-top    0.121   0.163   0.275   0.355   0.403   0.419 
Bottom         1.799   1.768   1.683   1.622   1.586   1.573 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.95 %)
             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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
 
Prestress
Precast-top    0.003   0.016   0.013   0.016   0.016   0.016   0.016   0.016
Bottom         0.286   1.653   1.371   1.653   1.653   1.653   1.653   1.653
 
Self wt.
Precast-top   -0.000   0.085   0.068   0.126   0.238   0.318   0.366   0.382
Bottom        -0.000  -0.064  -0.051  -0.095  -0.180  -0.241  -0.278  -0.290
 
DL-Prec (DC)
Precast-top   -0.000   0.029   0.023   0.042   0.080   0.107   0.123   0.129
Bottom        -0.000  -0.022  -0.017  -0.032  -0.061  -0.081  -0.094  -0.098
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.003   0.004   0.005   0.006
Bottom        -0.000  -0.001  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.142   0.113   0.211   0.399   0.534   0.614   0.641
Bottom        -0.000  -0.108  -0.086  -0.160  -0.303  -0.405  -0.466  -0.486
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.008   0.016   0.029   0.039   0.045   0.047
Precast-top   -0.000   0.004   0.003   0.006   0.012   0.016   0.019   0.020
Bottom        -0.000  -0.025  -0.020  -0.037  -0.070  -0.093  -0.108  -0.112
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.004   0.007   0.013   0.018   0.020   0.021
Precast-top   -0.000   0.002   0.002   0.003   0.005   0.007   0.008   0.009
Bottom        -0.000  -0.011  -0.009  -0.016  -0.031  -0.042  -0.048  -0.050
 
LL+I(+)
Topping-top   -0.000   0.094   0.076   0.139   0.255   0.326   0.366   0.369
Precast-top   -0.000   0.039   0.031   0.058   0.106   0.135   0.152   0.153
Bottom        -0.000  -0.225  -0.181  -0.331  -0.606  -0.774  -0.870  -0.877
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.110   0.088   0.162   0.297   0.383   0.431   0.437 
Precast-top    0.003   0.318   0.254   0.464   0.860   1.138   1.304   1.356 
Bottom         0.286   1.198   1.005   0.979   0.400   0.013  -0.214  -0.265 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.012   0.023   0.043   0.057   0.065   0.068 
Precast-top    0.003   0.278   0.223   0.406   0.754   1.003   1.152   1.203 
Bottom         0.286   1.423   1.186   1.310   1.005   0.787   0.656   0.612 
 

 
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    4.35    8.70   13.05   17.40   21.75
 
Beam-Self
Precast-top    0.103   0.144   0.256   0.336   0.384   0.400 
Bottom        -0.078  -0.109  -0.194  -0.255  -0.291  -0.304 
 
Prestress
Precast-top    0.018   0.018   0.018   0.018   0.018   0.018 
Bottom         1.877   1.877   1.877   1.877   1.877   1.877 
 
Total
Precast-top    0.121   0.163   0.275   0.355   0.403   0.419 
Bottom         1.799   1.768   1.683   1.622   1.586   1.573 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.880   0.880   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.95 %)
             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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
 
Prestress
Precast-top    0.003   0.016   0.013   0.016   0.016   0.016   0.016   0.016
Bottom         0.286   1.653   1.371   1.653   1.653   1.653   1.653   1.653
 
Self wt.
Precast-top   -0.000   0.085   0.068   0.126   0.238   0.318   0.366   0.382
Bottom        -0.000  -0.064  -0.051  -0.095  -0.180  -0.241  -0.278  -0.290
 
DL-Prec (DC)
Precast-top   -0.000   0.029   0.023   0.042   0.080   0.107   0.123   0.129
Bottom        -0.000  -0.022  -0.017  -0.032  -0.061  -0.081  -0.094  -0.098
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.003   0.004   0.005   0.006
Bottom        -0.000  -0.001  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.142   0.113   0.211   0.399   0.534   0.614   0.641
Bottom        -0.000  -0.108  -0.086  -0.160  -0.303  -0.405  -0.466  -0.486
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.008   0.016   0.029   0.039   0.045   0.047
Precast-top   -0.000   0.004   0.003   0.006   0.012   0.016   0.019   0.020
Bottom        -0.000  -0.025  -0.020  -0.037  -0.070  -0.093  -0.108  -0.112
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.004   0.007   0.013   0.018   0.020   0.021
Precast-top   -0.000   0.002   0.002   0.003   0.005   0.007   0.008   0.009
Bottom        -0.000  -0.011  -0.009  -0.016  -0.031  -0.042  -0.048  -0.050
 
LL+I(+)
Topping-top   -0.000   0.076   0.061   0.111   0.204   0.261   0.293   0.295
Precast-top   -0.000   0.031   0.025   0.046   0.084   0.108   0.121   0.122
Bottom        -0.000  -0.180  -0.145  -0.265  -0.485  -0.620  -0.696  -0.701
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.091   0.073   0.134   0.246   0.317   0.358   0.363 
Precast-top    0.003   0.310   0.248   0.453   0.838   1.111   1.274   1.325 
Bottom         0.286   1.243   1.041   1.045   0.521   0.168  -0.040  -0.089 
 

 
 
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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
F_LL+I(+)
Topping-top   -0.000   0.085   0.068   0.124   0.219   0.290   0.329   0.336
Precast-top   -0.000   0.035   0.028   0.051   0.091   0.120   0.136   0.139
Bottom        -0.000  -0.202  -0.163  -0.295  -0.521  -0.689  -0.781  -0.798
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.092   0.074   0.135   0.240   0.318   0.361   0.370 
Precast-top    0.001   0.174   0.139   0.255   0.468   0.621   0.712   0.741 
Bottom         0.143   0.510   0.430   0.360  -0.018  -0.295  -0.453  -0.493 
 

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 :   0.50
    174.1    6.0   43.7    0.188   0.0   6.00e-3 50.0    177.3     0.968    3.013      0.51
      0.0    0.2   43.6     31.5 0.148      16.2 0.87    12.00     0.085    1.692 
Transfer:   3.00
    157.4    6.0   43.7    1.130   0.0   3.14e-3 40.0    148.8     0.580    1.131      0.00
    339.7    1.4   43.1    189.0 0.135      26.1 1.43    12.00     0.085    1.809 
Critical:   4.09
    150.1    6.0   43.7    1.204   0.0   2.11e-3 36.4    132.9     0.455    1.069      0.00
    469.2    1.4   43.0    189.0 0.129      33.9 1.86    12.00     0.085    1.935 
0.1L    :   4.35
    148.4    6.0   43.7    1.221   0.0   1.90e-3 35.6    128.8     0.429    1.017      0.00
    499.5    1.5   43.0    189.0 0.128      36.1 1.98    12.00     0.085    1.957 
0.2L    :   8.70
    121.7    6.0   43.7    1.513   0.0   2.04e-3 36.2    100.8     0.344    0.816      0.00
    901.4    1.8   42.8    189.0 0.105      34.4 1.90    24.00     0.085    2.024 
0.3L    :  13.05
     95.6    6.0   43.7    1.736   0.0   1.86e-3 35.5     69.9     0.233    0.282      0.00
   1154.5    2.1   42.7    189.0 0.083      36.4 2.01    24.00     0.085    1.138 
0.4L    :  17.40
     70.8    6.0   43.7    1.736   0.0   2.01e-3 36.0     44.0     0.150    0.282      0.00
   1269.1    2.1   42.7    189.0 0.061      34.7 1.92    24.00     0.085    1.495 
0.5L    :  21.75
     49.4    6.0   43.7    1.736   0.0   1.71e-3 35.0     16.8     0.085    0.563      0.00
   1293.0    2.1   42.7    189.0 0.043      38.1 2.10    24.00     0.085    3.825 
0.6L    :  26.10
     70.8    6.0   43.7    1.736   0.0   2.01e-3 36.0     44.0     0.150    0.282      0.00
   1269.1    2.1   42.7    189.0 0.061      34.7 1.92    24.00     0.085    1.495 
0.7L    :  30.45
     95.6    6.0   43.7    1.736   0.0   1.86e-3 35.5     69.9     0.233    0.282      0.00
   1154.5    2.1   42.7    189.0 0.083      36.4 2.01    24.00     0.085    1.138 
0.8L    :  34.80
    121.7    6.0   43.7    1.513   0.0   2.04e-3 36.2    100.8     0.344    0.816      0.00
    901.4    1.8   42.8    189.0 0.105      34.4 1.90    24.00     0.085    2.024 
0.9L    :  39.15
    148.4    6.0   43.7    1.221   0.0   1.90e-3 35.6    128.8     0.429    1.017      0.00
    499.5    1.5   43.0    189.0 0.128      36.1 1.98    12.00     0.085    1.957 
Critical:  39.41
    150.1    6.0   43.7    1.204   0.0   2.11e-3 36.4    132.9     0.455    1.069      0.00
    469.2    1.4   43.0    189.0 0.129      33.9 1.86    12.00     0.085    1.935 
Transfer:  40.50
    157.4    6.0   43.7    1.130   0.0   3.14e-3 40.0    148.8     0.580    1.131      0.00
    339.7    1.4   43.1    189.0 0.135      26.1 1.43    12.00     0.085    1.809 
Bearing :  43.00
    174.1    6.0   43.7    0.188   0.0   6.00e-3 50.0    177.3     0.968    3.013      0.51
      0.0    0.2   43.6     31.5 0.148      16.2 0.87    12.00     0.085    1.692 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.85
 
 
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 = 9.00(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
    174.1      4.43     43.75    0.23       43.64    24.00      0.090      1.253      0.383      0.533 
Transfer:      2.50
    157.4      4.06     43.75    1.35       43.07    24.00      0.090      1.129      0.308      0.447 
Critical:      3.59
    150.2      3.88     43.75    1.44       43.03    24.00      0.090      1.068      0.272      0.436 
0.1L    :      3.85
    148.4      3.83     43.75    1.46       43.02    24.00      0.090      1.053      0.263      0.384 
0.2L    :      8.20
    121.7      3.16     43.75    1.80       42.85    24.00      0.090      0.827      0.127      0.320 
0.3L    :     12.55
     95.6      2.49     43.75    2.06       42.72    24.00      0.090      0.604      0.000      0.282 
0.4L    :     16.90
     70.8      1.84     43.75    2.06       42.72    24.00      0.090      0.389      0.000      0.282 
0.5L    :     21.25
     49.4      1.29     43.75    2.06       42.72    24.00      0.090      0.204      0.000      0.563 
0.6L    :     25.60
     70.8      1.84     43.75    2.06       42.72    24.00      0.090      0.389      0.000      0.282 
0.7L    :     29.95
     95.6      2.49     43.75    2.06       42.72    24.00      0.090      0.604      0.000      0.282 
0.8L    :     34.30
    121.7      3.16     43.75    1.80       42.85    24.00      0.090      0.827      0.127      0.320 
0.9L    :     38.65
    148.4      3.83     43.75    1.46       43.02    24.00      0.090      1.053      0.263      0.384 
Critical:     38.91
    150.2      3.88     43.75    1.44       43.03    24.00      0.090      1.068      0.272      0.436 
Transfer:     40.00
    157.4      4.06     43.75    1.35       43.07    24.00      0.090      1.129      0.308      0.447 
Bearing :     42.50
    174.1      4.43     43.75    0.23       43.64    24.00      0.090      1.253      0.383      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.85 ft
Prestress      :       0.141  1.80      0.254  2.20      0.311
Self Wt.       :      -0.040  1.85     -0.073  2.40     -0.095
Deck + Haunch  :                       -0.052  2.30     -0.120
DL-Prec. (DC)  :                       -0.010  3.00     -0.031
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.018
DL-Comp. (DW)  :                       -0.003  3.00     -0.008
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 8.20 ft
Prestress      :       0.253  1.80      0.455  2.20      0.556
Self Wt.       :      -0.075  1.85     -0.138  2.40     -0.180
Deck + Haunch  :                       -0.105  2.30     -0.242
DL-Prec. (DC)  :                       -0.021  3.00     -0.063
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.037
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 12.55 ft
Prestress      :       0.333  1.80      0.599  2.20      0.732
Self Wt.       :      -0.102  1.85     -0.189  2.40     -0.246
Deck + Haunch  :                       -0.147  2.30     -0.338
DL-Prec. (DC)  :                       -0.030  3.00     -0.089
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.017  3.00     -0.052
DL-Comp. (DW)  :                       -0.008  3.00     -0.023
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 16.90 ft
Prestress      :       0.381  1.80      0.685  2.20      0.837
Self Wt.       :      -0.120  1.85     -0.222  2.40     -0.288
Deck + Haunch  :                       -0.174  2.30     -0.399
DL-Prec. (DC)  :                       -0.035  3.00     -0.105
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.061
DL-Comp. (DW)  :                       -0.009  3.00     -0.027
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 21.25 ft
Prestress      :       0.397  1.80      0.714  2.20      0.873
Self Wt.       :      -0.126  1.85     -0.233  2.40     -0.302
Deck + Haunch  :                       -0.183  2.30     -0.420
DL-Prec. (DC)  :                       -0.037  3.00     -0.110
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.021  3.00     -0.064
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 25.60 ft
Prestress      :       0.381  1.80      0.685  2.20      0.837
Self Wt.       :      -0.120  1.85     -0.222  2.40     -0.288
Deck + Haunch  :                       -0.174  2.30     -0.399
DL-Prec. (DC)  :                       -0.035  3.00     -0.105
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.061
DL-Comp. (DW)  :                       -0.009  3.00     -0.027
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 29.95 ft
Prestress      :       0.333  1.80      0.599  2.20      0.732
Self Wt.       :      -0.102  1.85     -0.189  2.40     -0.246
Deck + Haunch  :                       -0.147  2.30     -0.338
DL-Prec. (DC)  :                       -0.030  3.00     -0.089
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.017  3.00     -0.052
DL-Comp. (DW)  :                       -0.008  3.00     -0.023
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 34.30 ft
Prestress      :       0.253  1.80      0.455  2.20      0.556
Self Wt.       :      -0.075  1.85     -0.138  2.40     -0.180
Deck + Haunch  :                       -0.105  2.30     -0.242
DL-Prec. (DC)  :                       -0.021  3.00     -0.063
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.037
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 38.65 ft
Prestress      :       0.141  1.80      0.254  2.20      0.311
Self Wt.       :      -0.040  1.85     -0.073  2.40     -0.095
Deck + Haunch  :                       -0.052  2.30     -0.120
DL-Prec. (DC)  :                       -0.010  3.00     -0.031
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.018
DL-Comp. (DW)  :                       -0.003  3.00     -0.008
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:   2.50
   337.7    37.4  1.413  266.8    1.6   1.35   1155.1  0.082T 1.00       -       -     -     -  
H/2     :   1.97
   270.1    37.4  1.163  267.4    1.3   1.11    955.6  0.100T 1.00       -       -     -     -  
0.1L    :   3.85
   499.5    37.4  1.526  266.5    1.7   1.46   1244.8  0.076T 1.00       -       -     -     -  
0.2L    :   8.20
   922.9    37.4  1.892  265.7    2.1   1.80   1530.9  0.061T 1.00       -       -     -     -  
0.3L    :  12.55
  1196.9    37.4  2.170  265.1    2.4   2.06   1745.8  0.053T 1.00   1385.3  1385.3    1.26    -  
0.4L    :  16.90
  1355.8    37.4  2.170  265.1    2.4   2.06   1745.8  0.053T 1.00   1353.7  1353.7    1.29    -  
0.5L    :  21.25
  1382.3    37.4  2.170  265.1    2.4   2.06   1745.8  0.053T 1.00   1343.0  1343.0    1.30    -  
0.6L    :  25.60
  1355.7    37.4  2.170  265.1    2.4   2.06   1745.8  0.053T 1.00   1353.7  1353.7    1.29    -  
0.7L    :  29.95
  1196.8    37.4  2.170  265.1    2.4   2.06   1745.8  0.053T 1.00   1385.3  1385.3    1.26    -  
0.8L    :  34.30
   922.9    37.4  1.892  265.7    2.1   1.80   1530.9  0.061T 1.00       -       -     -     -  
0.9L    :  38.65
   499.5    37.4  1.526  266.5    1.7   1.46   1244.8  0.076T 1.00       -       -     -     -  
H/2     :  40.53
   270.1    37.4  1.163  267.4    1.3   1.11    955.6  0.100T 1.00       -       -     -     -  
Transfer:  40.00
   337.7    37.4  1.413  266.8    1.6   1.35   1155.1  0.082T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.128
        M   2.00 Fb     0.475
 
  2   1 E  36.00 Ft     0.268
        M  36.00 Fb     0.364
 
  3   1 E  34.00 Ft     0.634
        M  34.00 Fb     0.275
 
  4   2 E   6.00 Ft     0.523
        M   6.00 Fb     0.738
 
  5   1 E   6.00 Ft     0.468
        M   6.00 Fb     0.969
 
  6   2 E   2.00 Ft     0.237
        M   2.00 Fb     1.522
 
  7   1 E   2.00 Ft     0.121
        M   2.00 Fb     1.799
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 43.50            Release Length, ft: 43.50
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.39 %               Final losses: 13.44 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.799     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.121       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  1745.85     1382.28     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.437     Midspan    1.800   0.068     Midspan
    Pre.Top:   3.000   1.356     Midspan    2.250   1.203     Midspan
    Pre.Bot:   3.000   1.198    Transfer    2.250   1.423    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.003     Bearing
    Pre.Bot:  -0.420  -0.089     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.741     Midspan
    Pre.Bot:                                                             2.000   0.510    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  21.25 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.397  1.80      0.714  2.20      0.873
Self Wt.       :      -0.126  1.85     -0.233  2.40     -0.302
Deck + Haunch  :                       -0.183  2.30     -0.420
DL-Prec. (DC)  :                       -0.037  3.00     -0.110
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.021  3.00     -0.064
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
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-Std-B                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  5.000 in    Bot =  7.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Interior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 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     =  13.000 in
Effective width  =  90.000 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       0.007      0.00       0.007   42.50
     DC  Line       0.070      0.00       0.070   42.50
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    21.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 43.500 ft
Release length = 43.500 ft
Design  length = 42.500 ft
 
Kern points:
------------
Upper    =   26.56 in
Lower    =    9.67 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.708   (Calculated)    
Live Moment (1  lane  loaded)  : 0.537   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.037   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.868   (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                  =        382.5 in2           1083.1 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           236425 in4#
Ht. of c.g.           =        17.06 in             34.06 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        398.4 plf           1131.8 plf   
Mom. of Inertia (Iyy) =       5157.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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     2.50     1.97     3.85     8.20    12.55    16.90    21.25
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    384.7    395.5    393.2    395.5    395.5    395.5    395.5    395.5
  Yb      ,  in    17.02    16.82    16.86    16.82    16.82    16.82    16.82    16.82
  MI(Ixx) , in4    62114    62665    62550    62665    62665    62665    62665    62665
Composite: (At Final, using Ec =  4286.6 ksi )
  Area    , in2   1085.2   1095.4   1093.2   1095.4   1095.4   1095.4   1095.4   1095.4
  Yb      ,  in    34.01    33.79    33.83    33.79    33.79    33.79    33.79    33.79
  MI(Ixx) , in4   237625   243557   242305   243557   243557   243557   243557   243557

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.63 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 9.80 in):
     5 @  2.000 in     3 @  6.000 in     1 @ 34.000 in     1 @ 36.000 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     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.048 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.059 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.139 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)       
-------------------------------------------------------------------------------------
       435.000         740 321.900      4.280 17332.068   349.258     128.840        
 
 
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#4[M13]       60.00        0.40       9.00       0.1457      2.3960    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3960      0.6460     No
      2      US#5[M16]       60.00        0.62       7.50       0.6460      1.2710     No
      2      US#5[M16]       60.00        0.62       9.00       1.2710      2.0210     No
      2      US#5[M16]       60.00        0.62       9.88       2.0210      2.8501     No
      2      US#4[M13]       60.00        0.40      10.75       2.3960      3.2920    Yes
      2      US#5[M16]       60.00        0.62      10.87       2.8501      3.7598     No
      2      US#4[M13]       60.00        0.40      11.00       3.2920      4.2100    Yes
      2      US#5[M16]       60.00        0.62      11.76       3.7598      4.7402     No
      2      US#4[M13]       60.00        0.40      12.50       4.2080      6.2920    Yes
      2      US#5[M16]       60.00        0.62      12.48       4.7402      5.7900     No
      2      US#5[M16]       60.00        0.62      13.80       5.7900      6.9501     No
      2      US#5[M16]       60.00        0.62      15.00       6.9501     11.9501     No
      2      US#4[M13]       60.00        0.40      15.00       6.2920     12.5420    Yes
      2      US#4[M13]       60.00        0.40      17.00      12.5420     21.0420    Yes
      2      US#4[M13]       60.00        0.40       8.52      21.0420     22.4580    Yes
      2      US#4[M13]       60.00        0.40      17.00      22.4580     30.9580    Yes
      2      US#4[M13]       60.00        0.40      15.00      30.9580     37.2080    Yes
      2      US#5[M16]       60.00        0.62      15.00      31.5499     36.5499     No
      2      US#5[M16]       60.00        0.62      13.80      36.5499     37.7100     No
      2      US#5[M16]       60.00        0.62      12.48      37.7100     38.7598     No
      2      US#4[M13]       60.00        0.40      12.50      37.2080     39.2920    Yes
      2      US#5[M16]       60.00        0.62      11.76      38.7598     39.7402     No
      2      US#4[M13]       60.00        0.40      11.00      39.2900     40.2080    Yes
      2      US#5[M16]       60.00        0.62      10.87      39.7402     40.6499     No
      2      US#4[M13]       60.00        0.40      10.75      40.2080     41.1040    Yes
      2      US#5[M16]       60.00        0.62       9.88      40.6499     41.4790     No
      2      US#5[M16]       60.00        0.62       9.00      41.4790     42.2290     No
      2      US#5[M16]       60.00        0.62       7.50      42.2290     42.8540     No
      2      US#5[M16]       60.00        0.62       3.00      42.8540     43.1040     No
      2      US#4[M13]       60.00        0.40       9.00      41.1040     43.3543    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      2 US#6[M19]           2.00 0.880 0.1458 43.1670       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  9.80 in
         P_init    =      425.4 kips  Ecc =  7.26 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.60 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.227 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.66 ksi    0.00 ksi
    due to Composite Loads                                 -0.76 ksi    0.00 ksi
    due to Live Loads                                      -3.51 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.11 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.60 ksi  ( 4.39 %)            17.48 ksi ( 8.92 %)
Total Prestress Losses                                    26.08 ksi (13.31 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.9 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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
Self wt.  : M       0.0    19.9    15.9    29.6    56.0    74.9    86.2    90.0
(Max)       V       8.5     7.5     7.7     6.9     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0     3.9     3.1     5.7    10.8    14.5    16.7    17.4
DC(Max)     V       1.6     1.4     1.5     1.3     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    36.7    29.3    54.6   103.1   137.8   158.6   165.6
Haunch (Max)V      15.6    13.8    14.1    12.8     9.6     6.4     3.2     0.0
Diaphragm : M       0.0     0.4     0.3     0.6     1.2     1.8     2.4     3.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.8    11.8    22.0    41.6    55.6    64.0    66.8
DC(Max)     V       6.3     5.6     5.7     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0     6.6     5.3     9.8    18.6    24.8    28.6    29.8
DW(Max)     V       2.8     2.5     2.5     2.3     1.7     1.1     0.6     0.0
LL + I    : M+      0.0   143.2   114.7   211.3   386.4   493.9   555.0   559.0
            V      91.6    83.5    85.2    79.1    66.3    53.5    40.5    27.7
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    91.6    83.5    85.2    79.1    66.7    54.6    43.5    34.8
            M       0.0   144.5   116.0   211.3   373.2   468.0   502.0   504.4
Total     : M+      0.0   225.5   180.3   333.7   617.8   803.4   911.5   931.6
            V     126.6   114.4   117.0   107.8    87.8    67.9    47.8    27.9
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   126.6   114.4   117.0   107.8    88.2    69.0    50.8    34.9
            M       0.0   226.7   181.6   333.7   604.6   777.4   858.5   876.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    25.60   29.95   34.30   38.65   40.53   40.00   42.50
Self wt.  : M      86.2    74.9    56.0    29.6    15.9    19.9     0.0
(Max)       V       1.7     3.5     5.2     6.9     7.7     7.5     8.5
DL-Prec.  : M      16.7    14.5    10.8     5.7     3.1     3.9     0.0
DC(Max)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
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     158.6   137.8   103.1    54.6    29.3    36.7     0.0
Haunch (Max)V       3.2     6.4     9.6    12.8    14.1    13.8    15.6
Diaphragm : M       2.4     1.8     1.2     0.5     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      64.0    55.6    41.6    22.0    11.8    14.8     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.7     5.6     6.3
DL-Comp   : M      28.6    24.8    18.6     9.8     5.3     6.6     0.0
DW(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.8
LL + I    : M+    555.0   493.9   386.4   211.3   114.7   143.2     0.0
            V      40.5    53.5    66.3    79.1    85.2    83.5    91.6
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    43.5    54.6    66.7    79.1    85.2    83.5    91.6
            M     502.0   468.0   373.2   211.3   116.0   144.5    -0.0
Total     : M+    911.5   803.3   617.8   333.7   180.3   225.4     0.0
            V      47.8    67.9    87.8   107.8   117.0   114.4   126.6
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    50.8    69.0    88.2   107.8   117.0   114.4   126.6
            M     858.4   777.4   604.6   333.7   181.6   226.7    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                8.5              8.5
Deck+Haunch            15.6             15.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.6              1.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           31.5             31.5
DL-Comp.(DW)           14.0             14.0
Live                   69.8             69.8
        Truck          56.2             56.2
        Lane           13.6             13.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.85    8.20   12.55   16.90   21.25
Self wt.  : M       0.0    19.9    15.9    29.6    56.0    74.9    86.2    90.0
(Max)       V       8.5     7.5     7.7     6.9     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0     3.9     3.1     5.7    10.8    14.5    16.7    17.4
DC(Max)     V       1.6     1.4     1.5     1.3     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    36.7    29.3    54.6   103.1   137.8   158.6   165.6
Haunch (Max)V      15.6    13.8    14.1    12.8     9.6     6.4     3.2     0.0
Diaphragm : M       0.0     0.4     0.3     0.6     1.2     1.8     2.4     3.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.8    11.8    22.0    41.6    55.6    64.0    66.8
DC(Max)     V       6.3     5.6     5.7     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0     6.6     5.3     9.8    18.6    24.8    28.6    29.8
DW(Max)     V       2.8     2.5     2.5     2.3     1.7     1.1     0.6     0.0
LL + I    : M+      0.0   114.6    91.7   169.1   309.1   395.2   444.0   447.2
            V      73.3    66.8    68.2    63.3    53.1    42.8    32.4    22.2
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    73.3    66.8    68.2    63.3    53.4    43.7    34.8    27.8
            M       0.0   115.6    92.8   169.1   298.6   374.4   401.6   403.5
Total     : M+      0.0   196.8   157.3   291.4   540.5   704.6   800.5   819.8
            V     108.2    97.7    99.9    91.9    74.6    57.2    39.7    22.3
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   108.2    97.7    99.9    91.9    74.9    58.1    42.1    28.0
            M       0.0   197.8   158.4   291.4   530.0   683.8   758.1   776.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    25.60   29.95   34.30   38.65   40.53   40.00   42.50
Self wt.  : M      86.2    74.9    56.0    29.6    15.9    19.9     0.0
(Max)       V       1.7     3.5     5.2     6.9     7.7     7.5     8.5
DL-Prec.  : M      16.7    14.5    10.8     5.7     3.1     3.9     0.0
DC(Max)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
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     158.6   137.8   103.1    54.6    29.3    36.7     0.0
Haunch (Max)V       3.2     6.4     9.6    12.8    14.1    13.8    15.6
Diaphragm : M       2.4     1.8     1.2     0.5     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      64.0    55.6    41.6    22.0    11.8    14.8     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.7     5.6     6.3
DL-Comp   : M      28.6    24.8    18.6     9.8     5.3     6.6     0.0
DW(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.8
LL + I    : M+    444.0   395.2   309.1   169.1    91.7   114.6     0.0
            V      32.4    42.8    53.1    63.3    68.2    66.8    73.3
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    34.8    43.7    53.4    63.3    68.2    66.8    73.3
            M     401.6   374.4   298.6   169.1    92.8   115.6    -0.0
Total     : M+    800.5   704.6   540.5   291.4   157.3   196.8     0.0
            V      39.7    57.2    74.6    91.9    99.9    97.7   108.2
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    42.1    58.1    74.9    91.9    99.9    97.7   108.2
            M     758.0   683.8   529.9   291.4   158.4   197.8    -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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
Self wt.  : M       0.0    24.9    19.9    37.1    70.0    93.6   107.7   112.4
(Max)       V      10.6     9.3     9.6     8.7     6.5     4.3     2.2     0.0
Self wt.  : M       0.0    17.9    14.3    26.7    50.4    67.4    77.6    81.0
(Min)       V       7.6     6.7     6.9     6.2     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0     4.8     3.8     7.2    13.6    18.1    20.9    21.8
DC(Max)     V       2.0     1.8     1.9     1.7     1.3     0.8     0.4     0.0
DL-Prec.  : M       0.0     3.5     2.8     5.2     9.8    13.0    15.0    15.7
DC(Min)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    45.8    36.6    68.2   128.9   172.3   198.3   207.0
Haunch (Max)V      19.5    17.2    17.7    15.9    12.0     8.0     4.0     0.0
Deck +    : M       0.0    33.0    26.3    49.1    92.8   124.0   142.8   149.0
Haunch (Min)V      14.0    12.4    12.7    11.5     8.6     5.7     2.9     0.0
Diaphragm : M       0.0     0.5     0.4     0.7     1.5     2.3     3.0     3.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.5     1.1     1.6     2.2     2.7
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    18.5    14.8    27.5    52.0    69.5    80.0    83.5
DC(Max)     V       7.9     6.9     7.1     6.4     4.8     3.2     1.6     0.0
DL-Comp   : M       0.0    13.3    10.6    19.8    37.5    50.1    57.6    60.1
DC(Min)     V       5.7     5.0     5.1     4.6     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     9.9     7.9    14.7    27.8    37.2    42.8    44.7
DW(Max)     V       4.2     3.7     3.8     3.4     2.6     1.7     0.9     0.0
DL-Comp   : M       0.0     4.3     3.4     6.4    12.1    16.1    18.6    19.4
DW(Min)     V       1.8     1.6     1.7     1.5     1.1     0.7     0.4     0.0
LL + I    : M+      0.0   250.7   200.7   369.8   676.2   864.4   971.3   978.3
            V     160.4   146.2   149.2   138.5   116.1    93.6    71.0    48.5
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   160.4   146.2   149.2   138.5   116.7    95.6    76.2    60.9
            M       0.0   252.9   203.1   369.8   653.1   819.0   878.4   882.6
Total     : M+      0.0   355.1   284.0   525.2   970.1  1257.4  1424.1  1451.5
            V     204.7   185.3   189.5   174.9   143.4   111.9    80.2    48.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   204.7   185.3   189.5   174.9   144.0   113.9    85.4    61.0
            M       0.0   357.3   286.4   525.2   947.0  1212.0  1331.2  1355.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    25.60   29.95   34.30   38.65   40.53   40.00   42.50
Self wt.  : M     107.7    93.6    70.0    37.1    19.9    24.9     0.0
(Max)       V       2.2     4.3     6.5     8.7     9.6     9.3    10.6
Self wt.  : M      77.6    67.4    50.4    26.7    14.3    17.9     0.0
(Min)       V       1.6     3.1     4.7     6.2     6.9     6.7     7.6
DL-Prec.  : M      20.9    18.1    13.6     7.2     3.8     4.8     0.0
DC(Max)     V       0.4     0.8     1.3     1.7     1.9     1.8     2.0
DL-Prec.  : M      15.0    13.0     9.8     5.2     2.8     3.5     0.0
DC(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
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     198.3   172.3   128.9    68.2    36.6    45.8     0.0
Haunch (Max)V       4.0     8.0    12.0    15.9    17.7    17.2    19.5
Deck +    : M     142.8   124.0    92.8    49.1    26.3    33.0     0.0
Haunch (Min)V       2.9     5.7     8.6    11.5    12.7    12.4    14.0
Diaphragm : M       3.0     2.2     1.4     0.7     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.1     1.6     1.0     0.5     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      80.0    69.5    52.0    27.5    14.8    18.5     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.1     6.9     7.9
DL-Comp   : M      57.6    50.1    37.5    19.8    10.6    13.3     0.0
DC(Min)     V       1.2     2.3     3.5     4.6     5.1     5.0     5.7
DL-Comp   : M      42.8    37.2    27.8    14.7     7.9     9.9     0.0
DW(Max)     V       0.9     1.7     2.6     3.4     3.8     3.7     4.2
DL-Comp   : M      18.6    16.1    12.1     6.4     3.4     4.3     0.0
DW(Min)     V       0.4     0.7     1.1     1.5     1.7     1.6     1.8
LL + I    : M+    971.3   864.4   676.2   369.8   200.7   250.7     0.0
            V      71.0    93.6   116.1   138.5   149.2   146.2   160.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    76.2    95.6   116.7   138.5   149.2   146.2   160.4
            M     878.4   819.0   653.1   369.8   203.1   252.9    -0.0
Total     : M+   1424.0  1257.3   970.1   525.2   284.0   355.1     0.0
            V      80.2   111.9   143.4   174.9   189.4   185.3   204.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    85.4   113.9   144.0   174.9   189.4   185.3   204.7
            M    1331.1  1211.9   947.0   525.2   286.4   357.3    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               10.6             10.6
Deck+Haunch            19.5             19.5
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.0              2.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           39.3             39.3
DL-Comp.(DW)           21.0             21.0
Live                  122.1            122.1
        Truck          98.3             98.3
        Lane           23.8             23.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.85    8.20   12.55   16.90   21.25
Self wt.  : M       0.0    19.9    15.9    29.6    56.0    74.9    86.2    90.0
(Max)       V       8.5     7.5     7.7     6.9     5.2     3.5     1.7     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     3.9     3.1     5.7    10.8    14.5    16.7    17.4
DC(Max)     V       1.6     1.4     1.5     1.3     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    36.7    29.3    54.6   103.1   137.8   158.6   165.6
Haunch (Max)V      15.6    13.8    14.1    12.8     9.6     6.4     3.2     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     0.4     0.3     0.6     1.2     1.8     2.4     3.0
(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    14.8    11.8    22.0    41.6    55.6    64.0    66.8
DC(Max)     V       6.3     5.6     5.7     5.2     3.9     2.6     1.3     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     6.6     5.3     9.8    18.6    24.8    28.6    29.8
DW(Max)     V       2.8     2.5     2.5     2.3     1.7     1.1     0.6     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   100.6    80.8   147.2   260.1   343.9   390.1   398.6
            V      72.4    65.5    67.0    61.9    51.3    44.3    37.3    30.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    72.4    65.5    67.0    61.9    51.3    44.3    37.3    30.3
            M       0.0   100.6    80.8   147.2   260.1   343.9   390.1   398.6
Total     : M+      0.0   182.8   146.4   269.5   491.5   653.3   746.6   771.2
            V     107.3    96.4    98.7    90.5    72.8    58.7    44.6    30.5
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   107.3    96.4    98.7    90.5    72.8    58.7    44.6    30.5
            M       0.0   182.8   146.4   269.5   491.5   653.3   746.6   771.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    25.60   29.95   34.30   38.65   40.53   40.00   42.50
Self wt.  : M      86.2    74.9    56.0    29.6    15.9    19.9     0.0
(Max)       V       1.7     3.5     5.2     6.9     7.7     7.5     8.5
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      16.7    14.5    10.8     5.7     3.1     3.9     0.0
DC(Max)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
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     158.6   137.8   103.1    54.6    29.3    36.7     0.0
Haunch (Max)V       3.2     6.4     9.6    12.8    14.1    13.8    15.6
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       2.4     1.8     1.2     0.5     0.3     0.4     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      64.0    55.6    41.6    22.0    11.8    14.8     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.7     5.6     6.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      28.6    24.8    18.6     9.8     5.3     6.6     0.0
DW(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.8
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+    390.1   343.9   260.1   147.2    80.8   100.6     0.0
            V      37.3    44.3    51.3    61.9    67.0    65.5    72.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    37.3    44.3    51.3    61.9    67.0    65.5    72.4
            M     390.1   343.9   260.1   147.2    80.8   100.6     0.0
Total     : M+    746.5   653.3   491.5   269.5   146.4   182.8     0.0
            V      44.6    58.7    72.8    90.5    98.7    96.4   107.3
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    44.6    58.7    72.8    90.5    98.7    96.4   107.3
            M     746.5   653.3   491.5   269.5   146.4   182.8     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    4.35    8.70   13.05   17.40   21.75
 
Beam-Self
Precast-top    0.103   0.144   0.256   0.336   0.384   0.400 
Bottom        -0.078  -0.109  -0.194  -0.255  -0.291  -0.304 
 
Prestress
Precast-top    0.018   0.018   0.018   0.018   0.018   0.018 
Bottom         1.877   1.877   1.877   1.877   1.877   1.877 
 
Total
Precast-top    0.121   0.163   0.275   0.355   0.403   0.419 
Bottom         1.799   1.768   1.683   1.622   1.586   1.573 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.95 %)
             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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
 
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   0.014   0.011   0.021   0.040   0.053   0.061   0.064 
Precast-top    0.003   0.280   0.224   0.409   0.759   1.010   1.161   1.213 
Bottom         0.286   1.421   1.185   1.308   1.001   0.781   0.648   0.603 
 

 
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    4.35    8.70   13.05   17.40   21.75
 
Beam-Self
Precast-top    0.103   0.144   0.256   0.336   0.384   0.400 
Bottom        -0.078  -0.109  -0.194  -0.255  -0.291  -0.304 
 
Prestress
Precast-top    0.018   0.018   0.018   0.018   0.018   0.018 
Bottom         1.877   1.877   1.877   1.877   1.877   1.877 
 
Total
Precast-top    0.121   0.163   0.275   0.355   0.403   0.419 
Bottom         1.799   1.768   1.683   1.622   1.586   1.573 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.880   0.880   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.95 %)
             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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
 
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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
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   0.073   0.059   0.108   0.192   0.254   0.288   0.295 
Precast-top    0.001   0.166   0.133   0.242   0.446   0.593   0.681   0.709 
Bottom         0.143   0.543   0.457   0.409   0.068  -0.182  -0.325  -0.362 
 

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 :   0.50
    204.7    6.0   43.7    0.188   0.0   6.00e-3 50.0    211.3     1.154    3.013      0.75
      0.0    0.2   43.6     31.5 0.174      16.2 0.87    12.00     0.085    1.439 
Transfer:   3.00
    185.3    6.0   43.7    1.128   0.0   4.89e-3 46.1    187.1     0.902    1.131      0.00
    357.3    1.2   43.1    189.0 0.159      18.8 1.03    12.00     0.085    1.230 
Critical:   4.09
    176.8    6.0   43.7    1.203   0.0   3.68e-3 41.9    173.1     0.721    1.069      0.00
    493.9    1.3   43.1    189.0 0.152      23.3 1.28    12.00     0.085    1.426 
0.1L    :   4.35
    174.9    6.0   43.7    1.219   0.0   3.43e-3 41.0    169.8     0.685    1.017      0.00
    525.2    1.3   43.1    189.0 0.150      24.5 1.34    12.00     0.085    1.422 
0.2L    :   8.70
    144.0    6.0   43.7    1.511   0.0   2.86e-3 39.0    132.2     0.499    0.816      0.00
    947.0    1.6   42.9    189.0 0.124      27.8 1.53    24.00     0.085    1.525 
0.3L    :  13.05
    113.9    6.0   43.7    1.736   0.0   2.54e-3 37.9     96.5     0.351    0.282      0.00
   1212.0    1.9   42.8    189.0 0.099      30.0 1.65    24.00     0.085    0.851*
0.4L    :  17.40
     85.4    6.0   43.7    1.736   0.0   2.64e-3 38.2     65.6     0.241    0.282      0.00
   1331.2    1.9   42.8    189.0 0.074      29.3 1.61    24.00     0.085    1.117 
0.5L    :  21.75
     61.0    6.0   43.7    1.736   0.0   2.28e-3 37.0     35.7     0.126    0.563      0.00
   1355.8    1.9   42.8    189.0 0.053      32.1 1.77    24.00     0.085    2.834 
0.6L    :  26.10
     85.4    6.0   43.7    1.736   0.0   2.64e-3 38.2     65.6     0.241    0.282      0.00
   1331.1    1.9   42.8    189.0 0.074      29.3 1.61    24.00     0.085    1.117 
0.7L    :  30.45
    113.9    6.0   43.7    1.736   0.0   2.54e-3 37.9     96.5     0.351    0.282      0.00
   1211.9    1.9   42.8    189.0 0.099      30.0 1.65    24.00     0.085    0.851*
0.8L    :  34.80
    144.0    6.0   43.7    1.511   0.0   2.86e-3 39.0    132.2     0.499    0.816      0.00
    947.0    1.6   42.9    189.0 0.124      27.8 1.53    24.00     0.085    1.525 
0.9L    :  39.15
    174.9    6.0   43.7    1.219   0.0   3.43e-3 41.0    169.8     0.685    1.017      0.00
    525.2    1.3   43.1    189.0 0.150      24.5 1.34    12.00     0.085    1.422 
Critical:  39.41
    176.8    6.0   43.7    1.203   0.0   3.68e-3 41.9    173.1     0.721    1.069      0.00
    493.9    1.3   43.1    189.0 0.152      23.3 1.28    12.00     0.085    1.426 
Transfer:  40.50
    185.3    6.0   43.7    1.128   0.0   4.89e-3 46.1    187.1     0.902    1.131      0.00
    357.3    1.2   43.1    189.0 0.159      18.8 1.03    12.00     0.085    1.230 
Bearing :  43.00
    204.7    6.0   43.7    0.188   0.0   6.00e-3 50.0    211.3     1.154    3.013      0.75
      0.0    0.2   43.6     31.5 0.174      16.2 0.87    12.00     0.085    1.439 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.85
 
 
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 = 9.00(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
    204.7      5.21     43.75    0.21       43.65    24.00      0.090      1.512      0.538      0.533*
Transfer:      2.50
    185.3      4.77     43.75    1.23       43.13    24.00      0.090      1.366      0.451      0.447*
Critical:      3.59
    176.9      4.56     43.75    1.31       43.09    24.00      0.090      1.295      0.408      0.436 
0.1L    :      3.85
    174.9      4.51     43.75    1.33       43.09    24.00      0.090      1.278      0.398      0.384*
0.2L    :      8.20
    144.0      3.73     43.75    1.64       42.93    24.00      0.090      1.018      0.242      0.320 
0.3L    :     12.55
    113.9      2.96     43.75    1.88       42.81    24.00      0.090      0.760      0.087      0.282 
0.4L    :     16.90
     85.4      2.22     43.75    1.88       42.81    24.00      0.090      0.514      0.000      0.282 
0.5L    :     21.25
     61.0      1.58     43.75    1.88       42.81    24.00      0.090      0.303      0.000      0.563 
0.6L    :     25.60
     85.4      2.22     43.75    1.88       42.81    24.00      0.090      0.514      0.000      0.282 
0.7L    :     29.95
    113.9      2.96     43.75    1.88       42.81    24.00      0.090      0.760      0.087      0.282 
0.8L    :     34.30
    144.0      3.73     43.75    1.64       42.93    24.00      0.090      1.018      0.242      0.320 
0.9L    :     38.65
    174.9      4.51     43.75    1.33       43.09    24.00      0.090      1.278      0.398      0.384*
Critical:     38.91
    176.9      4.56     43.75    1.31       43.09    24.00      0.090      1.295      0.408      0.436 
Transfer:     40.00
    185.3      4.77     43.75    1.23       43.13    24.00      0.090      1.366      0.451      0.447*
Bearing :     42.50
    204.7      5.21     43.75    0.21       43.65    24.00      0.090      1.512      0.538      0.533*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.85 ft
Prestress      :       0.141  1.80      0.254  2.20      0.311
Self Wt.       :      -0.040  1.85     -0.073  2.40     -0.095
Deck + Haunch  :                       -0.057  2.30     -0.132
DL-Prec. (DC)  :                       -0.006  3.00     -0.018
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.018
DL-Comp. (DW)  :                       -0.003  3.00     -0.008
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 8.20 ft
Prestress      :       0.253  1.80      0.455  2.20      0.556
Self Wt.       :      -0.075  1.85     -0.138  2.40     -0.180
Deck + Haunch  :                       -0.115  2.30     -0.265
DL-Prec. (DC)  :                       -0.012  3.00     -0.036
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.036
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 12.55 ft
Prestress      :       0.333  1.80      0.599  2.20      0.732
Self Wt.       :      -0.102  1.85     -0.189  2.40     -0.246
Deck + Haunch  :                       -0.161  2.30     -0.371
DL-Prec. (DC)  :                       -0.017  3.00     -0.051
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.017  3.00     -0.050
DL-Comp. (DW)  :                       -0.007  3.00     -0.022
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 16.90 ft
Prestress      :       0.381  1.80      0.685  2.20      0.837
Self Wt.       :      -0.120  1.85     -0.222  2.40     -0.288
Deck + Haunch  :                       -0.190  2.30     -0.438
DL-Prec. (DC)  :                       -0.020  3.00     -0.060
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.059
DL-Comp. (DW)  :                       -0.009  3.00     -0.026
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 21.25 ft
Prestress      :       0.397  1.80      0.714  2.20      0.873
Self Wt.       :      -0.126  1.85     -0.233  2.40     -0.302
Deck + Haunch  :                       -0.200  2.30     -0.461
DL-Prec. (DC)  :                       -0.021  3.00     -0.063
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.021  3.00     -0.062
DL-Comp. (DW)  :                       -0.009  3.00     -0.028
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 25.60 ft
Prestress      :       0.381  1.80      0.685  2.20      0.837
Self Wt.       :      -0.120  1.85     -0.222  2.40     -0.288
Deck + Haunch  :                       -0.190  2.30     -0.438
DL-Prec. (DC)  :                       -0.020  3.00     -0.060
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.059
DL-Comp. (DW)  :                       -0.009  3.00     -0.026
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 29.95 ft
Prestress      :       0.333  1.80      0.599  2.20      0.732
Self Wt.       :      -0.102  1.85     -0.189  2.40     -0.246
Deck + Haunch  :                       -0.161  2.30     -0.371
DL-Prec. (DC)  :                       -0.017  3.00     -0.051
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.017  3.00     -0.050
DL-Comp. (DW)  :                       -0.007  3.00     -0.022
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 34.30 ft
Prestress      :       0.253  1.80      0.455  2.20      0.556
Self Wt.       :      -0.075  1.85     -0.138  2.40     -0.180
Deck + Haunch  :                       -0.115  2.30     -0.265
DL-Prec. (DC)  :                       -0.012  3.00     -0.036
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.036
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 38.65 ft
Prestress      :       0.141  1.80      0.254  2.20      0.311
Self Wt.       :      -0.040  1.85     -0.073  2.40     -0.095
Deck + Haunch  :                       -0.057  2.30     -0.132
DL-Prec. (DC)  :                       -0.006  3.00     -0.018
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.018
DL-Comp. (DW)  :                       -0.003  3.00     -0.008
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:   2.50
   355.1    37.4  1.411  267.1    1.4   1.23   1156.4  0.091T 1.00       -       -     -     -  
H/2     :   1.97
   284.0    37.4  1.161  267.6    1.2   1.02    956.2  0.111T 1.00       -       -     -     -  
0.1L    :   3.85
   525.2    37.4  1.524  266.8    1.6   1.33   1246.5  0.084T 1.00       -       -     -     -  
0.2L    :   8.20
   970.1    37.4  1.889  266.1    1.9   1.64   1534.3  0.067T 1.00       -       -     -     -  
0.3L    :  12.55
  1257.4    37.4  2.170  265.5    2.2   1.88   1753.0  0.058T 1.00    301.7   301.7    5.81    -  
0.4L    :  16.90
  1424.1    37.4  2.170  265.5    2.2   1.88   1753.0  0.058T 1.00    269.0   269.0    6.52    -  
0.5L    :  21.25
  1451.5    37.4  2.170  265.5    2.2   1.88   1753.0  0.058T 1.00    257.8   257.8    6.80    -  
0.6L    :  25.60
  1424.0    37.4  2.170  265.5    2.2   1.88   1753.0  0.058T 1.00    269.1   269.1    6.51    -  
0.7L    :  29.95
  1257.3    37.4  2.170  265.5    2.2   1.88   1753.0  0.058T 1.00    301.7   301.7    5.81    -  
0.8L    :  34.30
   970.1    37.4  1.889  266.1    1.9   1.64   1534.3  0.067T 1.00       -       -     -     -  
0.9L    :  38.65
   525.2    37.4  1.524  266.8    1.6   1.33   1246.5  0.084T 1.00       -       -     -     -  
H/2     :  40.53
   284.0    37.4  1.161  267.6    1.2   1.02    956.2  0.111T 1.00       -       -     -     -  
Transfer:  40.00
   355.1    37.4  1.411  267.1    1.4   1.23   1156.4  0.091T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.128
        M   2.00 Fb     0.475
 
  2   1 E  36.00 Ft     0.268
        M  36.00 Fb     0.364
 
  3   1 E  34.00 Ft     0.634
        M  34.00 Fb     0.275
 
  4   2 E   6.00 Ft     0.523
        M   6.00 Fb     0.738
 
  5   1 E   6.00 Ft     0.468
        M   6.00 Fb     0.969
 
  6   2 E   2.00 Ft     0.237
        M   2.00 Fb     1.522
 
  7   1 E   2.00 Ft     0.121
        M   2.00 Fb     1.799
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 43.50            Release Length, ft: 43.50
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.39 %               Final losses: 13.31 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.799     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.121       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  1753.00     1451.49     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.064     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.213     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.421    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.709     Midspan
    Pre.Bot:                                                             2.000   0.543    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  21.25 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.397  1.80      0.714  2.20      0.873
Self Wt.       :      -0.126  1.85     -0.233  2.40     -0.302
Deck + Haunch  :                       -0.200  2.30     -0.461
DL-Prec. (DC)  :                       -0.021  3.00     -0.063
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.021  3.00     -0.062
DL-Comp. (DW)  :                       -0.009  3.00     -0.028
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-Std-B                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  5.000 in    Bot =  7.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Interior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 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     =  13.000 in
Effective width  =  90.000 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       0.007      0.00       0.007   42.50
     DC  Line       0.070      0.00       0.070   42.50
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    21.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 43.500 ft
Release length = 43.500 ft
Design  length = 42.500 ft
 
Kern points:
------------
Upper    =   26.56 in
Lower    =    9.67 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.708   (Calculated)    
Live Moment (1  lane  loaded)  : 0.537   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.037   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.868   (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                  =        382.5 in2           1083.1 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           236425 in4#
Ht. of c.g.           =        17.06 in             34.06 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        398.4 plf           1131.8 plf   
Mom. of Inertia (Iyy) =       5157.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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     2.50     1.97     3.85     8.20    12.55    16.90    21.25
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    384.7    395.5    393.2    395.5    395.5    395.5    395.5    395.5
  Yb      ,  in    17.02    16.82    16.86    16.82    16.82    16.82    16.82    16.82
  MI(Ixx) , in4    62114    62665    62550    62665    62665    62665    62665    62665
Composite: (At Final, using Ec =  4286.6 ksi )
  Area    , in2   1085.2   1095.4   1093.2   1095.4   1095.4   1095.4   1095.4   1095.4
  Yb      ,  in    34.01    33.79    33.83    33.79    33.79    33.79    33.79    33.79
  MI(Ixx) , in4   237625   243557   242305   243557   243557   243557   243557   243557

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.63 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 9.80 in):
     5 @  2.000 in     3 @  6.000 in     1 @ 34.000 in     1 @ 36.000 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     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.048 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.059 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.139 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)       
-------------------------------------------------------------------------------------
       435.000         740 321.900      4.280 17332.068   349.258     128.840        
 
 
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#4[M13]       60.00        0.40       9.00       0.1457      2.3960    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3960      0.6460     No
      2      US#5[M16]       60.00        0.62       7.50       0.6460      1.2710     No
      2      US#5[M16]       60.00        0.62       9.00       1.2710      2.0210     No
      2      US#5[M16]       60.00        0.62       9.88       2.0210      2.8501     No
      2      US#4[M13]       60.00        0.40      10.75       2.3960      3.2920    Yes
      2      US#5[M16]       60.00        0.62      10.87       2.8501      3.7598     No
      2      US#4[M13]       60.00        0.40      11.00       3.2920      4.2100    Yes
      2      US#5[M16]       60.00        0.62      11.76       3.7598      4.7402     No
      2      US#4[M13]       60.00        0.40      12.50       4.2080      6.2920    Yes
      2      US#5[M16]       60.00        0.62      12.48       4.7402      5.7900     No
      2      US#5[M16]       60.00        0.62      13.80       5.7900      6.9501     No
      2      US#5[M16]       60.00        0.62      15.00       6.9501     11.9501     No
      2      US#4[M13]       60.00        0.40      15.00       6.2920     12.5420    Yes
      2      US#4[M13]       60.00        0.40      17.00      12.5420     21.0420    Yes
      2      US#4[M13]       60.00        0.40       8.52      21.0420     22.4580    Yes
      2      US#4[M13]       60.00        0.40      17.00      22.4580     30.9580    Yes
      2      US#4[M13]       60.00        0.40      15.00      30.9580     37.2080    Yes
      2      US#5[M16]       60.00        0.62      15.00      31.5499     36.5499     No
      2      US#5[M16]       60.00        0.62      13.80      36.5499     37.7100     No
      2      US#5[M16]       60.00        0.62      12.48      37.7100     38.7598     No
      2      US#4[M13]       60.00        0.40      12.50      37.2080     39.2920    Yes
      2      US#5[M16]       60.00        0.62      11.76      38.7598     39.7402     No
      2      US#4[M13]       60.00        0.40      11.00      39.2900     40.2080    Yes
      2      US#5[M16]       60.00        0.62      10.87      39.7402     40.6499     No
      2      US#4[M13]       60.00        0.40      10.75      40.2080     41.1040    Yes
      2      US#5[M16]       60.00        0.62       9.88      40.6499     41.4790     No
      2      US#5[M16]       60.00        0.62       9.00      41.4790     42.2290     No
      2      US#5[M16]       60.00        0.62       7.50      42.2290     42.8540     No
      2      US#5[M16]       60.00        0.62       3.00      42.8540     43.1040     No
      2      US#4[M13]       60.00        0.40       9.00      41.1040     43.3543    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      2 US#6[M19]           2.00 0.880 0.1458 43.1670       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  9.80 in
         P_init    =      425.4 kips  Ecc =  7.26 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.60 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.227 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.66 ksi    0.00 ksi
    due to Composite Loads                                 -0.76 ksi    0.00 ksi
    due to Live Loads                                      -3.51 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.11 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.60 ksi  ( 4.39 %)            17.48 ksi ( 8.92 %)
Total Prestress Losses                                    26.08 ksi (13.31 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.9 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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
Self wt.  : M       0.0    19.9    15.9    29.6    56.0    74.9    86.2    90.0
(Max)       V       8.5     7.5     7.7     6.9     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0     3.9     3.1     5.7    10.8    14.5    16.7    17.4
DC(Max)     V       1.6     1.4     1.5     1.3     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    36.7    29.3    54.6   103.1   137.8   158.6   165.6
Haunch (Max)V      15.6    13.8    14.1    12.8     9.6     6.4     3.2     0.0
Diaphragm : M       0.0     0.4     0.3     0.6     1.2     1.8     2.4     3.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.8    11.8    22.0    41.6    55.6    64.0    66.8
DC(Max)     V       6.3     5.6     5.7     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0     6.6     5.3     9.8    18.6    24.8    28.6    29.8
DW(Max)     V       2.8     2.5     2.5     2.3     1.7     1.1     0.6     0.0
LL + I    : M+      0.0   143.2   114.7   211.3   386.4   493.9   555.0   559.0
            V      91.6    83.5    85.2    79.1    66.3    53.5    40.5    27.7
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    91.6    83.5    85.2    79.1    66.7    54.6    43.5    34.8
            M       0.0   144.5   116.0   211.3   373.2   468.0   502.0   504.4
Total     : M+      0.0   225.5   180.3   333.7   617.8   803.4   911.5   931.6
            V     126.6   114.4   117.0   107.8    87.8    67.9    47.8    27.9
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   126.6   114.4   117.0   107.8    88.2    69.0    50.8    34.9
            M       0.0   226.7   181.6   333.7   604.6   777.4   858.5   876.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    25.60   29.95   34.30   38.65   40.53   40.00   42.50
Self wt.  : M      86.2    74.9    56.0    29.6    15.9    19.9     0.0
(Max)       V       1.7     3.5     5.2     6.9     7.7     7.5     8.5
DL-Prec.  : M      16.7    14.5    10.8     5.7     3.1     3.9     0.0
DC(Max)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
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     158.6   137.8   103.1    54.6    29.3    36.7     0.0
Haunch (Max)V       3.2     6.4     9.6    12.8    14.1    13.8    15.6
Diaphragm : M       2.4     1.8     1.2     0.5     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      64.0    55.6    41.6    22.0    11.8    14.8     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.7     5.6     6.3
DL-Comp   : M      28.6    24.8    18.6     9.8     5.3     6.6     0.0
DW(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.8
LL + I    : M+    555.0   493.9   386.4   211.3   114.7   143.2     0.0
            V      40.5    53.5    66.3    79.1    85.2    83.5    91.6
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    43.5    54.6    66.7    79.1    85.2    83.5    91.6
            M     502.0   468.0   373.2   211.3   116.0   144.5    -0.0
Total     : M+    911.5   803.3   617.8   333.7   180.3   225.4     0.0
            V      47.8    67.9    87.8   107.8   117.0   114.4   126.6
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    50.8    69.0    88.2   107.8   117.0   114.4   126.6
            M     858.4   777.4   604.6   333.7   181.6   226.7    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                8.5              8.5
Deck+Haunch            15.6             15.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.6              1.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           31.5             31.5
DL-Comp.(DW)           14.0             14.0
Live                   69.8             69.8
        Truck          56.2             56.2
        Lane           13.6             13.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.85    8.20   12.55   16.90   21.25
Self wt.  : M       0.0    19.9    15.9    29.6    56.0    74.9    86.2    90.0
(Max)       V       8.5     7.5     7.7     6.9     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0     3.9     3.1     5.7    10.8    14.5    16.7    17.4
DC(Max)     V       1.6     1.4     1.5     1.3     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    36.7    29.3    54.6   103.1   137.8   158.6   165.6
Haunch (Max)V      15.6    13.8    14.1    12.8     9.6     6.4     3.2     0.0
Diaphragm : M       0.0     0.4     0.3     0.6     1.2     1.8     2.4     3.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.8    11.8    22.0    41.6    55.6    64.0    66.8
DC(Max)     V       6.3     5.6     5.7     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0     6.6     5.3     9.8    18.6    24.8    28.6    29.8
DW(Max)     V       2.8     2.5     2.5     2.3     1.7     1.1     0.6     0.0
LL + I    : M+      0.0   114.6    91.7   169.1   309.1   395.2   444.0   447.2
            V      73.3    66.8    68.2    63.3    53.1    42.8    32.4    22.2
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    73.3    66.8    68.2    63.3    53.4    43.7    34.8    27.8
            M       0.0   115.6    92.8   169.1   298.6   374.4   401.6   403.5
Total     : M+      0.0   196.8   157.3   291.4   540.5   704.6   800.5   819.8
            V     108.2    97.7    99.9    91.9    74.6    57.2    39.7    22.3
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   108.2    97.7    99.9    91.9    74.9    58.1    42.1    28.0
            M       0.0   197.8   158.4   291.4   530.0   683.8   758.1   776.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    25.60   29.95   34.30   38.65   40.53   40.00   42.50
Self wt.  : M      86.2    74.9    56.0    29.6    15.9    19.9     0.0
(Max)       V       1.7     3.5     5.2     6.9     7.7     7.5     8.5
DL-Prec.  : M      16.7    14.5    10.8     5.7     3.1     3.9     0.0
DC(Max)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
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     158.6   137.8   103.1    54.6    29.3    36.7     0.0
Haunch (Max)V       3.2     6.4     9.6    12.8    14.1    13.8    15.6
Diaphragm : M       2.4     1.8     1.2     0.5     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      64.0    55.6    41.6    22.0    11.8    14.8     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.7     5.6     6.3
DL-Comp   : M      28.6    24.8    18.6     9.8     5.3     6.6     0.0
DW(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.8
LL + I    : M+    444.0   395.2   309.1   169.1    91.7   114.6     0.0
            V      32.4    42.8    53.1    63.3    68.2    66.8    73.3
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    34.8    43.7    53.4    63.3    68.2    66.8    73.3
            M     401.6   374.4   298.6   169.1    92.8   115.6    -0.0
Total     : M+    800.5   704.6   540.5   291.4   157.3   196.8     0.0
            V      39.7    57.2    74.6    91.9    99.9    97.7   108.2
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    42.1    58.1    74.9    91.9    99.9    97.7   108.2
            M     758.0   683.8   529.9   291.4   158.4   197.8    -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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
Self wt.  : M       0.0    24.9    19.9    37.1    70.0    93.6   107.7   112.4
(Max)       V      10.6     9.3     9.6     8.7     6.5     4.3     2.2     0.0
Self wt.  : M       0.0    17.9    14.3    26.7    50.4    67.4    77.6    81.0
(Min)       V       7.6     6.7     6.9     6.2     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0     4.8     3.8     7.2    13.6    18.1    20.9    21.8
DC(Max)     V       2.0     1.8     1.9     1.7     1.3     0.8     0.4     0.0
DL-Prec.  : M       0.0     3.5     2.8     5.2     9.8    13.0    15.0    15.7
DC(Min)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    45.8    36.6    68.2   128.9   172.3   198.3   207.0
Haunch (Max)V      19.5    17.2    17.7    15.9    12.0     8.0     4.0     0.0
Deck +    : M       0.0    33.0    26.3    49.1    92.8   124.0   142.8   149.0
Haunch (Min)V      14.0    12.4    12.7    11.5     8.6     5.7     2.9     0.0
Diaphragm : M       0.0     0.5     0.4     0.7     1.5     2.3     3.0     3.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.5     1.1     1.6     2.2     2.7
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    18.5    14.8    27.5    52.0    69.5    80.0    83.5
DC(Max)     V       7.9     6.9     7.1     6.4     4.8     3.2     1.6     0.0
DL-Comp   : M       0.0    13.3    10.6    19.8    37.5    50.1    57.6    60.1
DC(Min)     V       5.7     5.0     5.1     4.6     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     9.9     7.9    14.7    27.8    37.2    42.8    44.7
DW(Max)     V       4.2     3.7     3.8     3.4     2.6     1.7     0.9     0.0
DL-Comp   : M       0.0     4.3     3.4     6.4    12.1    16.1    18.6    19.4
DW(Min)     V       1.8     1.6     1.7     1.5     1.1     0.7     0.4     0.0
LL + I    : M+      0.0   250.7   200.7   369.8   676.2   864.4   971.3   978.3
            V     160.4   146.2   149.2   138.5   116.1    93.6    71.0    48.5
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   160.4   146.2   149.2   138.5   116.7    95.6    76.2    60.9
            M       0.0   252.9   203.1   369.8   653.1   819.0   878.4   882.6
Total     : M+      0.0   355.1   284.0   525.2   970.1  1257.4  1424.1  1451.5
            V     204.7   185.3   189.5   174.9   143.4   111.9    80.2    48.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   204.7   185.3   189.5   174.9   144.0   113.9    85.4    61.0
            M       0.0   357.3   286.4   525.2   947.0  1212.0  1331.2  1355.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    25.60   29.95   34.30   38.65   40.53   40.00   42.50
Self wt.  : M     107.7    93.6    70.0    37.1    19.9    24.9     0.0
(Max)       V       2.2     4.3     6.5     8.7     9.6     9.3    10.6
Self wt.  : M      77.6    67.4    50.4    26.7    14.3    17.9     0.0
(Min)       V       1.6     3.1     4.7     6.2     6.9     6.7     7.6
DL-Prec.  : M      20.9    18.1    13.6     7.2     3.8     4.8     0.0
DC(Max)     V       0.4     0.8     1.3     1.7     1.9     1.8     2.0
DL-Prec.  : M      15.0    13.0     9.8     5.2     2.8     3.5     0.0
DC(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
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     198.3   172.3   128.9    68.2    36.6    45.8     0.0
Haunch (Max)V       4.0     8.0    12.0    15.9    17.7    17.2    19.5
Deck +    : M     142.8   124.0    92.8    49.1    26.3    33.0     0.0
Haunch (Min)V       2.9     5.7     8.6    11.5    12.7    12.4    14.0
Diaphragm : M       3.0     2.2     1.4     0.7     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.1     1.6     1.0     0.5     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      80.0    69.5    52.0    27.5    14.8    18.5     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.1     6.9     7.9
DL-Comp   : M      57.6    50.1    37.5    19.8    10.6    13.3     0.0
DC(Min)     V       1.2     2.3     3.5     4.6     5.1     5.0     5.7
DL-Comp   : M      42.8    37.2    27.8    14.7     7.9     9.9     0.0
DW(Max)     V       0.9     1.7     2.6     3.4     3.8     3.7     4.2
DL-Comp   : M      18.6    16.1    12.1     6.4     3.4     4.3     0.0
DW(Min)     V       0.4     0.7     1.1     1.5     1.7     1.6     1.8
LL + I    : M+    971.3   864.4   676.2   369.8   200.7   250.7     0.0
            V      71.0    93.6   116.1   138.5   149.2   146.2   160.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    76.2    95.6   116.7   138.5   149.2   146.2   160.4
            M     878.4   819.0   653.1   369.8   203.1   252.9    -0.0
Total     : M+   1424.0  1257.3   970.1   525.2   284.0   355.1     0.0
            V      80.2   111.9   143.4   174.9   189.4   185.3   204.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    85.4   113.9   144.0   174.9   189.4   185.3   204.7
            M    1331.1  1211.9   947.0   525.2   286.4   357.3    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               10.6             10.6
Deck+Haunch            19.5             19.5
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.0              2.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           39.3             39.3
DL-Comp.(DW)           21.0             21.0
Live                  122.1            122.1
        Truck          98.3             98.3
        Lane           23.8             23.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.85    8.20   12.55   16.90   21.25
Self wt.  : M       0.0    19.9    15.9    29.6    56.0    74.9    86.2    90.0
(Max)       V       8.5     7.5     7.7     6.9     5.2     3.5     1.7     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     3.9     3.1     5.7    10.8    14.5    16.7    17.4
DC(Max)     V       1.6     1.4     1.5     1.3     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    36.7    29.3    54.6   103.1   137.8   158.6   165.6
Haunch (Max)V      15.6    13.8    14.1    12.8     9.6     6.4     3.2     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     0.4     0.3     0.6     1.2     1.8     2.4     3.0
(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    14.8    11.8    22.0    41.6    55.6    64.0    66.8
DC(Max)     V       6.3     5.6     5.7     5.2     3.9     2.6     1.3     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     6.6     5.3     9.8    18.6    24.8    28.6    29.8
DW(Max)     V       2.8     2.5     2.5     2.3     1.7     1.1     0.6     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   100.6    80.8   147.2   260.1   343.9   390.1   398.6
            V      72.4    65.5    67.0    61.9    51.3    44.3    37.3    30.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    72.4    65.5    67.0    61.9    51.3    44.3    37.3    30.3
            M       0.0   100.6    80.8   147.2   260.1   343.9   390.1   398.6
Total     : M+      0.0   182.8   146.4   269.5   491.5   653.3   746.6   771.2
            V     107.3    96.4    98.7    90.5    72.8    58.7    44.6    30.5
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   107.3    96.4    98.7    90.5    72.8    58.7    44.6    30.5
            M       0.0   182.8   146.4   269.5   491.5   653.3   746.6   771.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    25.60   29.95   34.30   38.65   40.53   40.00   42.50
Self wt.  : M      86.2    74.9    56.0    29.6    15.9    19.9     0.0
(Max)       V       1.7     3.5     5.2     6.9     7.7     7.5     8.5
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      16.7    14.5    10.8     5.7     3.1     3.9     0.0
DC(Max)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
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     158.6   137.8   103.1    54.6    29.3    36.7     0.0
Haunch (Max)V       3.2     6.4     9.6    12.8    14.1    13.8    15.6
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       2.4     1.8     1.2     0.5     0.3     0.4     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      64.0    55.6    41.6    22.0    11.8    14.8     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.7     5.6     6.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      28.6    24.8    18.6     9.8     5.3     6.6     0.0
DW(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.8
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+    390.1   343.9   260.1   147.2    80.8   100.6     0.0
            V      37.3    44.3    51.3    61.9    67.0    65.5    72.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    37.3    44.3    51.3    61.9    67.0    65.5    72.4
            M     390.1   343.9   260.1   147.2    80.8   100.6     0.0
Total     : M+    746.5   653.3   491.5   269.5   146.4   182.8     0.0
            V      44.6    58.7    72.8    90.5    98.7    96.4   107.3
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    44.6    58.7    72.8    90.5    98.7    96.4   107.3
            M     746.5   653.3   491.5   269.5   146.4   182.8     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    4.35    8.70   13.05   17.40   21.75
 
Beam-Self
Precast-top    0.103   0.144   0.256   0.336   0.384   0.400 
Bottom        -0.078  -0.109  -0.194  -0.255  -0.291  -0.304 
 
Prestress
Precast-top    0.018   0.018   0.018   0.018   0.018   0.018 
Bottom         1.877   1.877   1.877   1.877   1.877   1.877 
 
Total
Precast-top    0.121   0.163   0.275   0.355   0.403   0.419 
Bottom         1.799   1.768   1.683   1.622   1.586   1.573 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.95 %)
             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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
 
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   0.014   0.011   0.021   0.040   0.053   0.061   0.064 
Precast-top    0.003   0.280   0.224   0.409   0.759   1.010   1.161   1.213 
Bottom         0.286   1.421   1.185   1.308   1.001   0.781   0.648   0.603 
 

 
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    4.35    8.70   13.05   17.40   21.75
 
Beam-Self
Precast-top    0.103   0.144   0.256   0.336   0.384   0.400 
Bottom        -0.078  -0.109  -0.194  -0.255  -0.291  -0.304 
 
Prestress
Precast-top    0.018   0.018   0.018   0.018   0.018   0.018 
Bottom         1.877   1.877   1.877   1.877   1.877   1.877 
 
Total
Precast-top    0.121   0.163   0.275   0.355   0.403   0.419 
Bottom         1.799   1.768   1.683   1.622   1.586   1.573 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.880   0.880   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.95 %)
             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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
 
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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
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   0.073   0.059   0.108   0.192   0.254   0.288   0.295 
Precast-top    0.001   0.166   0.133   0.242   0.446   0.593   0.681   0.709 
Bottom         0.143   0.543   0.457   0.409   0.068  -0.182  -0.325  -0.362 
 

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 :   0.50
    204.7    6.0   43.7    0.188   0.0   6.00e-3 50.0    211.3     1.154    3.013      0.75
      0.0    0.2   43.6     31.5 0.174      16.2 0.87    12.00     0.085    1.439 
Transfer:   3.00
    185.3    6.0   43.7    1.128   0.0   4.89e-3 46.1    187.1     0.902    1.131      0.00
    357.3    1.2   43.1    189.0 0.159      18.8 1.03    12.00     0.085    1.230 
Critical:   4.09
    176.8    6.0   43.7    1.203   0.0   3.68e-3 41.9    173.1     0.721    1.069      0.00
    493.9    1.3   43.1    189.0 0.152      23.3 1.28    12.00     0.085    1.426 
0.1L    :   4.35
    174.9    6.0   43.7    1.219   0.0   3.43e-3 41.0    169.8     0.685    1.017      0.00
    525.2    1.3   43.1    189.0 0.150      24.5 1.34    12.00     0.085    1.422 
0.2L    :   8.70
    144.0    6.0   43.7    1.511   0.0   2.86e-3 39.0    132.2     0.499    0.816      0.00
    947.0    1.6   42.9    189.0 0.124      27.8 1.53    24.00     0.085    1.525 
0.3L    :  13.05
    113.9    6.0   43.7    1.736   0.0   2.54e-3 37.9     96.5     0.351    0.282      0.00
   1212.0    1.9   42.8    189.0 0.099      30.0 1.65    24.00     0.085    0.851*
0.4L    :  17.40
     85.4    6.0   43.7    1.736   0.0   2.64e-3 38.2     65.6     0.241    0.282      0.00
   1331.2    1.9   42.8    189.0 0.074      29.3 1.61    24.00     0.085    1.117 
0.5L    :  21.75
     61.0    6.0   43.7    1.736   0.0   2.28e-3 37.0     35.7     0.126    0.563      0.00
   1355.8    1.9   42.8    189.0 0.053      32.1 1.77    24.00     0.085    2.834 
0.6L    :  26.10
     85.4    6.0   43.7    1.736   0.0   2.64e-3 38.2     65.6     0.241    0.282      0.00
   1331.1    1.9   42.8    189.0 0.074      29.3 1.61    24.00     0.085    1.117 
0.7L    :  30.45
    113.9    6.0   43.7    1.736   0.0   2.54e-3 37.9     96.5     0.351    0.282      0.00
   1211.9    1.9   42.8    189.0 0.099      30.0 1.65    24.00     0.085    0.851*
0.8L    :  34.80
    144.0    6.0   43.7    1.511   0.0   2.86e-3 39.0    132.2     0.499    0.816      0.00
    947.0    1.6   42.9    189.0 0.124      27.8 1.53    24.00     0.085    1.525 
0.9L    :  39.15
    174.9    6.0   43.7    1.219   0.0   3.43e-3 41.0    169.8     0.685    1.017      0.00
    525.2    1.3   43.1    189.0 0.150      24.5 1.34    12.00     0.085    1.422 
Critical:  39.41
    176.8    6.0   43.7    1.203   0.0   3.68e-3 41.9    173.1     0.721    1.069      0.00
    493.9    1.3   43.1    189.0 0.152      23.3 1.28    12.00     0.085    1.426 
Transfer:  40.50
    185.3    6.0   43.7    1.128   0.0   4.89e-3 46.1    187.1     0.902    1.131      0.00
    357.3    1.2   43.1    189.0 0.159      18.8 1.03    12.00     0.085    1.230 
Bearing :  43.00
    204.7    6.0   43.7    0.188   0.0   6.00e-3 50.0    211.3     1.154    3.013      0.75
      0.0    0.2   43.6     31.5 0.174      16.2 0.87    12.00     0.085    1.439 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.85
 
 
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 = 9.00(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
    204.7      5.21     43.75    0.21       43.65    24.00      0.090      1.512      0.538      0.533*
Transfer:      2.50
    185.3      4.77     43.75    1.23       43.13    24.00      0.090      1.366      0.451      0.447*
Critical:      3.59
    176.9      4.56     43.75    1.31       43.09    24.00      0.090      1.295      0.408      0.436 
0.1L    :      3.85
    174.9      4.51     43.75    1.33       43.09    24.00      0.090      1.278      0.398      0.384*
0.2L    :      8.20
    144.0      3.73     43.75    1.64       42.93    24.00      0.090      1.018      0.242      0.320 
0.3L    :     12.55
    113.9      2.96     43.75    1.88       42.81    24.00      0.090      0.760      0.087      0.282 
0.4L    :     16.90
     85.4      2.22     43.75    1.88       42.81    24.00      0.090      0.514      0.000      0.282 
0.5L    :     21.25
     61.0      1.58     43.75    1.88       42.81    24.00      0.090      0.303      0.000      0.563 
0.6L    :     25.60
     85.4      2.22     43.75    1.88       42.81    24.00      0.090      0.514      0.000      0.282 
0.7L    :     29.95
    113.9      2.96     43.75    1.88       42.81    24.00      0.090      0.760      0.087      0.282 
0.8L    :     34.30
    144.0      3.73     43.75    1.64       42.93    24.00      0.090      1.018      0.242      0.320 
0.9L    :     38.65
    174.9      4.51     43.75    1.33       43.09    24.00      0.090      1.278      0.398      0.384*
Critical:     38.91
    176.9      4.56     43.75    1.31       43.09    24.00      0.090      1.295      0.408      0.436 
Transfer:     40.00
    185.3      4.77     43.75    1.23       43.13    24.00      0.090      1.366      0.451      0.447*
Bearing :     42.50
    204.7      5.21     43.75    0.21       43.65    24.00      0.090      1.512      0.538      0.533*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.85 ft
Prestress      :       0.141  1.80      0.254  2.20      0.311
Self Wt.       :      -0.040  1.85     -0.073  2.40     -0.095
Deck + Haunch  :                       -0.057  2.30     -0.132
DL-Prec. (DC)  :                       -0.006  3.00     -0.018
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.018
DL-Comp. (DW)  :                       -0.003  3.00     -0.008
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 8.20 ft
Prestress      :       0.253  1.80      0.455  2.20      0.556
Self Wt.       :      -0.075  1.85     -0.138  2.40     -0.180
Deck + Haunch  :                       -0.115  2.30     -0.265
DL-Prec. (DC)  :                       -0.012  3.00     -0.036
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.036
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 12.55 ft
Prestress      :       0.333  1.80      0.599  2.20      0.732
Self Wt.       :      -0.102  1.85     -0.189  2.40     -0.246
Deck + Haunch  :                       -0.161  2.30     -0.371
DL-Prec. (DC)  :                       -0.017  3.00     -0.051
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.017  3.00     -0.050
DL-Comp. (DW)  :                       -0.007  3.00     -0.022
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 16.90 ft
Prestress      :       0.381  1.80      0.685  2.20      0.837
Self Wt.       :      -0.120  1.85     -0.222  2.40     -0.288
Deck + Haunch  :                       -0.190  2.30     -0.438
DL-Prec. (DC)  :                       -0.020  3.00     -0.060
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.059
DL-Comp. (DW)  :                       -0.009  3.00     -0.026
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 21.25 ft
Prestress      :       0.397  1.80      0.714  2.20      0.873
Self Wt.       :      -0.126  1.85     -0.233  2.40     -0.302
Deck + Haunch  :                       -0.200  2.30     -0.461
DL-Prec. (DC)  :                       -0.021  3.00     -0.063
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.021  3.00     -0.062
DL-Comp. (DW)  :                       -0.009  3.00     -0.028
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 25.60 ft
Prestress      :       0.381  1.80      0.685  2.20      0.837
Self Wt.       :      -0.120  1.85     -0.222  2.40     -0.288
Deck + Haunch  :                       -0.190  2.30     -0.438
DL-Prec. (DC)  :                       -0.020  3.00     -0.060
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.059
DL-Comp. (DW)  :                       -0.009  3.00     -0.026
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 29.95 ft
Prestress      :       0.333  1.80      0.599  2.20      0.732
Self Wt.       :      -0.102  1.85     -0.189  2.40     -0.246
Deck + Haunch  :                       -0.161  2.30     -0.371
DL-Prec. (DC)  :                       -0.017  3.00     -0.051
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.017  3.00     -0.050
DL-Comp. (DW)  :                       -0.007  3.00     -0.022
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 34.30 ft
Prestress      :       0.253  1.80      0.455  2.20      0.556
Self Wt.       :      -0.075  1.85     -0.138  2.40     -0.180
Deck + Haunch  :                       -0.115  2.30     -0.265
DL-Prec. (DC)  :                       -0.012  3.00     -0.036
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.036
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 38.65 ft
Prestress      :       0.141  1.80      0.254  2.20      0.311
Self Wt.       :      -0.040  1.85     -0.073  2.40     -0.095
Deck + Haunch  :                       -0.057  2.30     -0.132
DL-Prec. (DC)  :                       -0.006  3.00     -0.018
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.018
DL-Comp. (DW)  :                       -0.003  3.00     -0.008
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:   2.50
   355.1    37.4  1.411  267.1    1.4   1.23   1156.4  0.091T 1.00       -       -     -     -  
H/2     :   1.97
   284.0    37.4  1.161  267.6    1.2   1.02    956.2  0.111T 1.00       -       -     -     -  
0.1L    :   3.85
   525.2    37.4  1.524  266.8    1.6   1.33   1246.5  0.084T 1.00       -       -     -     -  
0.2L    :   8.20
   970.1    37.4  1.889  266.1    1.9   1.64   1534.3  0.067T 1.00       -       -     -     -  
0.3L    :  12.55
  1257.4    37.4  2.170  265.5    2.2   1.88   1753.0  0.058T 1.00    301.7   301.7    5.81    -  
0.4L    :  16.90
  1424.1    37.4  2.170  265.5    2.2   1.88   1753.0  0.058T 1.00    269.0   269.0    6.52    -  
0.5L    :  21.25
  1451.5    37.4  2.170  265.5    2.2   1.88   1753.0  0.058T 1.00    257.8   257.8    6.80    -  
0.6L    :  25.60
  1424.0    37.4  2.170  265.5    2.2   1.88   1753.0  0.058T 1.00    269.1   269.1    6.51    -  
0.7L    :  29.95
  1257.3    37.4  2.170  265.5    2.2   1.88   1753.0  0.058T 1.00    301.7   301.7    5.81    -  
0.8L    :  34.30
   970.1    37.4  1.889  266.1    1.9   1.64   1534.3  0.067T 1.00       -       -     -     -  
0.9L    :  38.65
   525.2    37.4  1.524  266.8    1.6   1.33   1246.5  0.084T 1.00       -       -     -     -  
H/2     :  40.53
   284.0    37.4  1.161  267.6    1.2   1.02    956.2  0.111T 1.00       -       -     -     -  
Transfer:  40.00
   355.1    37.4  1.411  267.1    1.4   1.23   1156.4  0.091T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.128
        M   2.00 Fb     0.475
 
  2   1 E  36.00 Ft     0.268
        M  36.00 Fb     0.364
 
  3   1 E  34.00 Ft     0.634
        M  34.00 Fb     0.275
 
  4   2 E   6.00 Ft     0.523
        M   6.00 Fb     0.738
 
  5   1 E   6.00 Ft     0.468
        M   6.00 Fb     0.969
 
  6   2 E   2.00 Ft     0.237
        M   2.00 Fb     1.522
 
  7   1 E   2.00 Ft     0.121
        M   2.00 Fb     1.799
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 43.50            Release Length, ft: 43.50
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.39 %               Final losses: 13.31 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.799     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.121       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  1753.00     1451.49     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.064     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.213     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.421    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.709     Midspan
    Pre.Bot:                                                             2.000   0.543    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  21.25 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.397  1.80      0.714  2.20      0.873
Self Wt.       :      -0.126  1.85     -0.233  2.40     -0.302
Deck + Haunch  :                       -0.200  2.30     -0.461
DL-Prec. (DC)  :                       -0.021  3.00     -0.063
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.021  3.00     -0.062
DL-Comp. (DW)  :                       -0.009  3.00     -0.028
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-Std-B                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  5.000 in    Bot =  7.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Interior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 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     =  13.000 in
Effective width  =  90.000 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       0.007      0.00       0.007   42.50
     DC  Line       0.070      0.00       0.070   42.50
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    21.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 43.500 ft
Release length = 43.500 ft
Design  length = 42.500 ft
 
Kern points:
------------
Upper    =   26.56 in
Lower    =    9.67 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.708   (Calculated)    
Live Moment (1  lane  loaded)  : 0.537   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.037   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.868   (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                  =        382.5 in2           1083.1 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           236425 in4#
Ht. of c.g.           =        17.06 in             34.06 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        398.4 plf           1131.8 plf   
Mom. of Inertia (Iyy) =       5157.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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     2.50     1.97     3.85     8.20    12.55    16.90    21.25
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    384.7    395.5    393.2    395.5    395.5    395.5    395.5    395.5
  Yb      ,  in    17.02    16.82    16.86    16.82    16.82    16.82    16.82    16.82
  MI(Ixx) , in4    62114    62665    62550    62665    62665    62665    62665    62665
Composite: (At Final, using Ec =  4286.6 ksi )
  Area    , in2   1085.2   1095.4   1093.2   1095.4   1095.4   1095.4   1095.4   1095.4
  Yb      ,  in    34.01    33.79    33.83    33.79    33.79    33.79    33.79    33.79
  MI(Ixx) , in4   237625   243557   242305   243557   243557   243557   243557   243557

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.63 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 9.80 in):
     5 @  2.000 in     3 @  6.000 in     1 @ 34.000 in     1 @ 36.000 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     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.048 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.059 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.139 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)       
-------------------------------------------------------------------------------------
       435.000         740 321.900      4.280 17332.068   349.258     128.840        
 
 
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#4[M13]       60.00        0.40       9.00       0.1457      2.3960    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3960      0.6460     No
      2      US#5[M16]       60.00        0.62       7.50       0.6460      1.2710     No
      2      US#5[M16]       60.00        0.62       9.00       1.2710      2.0210     No
      2      US#5[M16]       60.00        0.62       9.88       2.0210      2.8501     No
      2      US#4[M13]       60.00        0.40      10.75       2.3960      3.2920    Yes
      2      US#5[M16]       60.00        0.62      10.87       2.8501      3.7598     No
      2      US#4[M13]       60.00        0.40      11.00       3.2920      4.2100    Yes
      2      US#5[M16]       60.00        0.62      11.76       3.7598      4.7402     No
      2      US#4[M13]       60.00        0.40      12.50       4.2080      6.2920    Yes
      2      US#5[M16]       60.00        0.62      12.48       4.7402      5.7900     No
      2      US#5[M16]       60.00        0.62      13.80       5.7900      6.9501     No
      2      US#5[M16]       60.00        0.62      15.00       6.9501     11.9501     No
      2      US#4[M13]       60.00        0.40      15.00       6.2920     12.5420    Yes
      2      US#4[M13]       60.00        0.40      17.00      12.5420     21.0420    Yes
      2      US#4[M13]       60.00        0.40       8.52      21.0420     22.4580    Yes
      2      US#4[M13]       60.00        0.40      17.00      22.4580     30.9580    Yes
      2      US#4[M13]       60.00        0.40      15.00      30.9580     37.2080    Yes
      2      US#5[M16]       60.00        0.62      15.00      31.5499     36.5499     No
      2      US#5[M16]       60.00        0.62      13.80      36.5499     37.7100     No
      2      US#5[M16]       60.00        0.62      12.48      37.7100     38.7598     No
      2      US#4[M13]       60.00        0.40      12.50      37.2080     39.2920    Yes
      2      US#5[M16]       60.00        0.62      11.76      38.7598     39.7402     No
      2      US#4[M13]       60.00        0.40      11.00      39.2900     40.2080    Yes
      2      US#5[M16]       60.00        0.62      10.87      39.7402     40.6499     No
      2      US#4[M13]       60.00        0.40      10.75      40.2080     41.1040    Yes
      2      US#5[M16]       60.00        0.62       9.88      40.6499     41.4790     No
      2      US#5[M16]       60.00        0.62       9.00      41.4790     42.2290     No
      2      US#5[M16]       60.00        0.62       7.50      42.2290     42.8540     No
      2      US#5[M16]       60.00        0.62       3.00      42.8540     43.1040     No
      2      US#4[M13]       60.00        0.40       9.00      41.1040     43.3543    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      2 US#6[M19]           2.00 0.880 0.1458 43.1670       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  9.80 in
         P_init    =      425.4 kips  Ecc =  7.26 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.60 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.227 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.66 ksi    0.00 ksi
    due to Composite Loads                                 -0.76 ksi    0.00 ksi
    due to Live Loads                                      -3.51 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.11 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.60 ksi  ( 4.39 %)            17.48 ksi ( 8.92 %)
Total Prestress Losses                                    26.08 ksi (13.31 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.9 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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
Self wt.  : M       0.0    19.9    15.9    29.6    56.0    74.9    86.2    90.0
(Max)       V       8.5     7.5     7.7     6.9     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0     3.9     3.1     5.7    10.8    14.5    16.7    17.4
DC(Max)     V       1.6     1.4     1.5     1.3     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    36.7    29.3    54.6   103.1   137.8   158.6   165.6
Haunch (Max)V      15.6    13.8    14.1    12.8     9.6     6.4     3.2     0.0
Diaphragm : M       0.0     0.4     0.3     0.6     1.2     1.8     2.4     3.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.8    11.8    22.0    41.6    55.6    64.0    66.8
DC(Max)     V       6.3     5.6     5.7     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0     6.6     5.3     9.8    18.6    24.8    28.6    29.8
DW(Max)     V       2.8     2.5     2.5     2.3     1.7     1.1     0.6     0.0
LL + I    : M+      0.0   143.2   114.7   211.3   386.4   493.9   555.0   559.0
            V      91.6    83.5    85.2    79.1    66.3    53.5    40.5    27.7
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    91.6    83.5    85.2    79.1    66.7    54.6    43.5    34.8
            M       0.0   144.5   116.0   211.3   373.2   468.0   502.0   504.4
Total     : M+      0.0   225.5   180.3   333.7   617.8   803.4   911.5   931.6
            V     126.6   114.4   117.0   107.8    87.8    67.9    47.8    27.9
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   126.6   114.4   117.0   107.8    88.2    69.0    50.8    34.9
            M       0.0   226.7   181.6   333.7   604.6   777.4   858.5   876.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    25.60   29.95   34.30   38.65   40.53   40.00   42.50
Self wt.  : M      86.2    74.9    56.0    29.6    15.9    19.9     0.0
(Max)       V       1.7     3.5     5.2     6.9     7.7     7.5     8.5
DL-Prec.  : M      16.7    14.5    10.8     5.7     3.1     3.9     0.0
DC(Max)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
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     158.6   137.8   103.1    54.6    29.3    36.7     0.0
Haunch (Max)V       3.2     6.4     9.6    12.8    14.1    13.8    15.6
Diaphragm : M       2.4     1.8     1.2     0.5     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      64.0    55.6    41.6    22.0    11.8    14.8     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.7     5.6     6.3
DL-Comp   : M      28.6    24.8    18.6     9.8     5.3     6.6     0.0
DW(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.8
LL + I    : M+    555.0   493.9   386.4   211.3   114.7   143.2     0.0
            V      40.5    53.5    66.3    79.1    85.2    83.5    91.6
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    43.5    54.6    66.7    79.1    85.2    83.5    91.6
            M     502.0   468.0   373.2   211.3   116.0   144.5    -0.0
Total     : M+    911.5   803.3   617.8   333.7   180.3   225.4     0.0
            V      47.8    67.9    87.8   107.8   117.0   114.4   126.6
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    50.8    69.0    88.2   107.8   117.0   114.4   126.6
            M     858.4   777.4   604.6   333.7   181.6   226.7    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                8.5              8.5
Deck+Haunch            15.6             15.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.6              1.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           31.5             31.5
DL-Comp.(DW)           14.0             14.0
Live                   69.8             69.8
        Truck          56.2             56.2
        Lane           13.6             13.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.85    8.20   12.55   16.90   21.25
Self wt.  : M       0.0    19.9    15.9    29.6    56.0    74.9    86.2    90.0
(Max)       V       8.5     7.5     7.7     6.9     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0     3.9     3.1     5.7    10.8    14.5    16.7    17.4
DC(Max)     V       1.6     1.4     1.5     1.3     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    36.7    29.3    54.6   103.1   137.8   158.6   165.6
Haunch (Max)V      15.6    13.8    14.1    12.8     9.6     6.4     3.2     0.0
Diaphragm : M       0.0     0.4     0.3     0.6     1.2     1.8     2.4     3.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.8    11.8    22.0    41.6    55.6    64.0    66.8
DC(Max)     V       6.3     5.6     5.7     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0     6.6     5.3     9.8    18.6    24.8    28.6    29.8
DW(Max)     V       2.8     2.5     2.5     2.3     1.7     1.1     0.6     0.0
LL + I    : M+      0.0   114.6    91.7   169.1   309.1   395.2   444.0   447.2
            V      73.3    66.8    68.2    63.3    53.1    42.8    32.4    22.2
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    73.3    66.8    68.2    63.3    53.4    43.7    34.8    27.8
            M       0.0   115.6    92.8   169.1   298.6   374.4   401.6   403.5
Total     : M+      0.0   196.8   157.3   291.4   540.5   704.6   800.5   819.8
            V     108.2    97.7    99.9    91.9    74.6    57.2    39.7    22.3
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   108.2    97.7    99.9    91.9    74.9    58.1    42.1    28.0
            M       0.0   197.8   158.4   291.4   530.0   683.8   758.1   776.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    25.60   29.95   34.30   38.65   40.53   40.00   42.50
Self wt.  : M      86.2    74.9    56.0    29.6    15.9    19.9     0.0
(Max)       V       1.7     3.5     5.2     6.9     7.7     7.5     8.5
DL-Prec.  : M      16.7    14.5    10.8     5.7     3.1     3.9     0.0
DC(Max)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
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     158.6   137.8   103.1    54.6    29.3    36.7     0.0
Haunch (Max)V       3.2     6.4     9.6    12.8    14.1    13.8    15.6
Diaphragm : M       2.4     1.8     1.2     0.5     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      64.0    55.6    41.6    22.0    11.8    14.8     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.7     5.6     6.3
DL-Comp   : M      28.6    24.8    18.6     9.8     5.3     6.6     0.0
DW(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.8
LL + I    : M+    444.0   395.2   309.1   169.1    91.7   114.6     0.0
            V      32.4    42.8    53.1    63.3    68.2    66.8    73.3
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    34.8    43.7    53.4    63.3    68.2    66.8    73.3
            M     401.6   374.4   298.6   169.1    92.8   115.6    -0.0
Total     : M+    800.5   704.6   540.5   291.4   157.3   196.8     0.0
            V      39.7    57.2    74.6    91.9    99.9    97.7   108.2
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    42.1    58.1    74.9    91.9    99.9    97.7   108.2
            M     758.0   683.8   529.9   291.4   158.4   197.8    -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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
Self wt.  : M       0.0    24.9    19.9    37.1    70.0    93.6   107.7   112.4
(Max)       V      10.6     9.3     9.6     8.7     6.5     4.3     2.2     0.0
Self wt.  : M       0.0    17.9    14.3    26.7    50.4    67.4    77.6    81.0
(Min)       V       7.6     6.7     6.9     6.2     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0     4.8     3.8     7.2    13.6    18.1    20.9    21.8
DC(Max)     V       2.0     1.8     1.9     1.7     1.3     0.8     0.4     0.0
DL-Prec.  : M       0.0     3.5     2.8     5.2     9.8    13.0    15.0    15.7
DC(Min)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    45.8    36.6    68.2   128.9   172.3   198.3   207.0
Haunch (Max)V      19.5    17.2    17.7    15.9    12.0     8.0     4.0     0.0
Deck +    : M       0.0    33.0    26.3    49.1    92.8   124.0   142.8   149.0
Haunch (Min)V      14.0    12.4    12.7    11.5     8.6     5.7     2.9     0.0
Diaphragm : M       0.0     0.5     0.4     0.7     1.5     2.3     3.0     3.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.5     1.1     1.6     2.2     2.7
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    18.5    14.8    27.5    52.0    69.5    80.0    83.5
DC(Max)     V       7.9     6.9     7.1     6.4     4.8     3.2     1.6     0.0
DL-Comp   : M       0.0    13.3    10.6    19.8    37.5    50.1    57.6    60.1
DC(Min)     V       5.7     5.0     5.1     4.6     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     9.9     7.9    14.7    27.8    37.2    42.8    44.7
DW(Max)     V       4.2     3.7     3.8     3.4     2.6     1.7     0.9     0.0
DL-Comp   : M       0.0     4.3     3.4     6.4    12.1    16.1    18.6    19.4
DW(Min)     V       1.8     1.6     1.7     1.5     1.1     0.7     0.4     0.0
LL + I    : M+      0.0   250.7   200.7   369.8   676.2   864.4   971.3   978.3
            V     160.4   146.2   149.2   138.5   116.1    93.6    71.0    48.5
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   160.4   146.2   149.2   138.5   116.7    95.6    76.2    60.9
            M       0.0   252.9   203.1   369.8   653.1   819.0   878.4   882.6
Total     : M+      0.0   355.1   284.0   525.2   970.1  1257.4  1424.1  1451.5
            V     204.7   185.3   189.5   174.9   143.4   111.9    80.2    48.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   204.7   185.3   189.5   174.9   144.0   113.9    85.4    61.0
            M       0.0   357.3   286.4   525.2   947.0  1212.0  1331.2  1355.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    25.60   29.95   34.30   38.65   40.53   40.00   42.50
Self wt.  : M     107.7    93.6    70.0    37.1    19.9    24.9     0.0
(Max)       V       2.2     4.3     6.5     8.7     9.6     9.3    10.6
Self wt.  : M      77.6    67.4    50.4    26.7    14.3    17.9     0.0
(Min)       V       1.6     3.1     4.7     6.2     6.9     6.7     7.6
DL-Prec.  : M      20.9    18.1    13.6     7.2     3.8     4.8     0.0
DC(Max)     V       0.4     0.8     1.3     1.7     1.9     1.8     2.0
DL-Prec.  : M      15.0    13.0     9.8     5.2     2.8     3.5     0.0
DC(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
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     198.3   172.3   128.9    68.2    36.6    45.8     0.0
Haunch (Max)V       4.0     8.0    12.0    15.9    17.7    17.2    19.5
Deck +    : M     142.8   124.0    92.8    49.1    26.3    33.0     0.0
Haunch (Min)V       2.9     5.7     8.6    11.5    12.7    12.4    14.0
Diaphragm : M       3.0     2.2     1.4     0.7     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.1     1.6     1.0     0.5     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      80.0    69.5    52.0    27.5    14.8    18.5     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.1     6.9     7.9
DL-Comp   : M      57.6    50.1    37.5    19.8    10.6    13.3     0.0
DC(Min)     V       1.2     2.3     3.5     4.6     5.1     5.0     5.7
DL-Comp   : M      42.8    37.2    27.8    14.7     7.9     9.9     0.0
DW(Max)     V       0.9     1.7     2.6     3.4     3.8     3.7     4.2
DL-Comp   : M      18.6    16.1    12.1     6.4     3.4     4.3     0.0
DW(Min)     V       0.4     0.7     1.1     1.5     1.7     1.6     1.8
LL + I    : M+    971.3   864.4   676.2   369.8   200.7   250.7     0.0
            V      71.0    93.6   116.1   138.5   149.2   146.2   160.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    76.2    95.6   116.7   138.5   149.2   146.2   160.4
            M     878.4   819.0   653.1   369.8   203.1   252.9    -0.0
Total     : M+   1424.0  1257.3   970.1   525.2   284.0   355.1     0.0
            V      80.2   111.9   143.4   174.9   189.4   185.3   204.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    85.4   113.9   144.0   174.9   189.4   185.3   204.7
            M    1331.1  1211.9   947.0   525.2   286.4   357.3    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               10.6             10.6
Deck+Haunch            19.5             19.5
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.0              2.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           39.3             39.3
DL-Comp.(DW)           21.0             21.0
Live                  122.1            122.1
        Truck          98.3             98.3
        Lane           23.8             23.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.85    8.20   12.55   16.90   21.25
Self wt.  : M       0.0    19.9    15.9    29.6    56.0    74.9    86.2    90.0
(Max)       V       8.5     7.5     7.7     6.9     5.2     3.5     1.7     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     3.9     3.1     5.7    10.8    14.5    16.7    17.4
DC(Max)     V       1.6     1.4     1.5     1.3     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    36.7    29.3    54.6   103.1   137.8   158.6   165.6
Haunch (Max)V      15.6    13.8    14.1    12.8     9.6     6.4     3.2     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     0.4     0.3     0.6     1.2     1.8     2.4     3.0
(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    14.8    11.8    22.0    41.6    55.6    64.0    66.8
DC(Max)     V       6.3     5.6     5.7     5.2     3.9     2.6     1.3     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     6.6     5.3     9.8    18.6    24.8    28.6    29.8
DW(Max)     V       2.8     2.5     2.5     2.3     1.7     1.1     0.6     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   100.6    80.8   147.2   260.1   343.9   390.1   398.6
            V      72.4    65.5    67.0    61.9    51.3    44.3    37.3    30.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    72.4    65.5    67.0    61.9    51.3    44.3    37.3    30.3
            M       0.0   100.6    80.8   147.2   260.1   343.9   390.1   398.6
Total     : M+      0.0   182.8   146.4   269.5   491.5   653.3   746.6   771.2
            V     107.3    96.4    98.7    90.5    72.8    58.7    44.6    30.5
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   107.3    96.4    98.7    90.5    72.8    58.7    44.6    30.5
            M       0.0   182.8   146.4   269.5   491.5   653.3   746.6   771.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    25.60   29.95   34.30   38.65   40.53   40.00   42.50
Self wt.  : M      86.2    74.9    56.0    29.6    15.9    19.9     0.0
(Max)       V       1.7     3.5     5.2     6.9     7.7     7.5     8.5
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      16.7    14.5    10.8     5.7     3.1     3.9     0.0
DC(Max)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
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     158.6   137.8   103.1    54.6    29.3    36.7     0.0
Haunch (Max)V       3.2     6.4     9.6    12.8    14.1    13.8    15.6
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       2.4     1.8     1.2     0.5     0.3     0.4     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      64.0    55.6    41.6    22.0    11.8    14.8     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.7     5.6     6.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      28.6    24.8    18.6     9.8     5.3     6.6     0.0
DW(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.8
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+    390.1   343.9   260.1   147.2    80.8   100.6     0.0
            V      37.3    44.3    51.3    61.9    67.0    65.5    72.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    37.3    44.3    51.3    61.9    67.0    65.5    72.4
            M     390.1   343.9   260.1   147.2    80.8   100.6     0.0
Total     : M+    746.5   653.3   491.5   269.5   146.4   182.8     0.0
            V      44.6    58.7    72.8    90.5    98.7    96.4   107.3
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    44.6    58.7    72.8    90.5    98.7    96.4   107.3
            M     746.5   653.3   491.5   269.5   146.4   182.8     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    4.35    8.70   13.05   17.40   21.75
 
Beam-Self
Precast-top    0.103   0.144   0.256   0.336   0.384   0.400 
Bottom        -0.078  -0.109  -0.194  -0.255  -0.291  -0.304 
 
Prestress
Precast-top    0.018   0.018   0.018   0.018   0.018   0.018 
Bottom         1.877   1.877   1.877   1.877   1.877   1.877 
 
Total
Precast-top    0.121   0.163   0.275   0.355   0.403   0.419 
Bottom         1.799   1.768   1.683   1.622   1.586   1.573 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.95 %)
             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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
 
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   0.014   0.011   0.021   0.040   0.053   0.061   0.064 
Precast-top    0.003   0.280   0.224   0.409   0.759   1.010   1.161   1.213 
Bottom         0.286   1.421   1.185   1.308   1.001   0.781   0.648   0.603 
 

 
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    4.35    8.70   13.05   17.40   21.75
 
Beam-Self
Precast-top    0.103   0.144   0.256   0.336   0.384   0.400 
Bottom        -0.078  -0.109  -0.194  -0.255  -0.291  -0.304 
 
Prestress
Precast-top    0.018   0.018   0.018   0.018   0.018   0.018 
Bottom         1.877   1.877   1.877   1.877   1.877   1.877 
 
Total
Precast-top    0.121   0.163   0.275   0.355   0.403   0.419 
Bottom         1.799   1.768   1.683   1.622   1.586   1.573 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.880   0.880   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.95 %)
             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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
 
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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
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   0.073   0.059   0.108   0.192   0.254   0.288   0.295 
Precast-top    0.001   0.166   0.133   0.242   0.446   0.593   0.681   0.709 
Bottom         0.143   0.543   0.457   0.409   0.068  -0.182  -0.325  -0.362 
 

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 :   0.50
    204.7    6.0   43.7    0.188   0.0   6.00e-3 50.0    211.3     1.154    3.013      0.75
      0.0    0.2   43.6     31.5 0.174      16.2 0.87    12.00     0.085    1.439 
Transfer:   3.00
    185.3    6.0   43.7    1.128   0.0   4.89e-3 46.1    187.1     0.902    1.131      0.00
    357.3    1.2   43.1    189.0 0.159      18.8 1.03    12.00     0.085    1.230 
Critical:   4.09
    176.8    6.0   43.7    1.203   0.0   3.68e-3 41.9    173.1     0.721    1.069      0.00
    493.9    1.3   43.1    189.0 0.152      23.3 1.28    12.00     0.085    1.426 
0.1L    :   4.35
    174.9    6.0   43.7    1.219   0.0   3.43e-3 41.0    169.8     0.685    1.017      0.00
    525.2    1.3   43.1    189.0 0.150      24.5 1.34    12.00     0.085    1.422 
0.2L    :   8.70
    144.0    6.0   43.7    1.511   0.0   2.86e-3 39.0    132.2     0.499    0.816      0.00
    947.0    1.6   42.9    189.0 0.124      27.8 1.53    24.00     0.085    1.525 
0.3L    :  13.05
    113.9    6.0   43.7    1.736   0.0   2.54e-3 37.9     96.5     0.351    0.282      0.00
   1212.0    1.9   42.8    189.0 0.099      30.0 1.65    24.00     0.085    0.851*
0.4L    :  17.40
     85.4    6.0   43.7    1.736   0.0   2.64e-3 38.2     65.6     0.241    0.282      0.00
   1331.2    1.9   42.8    189.0 0.074      29.3 1.61    24.00     0.085    1.117 
0.5L    :  21.75
     61.0    6.0   43.7    1.736   0.0   2.28e-3 37.0     35.7     0.126    0.563      0.00
   1355.8    1.9   42.8    189.0 0.053      32.1 1.77    24.00     0.085    2.834 
0.6L    :  26.10
     85.4    6.0   43.7    1.736   0.0   2.64e-3 38.2     65.6     0.241    0.282      0.00
   1331.1    1.9   42.8    189.0 0.074      29.3 1.61    24.00     0.085    1.117 
0.7L    :  30.45
    113.9    6.0   43.7    1.736   0.0   2.54e-3 37.9     96.5     0.351    0.282      0.00
   1211.9    1.9   42.8    189.0 0.099      30.0 1.65    24.00     0.085    0.851*
0.8L    :  34.80
    144.0    6.0   43.7    1.511   0.0   2.86e-3 39.0    132.2     0.499    0.816      0.00
    947.0    1.6   42.9    189.0 0.124      27.8 1.53    24.00     0.085    1.525 
0.9L    :  39.15
    174.9    6.0   43.7    1.219   0.0   3.43e-3 41.0    169.8     0.685    1.017      0.00
    525.2    1.3   43.1    189.0 0.150      24.5 1.34    12.00     0.085    1.422 
Critical:  39.41
    176.8    6.0   43.7    1.203   0.0   3.68e-3 41.9    173.1     0.721    1.069      0.00
    493.9    1.3   43.1    189.0 0.152      23.3 1.28    12.00     0.085    1.426 
Transfer:  40.50
    185.3    6.0   43.7    1.128   0.0   4.89e-3 46.1    187.1     0.902    1.131      0.00
    357.3    1.2   43.1    189.0 0.159      18.8 1.03    12.00     0.085    1.230 
Bearing :  43.00
    204.7    6.0   43.7    0.188   0.0   6.00e-3 50.0    211.3     1.154    3.013      0.75
      0.0    0.2   43.6     31.5 0.174      16.2 0.87    12.00     0.085    1.439 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.85
 
 
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 = 9.00(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
    204.7      5.21     43.75    0.21       43.65    24.00      0.090      1.512      0.538      0.533*
Transfer:      2.50
    185.3      4.77     43.75    1.23       43.13    24.00      0.090      1.366      0.451      0.447*
Critical:      3.59
    176.9      4.56     43.75    1.31       43.09    24.00      0.090      1.295      0.408      0.436 
0.1L    :      3.85
    174.9      4.51     43.75    1.33       43.09    24.00      0.090      1.278      0.398      0.384*
0.2L    :      8.20
    144.0      3.73     43.75    1.64       42.93    24.00      0.090      1.018      0.242      0.320 
0.3L    :     12.55
    113.9      2.96     43.75    1.88       42.81    24.00      0.090      0.760      0.087      0.282 
0.4L    :     16.90
     85.4      2.22     43.75    1.88       42.81    24.00      0.090      0.514      0.000      0.282 
0.5L    :     21.25
     61.0      1.58     43.75    1.88       42.81    24.00      0.090      0.303      0.000      0.563 
0.6L    :     25.60
     85.4      2.22     43.75    1.88       42.81    24.00      0.090      0.514      0.000      0.282 
0.7L    :     29.95
    113.9      2.96     43.75    1.88       42.81    24.00      0.090      0.760      0.087      0.282 
0.8L    :     34.30
    144.0      3.73     43.75    1.64       42.93    24.00      0.090      1.018      0.242      0.320 
0.9L    :     38.65
    174.9      4.51     43.75    1.33       43.09    24.00      0.090      1.278      0.398      0.384*
Critical:     38.91
    176.9      4.56     43.75    1.31       43.09    24.00      0.090      1.295      0.408      0.436 
Transfer:     40.00
    185.3      4.77     43.75    1.23       43.13    24.00      0.090      1.366      0.451      0.447*
Bearing :     42.50
    204.7      5.21     43.75    0.21       43.65    24.00      0.090      1.512      0.538      0.533*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.85 ft
Prestress      :       0.141  1.80      0.254  2.20      0.311
Self Wt.       :      -0.040  1.85     -0.073  2.40     -0.095
Deck + Haunch  :                       -0.057  2.30     -0.132
DL-Prec. (DC)  :                       -0.006  3.00     -0.018
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.018
DL-Comp. (DW)  :                       -0.003  3.00     -0.008
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 8.20 ft
Prestress      :       0.253  1.80      0.455  2.20      0.556
Self Wt.       :      -0.075  1.85     -0.138  2.40     -0.180
Deck + Haunch  :                       -0.115  2.30     -0.265
DL-Prec. (DC)  :                       -0.012  3.00     -0.036
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.036
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 12.55 ft
Prestress      :       0.333  1.80      0.599  2.20      0.732
Self Wt.       :      -0.102  1.85     -0.189  2.40     -0.246
Deck + Haunch  :                       -0.161  2.30     -0.371
DL-Prec. (DC)  :                       -0.017  3.00     -0.051
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.017  3.00     -0.050
DL-Comp. (DW)  :                       -0.007  3.00     -0.022
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 16.90 ft
Prestress      :       0.381  1.80      0.685  2.20      0.837
Self Wt.       :      -0.120  1.85     -0.222  2.40     -0.288
Deck + Haunch  :                       -0.190  2.30     -0.438
DL-Prec. (DC)  :                       -0.020  3.00     -0.060
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.059
DL-Comp. (DW)  :                       -0.009  3.00     -0.026
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 21.25 ft
Prestress      :       0.397  1.80      0.714  2.20      0.873
Self Wt.       :      -0.126  1.85     -0.233  2.40     -0.302
Deck + Haunch  :                       -0.200  2.30     -0.461
DL-Prec. (DC)  :                       -0.021  3.00     -0.063
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.021  3.00     -0.062
DL-Comp. (DW)  :                       -0.009  3.00     -0.028
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 25.60 ft
Prestress      :       0.381  1.80      0.685  2.20      0.837
Self Wt.       :      -0.120  1.85     -0.222  2.40     -0.288
Deck + Haunch  :                       -0.190  2.30     -0.438
DL-Prec. (DC)  :                       -0.020  3.00     -0.060
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.059
DL-Comp. (DW)  :                       -0.009  3.00     -0.026
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 29.95 ft
Prestress      :       0.333  1.80      0.599  2.20      0.732
Self Wt.       :      -0.102  1.85     -0.189  2.40     -0.246
Deck + Haunch  :                       -0.161  2.30     -0.371
DL-Prec. (DC)  :                       -0.017  3.00     -0.051
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.017  3.00     -0.050
DL-Comp. (DW)  :                       -0.007  3.00     -0.022
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 34.30 ft
Prestress      :       0.253  1.80      0.455  2.20      0.556
Self Wt.       :      -0.075  1.85     -0.138  2.40     -0.180
Deck + Haunch  :                       -0.115  2.30     -0.265
DL-Prec. (DC)  :                       -0.012  3.00     -0.036
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.036
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 38.65 ft
Prestress      :       0.141  1.80      0.254  2.20      0.311
Self Wt.       :      -0.040  1.85     -0.073  2.40     -0.095
Deck + Haunch  :                       -0.057  2.30     -0.132
DL-Prec. (DC)  :                       -0.006  3.00     -0.018
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.018
DL-Comp. (DW)  :                       -0.003  3.00     -0.008
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:   2.50
   355.1    37.4  1.411  267.1    1.4   1.23   1156.4  0.091T 1.00       -       -     -     -  
H/2     :   1.97
   284.0    37.4  1.161  267.6    1.2   1.02    956.2  0.111T 1.00       -       -     -     -  
0.1L    :   3.85
   525.2    37.4  1.524  266.8    1.6   1.33   1246.5  0.084T 1.00       -       -     -     -  
0.2L    :   8.20
   970.1    37.4  1.889  266.1    1.9   1.64   1534.3  0.067T 1.00       -       -     -     -  
0.3L    :  12.55
  1257.4    37.4  2.170  265.5    2.2   1.88   1753.0  0.058T 1.00    301.7   301.7    5.81    -  
0.4L    :  16.90
  1424.1    37.4  2.170  265.5    2.2   1.88   1753.0  0.058T 1.00    269.0   269.0    6.52    -  
0.5L    :  21.25
  1451.5    37.4  2.170  265.5    2.2   1.88   1753.0  0.058T 1.00    257.8   257.8    6.80    -  
0.6L    :  25.60
  1424.0    37.4  2.170  265.5    2.2   1.88   1753.0  0.058T 1.00    269.1   269.1    6.51    -  
0.7L    :  29.95
  1257.3    37.4  2.170  265.5    2.2   1.88   1753.0  0.058T 1.00    301.7   301.7    5.81    -  
0.8L    :  34.30
   970.1    37.4  1.889  266.1    1.9   1.64   1534.3  0.067T 1.00       -       -     -     -  
0.9L    :  38.65
   525.2    37.4  1.524  266.8    1.6   1.33   1246.5  0.084T 1.00       -       -     -     -  
H/2     :  40.53
   284.0    37.4  1.161  267.6    1.2   1.02    956.2  0.111T 1.00       -       -     -     -  
Transfer:  40.00
   355.1    37.4  1.411  267.1    1.4   1.23   1156.4  0.091T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.128
        M   2.00 Fb     0.475
 
  2   1 E  36.00 Ft     0.268
        M  36.00 Fb     0.364
 
  3   1 E  34.00 Ft     0.634
        M  34.00 Fb     0.275
 
  4   2 E   6.00 Ft     0.523
        M   6.00 Fb     0.738
 
  5   1 E   6.00 Ft     0.468
        M   6.00 Fb     0.969
 
  6   2 E   2.00 Ft     0.237
        M   2.00 Fb     1.522
 
  7   1 E   2.00 Ft     0.121
        M   2.00 Fb     1.799
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 43.50            Release Length, ft: 43.50
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.39 %               Final losses: 13.31 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.799     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.121       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  1753.00     1451.49     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.064     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.213     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.421    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.709     Midspan
    Pre.Bot:                                                             2.000   0.543    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  21.25 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.397  1.80      0.714  2.20      0.873
Self Wt.       :      -0.126  1.85     -0.233  2.40     -0.302
Deck + Haunch  :                       -0.200  2.30     -0.461
DL-Prec. (DC)  :                       -0.021  3.00     -0.063
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.021  3.00     -0.062
DL-Comp. (DW)  :                       -0.009  3.00     -0.028
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-Std-B                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  3.08 ft
     thick: Top =  5.000 in    Bot =  7.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Exterior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 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     =  13.000 in
Effective width  =  82.004 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       0.064      0.00       0.064   42.50
     DC  Line       0.007      0.00       0.007   42.50
     DC  Line       0.064      0.00       0.064   42.50
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    21.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 43.500 ft
Release length = 43.500 ft
Design  length = 42.500 ft
 
Kern points:
------------
Upper    =   26.56 in
Lower    =    9.67 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.661   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.781   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.841   (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                  =        382.5 in2           1021.5 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           230439 in4#
Ht. of c.g.           =        17.06 in             33.50 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        398.4 plf           1067.2 plf   
Mom. of Inertia (Iyy) =       5157.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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     2.50     1.97     3.85     8.20    12.55    16.90    21.25
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    384.7    395.5    393.2    395.5    395.5    395.5    395.5    395.5
  Yb      ,  in    17.02    16.82    16.86    16.82    16.82    16.82    16.82    16.82
  MI(Ixx) , in4    62114    62665    62550    62665    62665    62665    62665    62665
Composite: (At Final, using Ec =  4286.6 ksi )
  Area    , in2   1023.5   1033.7   1031.6   1033.7   1033.7   1033.7   1033.7   1033.7
  Yb      ,  in    33.45    33.21    33.26    33.21    33.21    33.21    33.21    33.21
  MI(Ixx) , in4   231584   237239   236047   237239   237239   237239   237239   237239

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.63 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 9.80 in):
     5 @  2.000 in     3 @  6.000 in     1 @ 34.000 in     1 @ 36.000 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     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.014 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.018 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.139 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)       
-------------------------------------------------------------------------------------
       435.000         740 321.900      4.280 17332.068   349.258     128.840        
 
 
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#4[M13]       60.00        0.40       9.00       0.1457      2.3960    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3960      0.6460     No
      2      US#5[M16]       60.00        0.62       7.50       0.6460      1.2710     No
      2      US#5[M16]       60.00        0.62       9.00       1.2710      2.0210     No
      2      US#5[M16]       60.00        0.62       9.88       2.0210      2.8501     No
      2      US#4[M13]       60.00        0.40      10.75       2.3960      3.2920    Yes
      2      US#5[M16]       60.00        0.62      10.87       2.8501      3.7598     No
      2      US#4[M13]       60.00        0.40      11.00       3.2920      4.2100    Yes
      2      US#5[M16]       60.00        0.62      11.76       3.7598      4.7402     No
      2      US#4[M13]       60.00        0.40      12.50       4.2080      6.2920    Yes
      2      US#5[M16]       60.00        0.62      12.48       4.7402      5.7900     No
      2      US#5[M16]       60.00        0.62      13.80       5.7900      6.9501     No
      2      US#5[M16]       60.00        0.62      15.00       6.9501     11.9501     No
      2      US#4[M13]       60.00        0.40      15.00       6.2920     12.5420    Yes
      2      US#4[M13]       60.00        0.40      17.00      12.5420     21.0420    Yes
      2      US#4[M13]       60.00        0.40       8.52      21.0420     22.4580    Yes
      2      US#4[M13]       60.00        0.40      17.00      22.4580     30.9580    Yes
      2      US#4[M13]       60.00        0.40      15.00      30.9580     37.2080    Yes
      2      US#5[M16]       60.00        0.62      15.00      31.5499     36.5499     No
      2      US#5[M16]       60.00        0.62      13.80      36.5499     37.7100     No
      2      US#5[M16]       60.00        0.62      12.48      37.7100     38.7598     No
      2      US#4[M13]       60.00        0.40      12.50      37.2080     39.2920    Yes
      2      US#5[M16]       60.00        0.62      11.76      38.7598     39.7402     No
      2      US#4[M13]       60.00        0.40      11.00      39.2900     40.2080    Yes
      2      US#5[M16]       60.00        0.62      10.87      39.7402     40.6499     No
      2      US#4[M13]       60.00        0.40      10.75      40.2080     41.1040    Yes
      2      US#5[M16]       60.00        0.62       9.88      40.6499     41.4790     No
      2      US#5[M16]       60.00        0.62       9.00      41.4790     42.2290     No
      2      US#5[M16]       60.00        0.62       7.50      42.2290     42.8540     No
      2      US#5[M16]       60.00        0.62       3.00      42.8540     43.1040     No
      2      US#4[M13]       60.00        0.40       9.00      41.1040     43.3543    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      2 US#6[M19]           2.00 0.880 0.1458 43.1670       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  9.80 in
         P_init    =      425.4 kips  Ecc =  7.26 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.60 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.227 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.63 ksi    0.00 ksi
    due to Composite Loads                                 -0.76 ksi    0.00 ksi
    due to Live Loads                                      -3.29 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                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.11 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.60 ksi  ( 4.39 %)            17.74 ksi ( 9.05 %)
Total Prestress Losses                                    26.34 ksi (13.44 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.7 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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
Self wt.  : M       0.0    19.9    15.9    29.6    56.0    74.9    86.2    90.0
(Max)       V       8.5     7.5     7.7     6.9     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0     6.7     5.4    10.0    18.9    25.3    29.1    30.3
DC(Max)     V       2.9     2.5     2.6     2.3     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    33.4    26.7    49.8    94.1   125.7   144.7   151.0
Haunch (Max)V      14.2    12.5    12.9    11.6     8.7     5.8     2.9     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.6     0.9     1.2     1.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.8    11.8    22.0    41.6    55.6    64.0    66.8
DC(Max)     V       6.3     5.6     5.7     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0     6.6     5.3     9.8    18.6    24.8    28.6    29.8
DW(Max)     V       2.8     2.5     2.5     2.3     1.7     1.1     0.6     0.0
LL + I    : M+      0.0   133.7   107.0   197.2   360.7   461.0   518.0   521.8
            V      74.3    67.7    69.1    64.2    53.8    43.4    32.9    22.5
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    74.3    67.7    69.1    64.2    54.1    44.3    35.3    28.2
            M       0.0   134.9   108.3   197.2   348.4   436.8   468.5   470.7
Total     : M+      0.0   215.4   172.2   318.8   590.4   768.2   871.8   891.2
            V     109.0    98.4   100.6    92.6    75.1    57.6    40.0    22.6
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   109.0    98.4   100.6    92.6    75.4    58.6    42.5    28.3
            M       0.0   216.5   173.5   318.8   578.1   744.0   822.2   840.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    25.60   29.95   34.30   38.65   40.53   40.00   42.50
Self wt.  : M      86.2    74.9    56.0    29.6    15.9    19.9     0.0
(Max)       V       1.7     3.5     5.2     6.9     7.7     7.5     8.5
DL-Prec.  : M      29.1    25.3    18.9    10.0     5.4     6.7     0.0
DC(Max)     V       0.6     1.2     1.8     2.3     2.6     2.5     2.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     144.7   125.7    94.1    49.8    26.7    33.4     0.0
Haunch (Max)V       2.9     5.8     8.7    11.6    12.9    12.5    14.2
Diaphragm : M       1.2     0.9     0.6     0.3     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      64.0    55.6    41.6    22.0    11.8    14.8     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.7     5.6     6.3
DL-Comp   : M      28.6    24.8    18.6     9.8     5.3     6.6     0.0
DW(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.8
LL + I    : M+    518.0   461.0   360.7   197.2   107.0   133.7     0.0
            V      32.9    43.4    53.8    64.2    69.1    67.7    74.3
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    35.3    44.3    54.1    64.2    69.1    67.7    74.3
            M     468.5   436.8   348.4   197.2   108.3   134.9    -0.0
Total     : M+    871.7   768.2   590.4   318.8   172.2   215.4     0.0
            V      40.0    57.6    75.1    92.6   100.6    98.4   109.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    42.4    58.6    75.4    92.6   100.6    98.4   109.0
            M     822.2   744.0   578.1   318.8   173.5   216.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                8.5              8.5
Deck+Haunch            14.2             14.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.9              2.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           31.5             31.5
DL-Comp.(DW)           14.0             14.0
Live                   69.8             69.8
        Truck          56.2             56.2
        Lane           13.6             13.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.85    8.20   12.55   16.90   21.25
Self wt.  : M       0.0    19.9    15.9    29.6    56.0    74.9    86.2    90.0
(Max)       V       8.5     7.5     7.7     6.9     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0     6.7     5.4    10.0    18.9    25.3    29.1    30.3
DC(Max)     V       2.9     2.5     2.6     2.3     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    33.4    26.7    49.8    94.1   125.7   144.7   151.0
Haunch (Max)V      14.2    12.5    12.9    11.6     8.7     5.8     2.9     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.6     0.9     1.2     1.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.8    11.8    22.0    41.6    55.6    64.0    66.8
DC(Max)     V       6.3     5.6     5.7     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0     6.6     5.3     9.8    18.6    24.8    28.6    29.8
DW(Max)     V       2.8     2.5     2.5     2.3     1.7     1.1     0.6     0.0
LL + I    : M+      0.0   107.0    85.6   157.8   288.5   368.8   414.4   417.4
            V      59.4    54.2    55.3    51.3    43.0    34.7    26.3    18.0
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    59.4    54.2    55.3    51.3    43.3    35.4    28.2    22.6
            M       0.0   107.9    86.7   157.8   278.7   349.4   374.8   376.6
Total     : M+      0.0   188.6   150.8   279.3   518.3   676.0   768.2   786.9
            V      94.1    84.8    86.8    79.8    64.4    49.0    33.5    18.1
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    94.1    84.8    86.8    79.8    64.6    49.7    35.4    22.6
            M       0.0   189.6   151.8   279.3   508.4   656.6   728.5   746.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    25.60   29.95   34.30   38.65   40.53   40.00   42.50
Self wt.  : M      86.2    74.9    56.0    29.6    15.9    19.9     0.0
(Max)       V       1.7     3.5     5.2     6.9     7.7     7.5     8.5
DL-Prec.  : M      29.1    25.3    18.9    10.0     5.4     6.7     0.0
DC(Max)     V       0.6     1.2     1.8     2.3     2.6     2.5     2.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     144.7   125.7    94.1    49.8    26.7    33.4     0.0
Haunch (Max)V       2.9     5.8     8.7    11.6    12.9    12.5    14.2
Diaphragm : M       1.2     0.9     0.6     0.3     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      64.0    55.6    41.6    22.0    11.8    14.8     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.7     5.6     6.3
DL-Comp   : M      28.6    24.8    18.6     9.8     5.3     6.6     0.0
DW(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.8
LL + I    : M+    414.4   368.8   288.5   157.8    85.6   107.0     0.0
            V      26.3    34.7    43.0    51.3    55.3    54.2    59.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    28.2    35.4    43.3    51.3    55.3    54.2    59.4
            M     374.8   349.4   278.7   157.8    86.7   107.9    -0.0
Total     : M+    768.1   676.0   518.3   279.3   150.8   188.6     0.0
            V      33.5    49.0    64.4    79.8    86.8    84.8    94.1
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    35.4    49.7    64.6    79.8    86.8    84.8    94.1
            M     728.5   656.6   508.4   279.3   151.8   189.6    -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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
Self wt.  : M       0.0    24.9    19.9    37.1    70.0    93.6   107.7   112.4
(Max)       V      10.6     9.3     9.6     8.7     6.5     4.3     2.2     0.0
Self wt.  : M       0.0    17.9    14.3    26.7    50.4    67.4    77.6    81.0
(Min)       V       7.6     6.7     6.9     6.2     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0     8.4     6.7    12.5    23.6    31.6    36.3    37.9
DC(Max)     V       3.6     3.1     3.2     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     6.0     4.8     9.0    17.0    22.7    26.2    27.3
DC(Min)     V       2.6     2.3     2.3     2.1     1.6     1.1     0.5     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    41.8    33.4    62.2   117.6   157.1   180.8   188.7
Haunch (Max)V      17.8    15.7    16.1    14.5    10.9     7.3     3.6     0.0
Deck +    : M       0.0    30.1    24.0    44.8    84.6   113.1   130.2   135.9
Haunch (Min)V      12.8    11.3    11.6    10.5     7.9     5.2     2.6     0.0
Diaphragm : M       0.0     0.2     0.2     0.3     0.7     1.1     1.5     1.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.1     0.3     0.5     0.8     1.1     1.4
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    18.5    14.8    27.5    52.0    69.5    80.0    83.5
DC(Max)     V       7.9     6.9     7.1     6.4     4.8     3.2     1.6     0.0
DL-Comp   : M       0.0    13.3    10.6    19.8    37.5    50.1    57.6    60.1
DC(Min)     V       5.7     5.0     5.1     4.6     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     9.9     7.9    14.7    27.8    37.2    42.8    44.7
DW(Max)     V       4.2     3.7     3.8     3.4     2.6     1.7     0.9     0.0
DL-Comp   : M       0.0     4.3     3.4     6.4    12.1    16.1    18.6    19.4
DW(Min)     V       1.8     1.6     1.7     1.5     1.1     0.7     0.4     0.0
LL + I    : M+      0.0   234.0   187.3   345.2   631.2   806.8   906.5   913.1
            V     130.0   118.5   121.0   112.3    94.1    75.9    57.5    39.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   130.0   118.5   121.0   112.3    94.6    77.5    61.8    49.4
            M       0.0   236.0   189.5   345.2   609.6   764.4   819.9   823.8
Total     : M+      0.0   337.7   270.1   499.5   923.0  1197.0  1355.9  1382.4
            V     174.1   157.4   161.0   148.4   121.2    94.0    66.6    39.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   174.1   157.4   161.0   148.4   121.7    95.6    70.9    49.4
            M       0.0   339.7   272.3   499.5   901.5  1154.6  1269.2  1293.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    25.60   29.95   34.30   38.65   40.53   40.00   42.50
Self wt.  : M     107.7    93.6    70.0    37.1    19.9    24.9     0.0
(Max)       V       2.2     4.3     6.5     8.7     9.6     9.3    10.6
Self wt.  : M      77.6    67.4    50.4    26.7    14.3    17.9     0.0
(Min)       V       1.6     3.1     4.7     6.2     6.9     6.7     7.6
DL-Prec.  : M      36.3    31.6    23.6    12.5     6.7     8.4     0.0
DC(Max)     V       0.7     1.5     2.2     2.9     3.2     3.1     3.6
DL-Prec.  : M      26.2    22.7    17.0     9.0     4.8     6.0     0.0
DC(Min)     V       0.5     1.1     1.6     2.1     2.3     2.3     2.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     180.8   157.1   117.6    62.2    33.4    41.8     0.0
Haunch (Max)V       3.6     7.3    10.9    14.5    16.1    15.7    17.8
Deck +    : M     130.2   113.1    84.6    44.8    24.0    30.1     0.0
Haunch (Min)V       2.6     5.2     7.9    10.5    11.6    11.3    12.8
Diaphragm : M       1.5     1.1     0.7     0.3     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       1.1     0.8     0.5     0.2     0.1     0.2     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      80.0    69.5    52.0    27.5    14.8    18.5     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.1     6.9     7.9
DL-Comp   : M      57.6    50.1    37.5    19.8    10.6    13.3     0.0
DC(Min)     V       1.2     2.3     3.5     4.6     5.1     5.0     5.7
DL-Comp   : M      42.8    37.2    27.8    14.7     7.9     9.9     0.0
DW(Max)     V       0.9     1.7     2.6     3.4     3.8     3.7     4.2
DL-Comp   : M      18.6    16.1    12.1     6.4     3.4     4.3     0.0
DW(Min)     V       0.4     0.7     1.1     1.5     1.7     1.6     1.8
LL + I    : M+    906.5   806.8   631.2   345.2   187.3   234.0     0.0
            V      57.5    75.9    94.1   112.3   121.0   118.5   130.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.8    77.5    94.6   112.3   121.0   118.5   130.0
            M     819.9   764.4   609.6   345.2   189.5   236.0    -0.0
Total     : M+   1355.8  1196.9   923.0   499.5   270.1   337.7     0.0
            V      66.6    94.0   121.2   148.4   161.0   157.4   174.1
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    70.9    95.6   121.7   148.4   161.0   157.4   174.1
            M    1269.2  1154.6   901.4   499.5   272.3   339.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               10.6             10.6
Deck+Haunch            17.8             17.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.6              3.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           39.3             39.3
DL-Comp.(DW)           21.0             21.0
Live                  122.1            122.1
        Truck          98.3             98.3
        Lane           23.8             23.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.85    8.20   12.55   16.90   21.25
Self wt.  : M       0.0    19.9    15.9    29.6    56.0    74.9    86.2    90.0
(Max)       V       8.5     7.5     7.7     6.9     5.2     3.5     1.7     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     6.7     5.4    10.0    18.9    25.3    29.1    30.3
DC(Max)     V       2.9     2.5     2.6     2.3     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    33.4    26.7    49.8    94.1   125.7   144.7   151.0
Haunch (Max)V      14.2    12.5    12.9    11.6     8.7     5.8     2.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.6     0.9     1.2     1.5
(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    14.8    11.8    22.0    41.6    55.6    64.0    66.8
DC(Max)     V       6.3     5.6     5.7     5.2     3.9     2.6     1.3     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     6.6     5.3     9.8    18.6    24.8    28.6    29.8
DW(Max)     V       2.8     2.5     2.5     2.3     1.7     1.1     0.6     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   120.0    96.4   175.5   310.2   410.1   465.1   475.4
            V      70.1    63.5    64.9    59.9    49.7    42.9    36.2    29.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    70.1    63.5    64.9    59.9    49.7    42.9    36.2    29.4
            M       0.0   120.0    96.4   175.5   310.2   410.1   465.1   475.4
Total     : M+      0.0   201.7   161.5   297.0   540.0   717.2   818.9   844.8
            V     104.8    94.1    96.4    88.3    71.1    57.2    43.3    29.5
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   104.8    94.1    96.4    88.3    71.1    57.2    43.3    29.5
            M       0.0   201.7   161.5   297.0   540.0   717.2   818.9   844.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    25.60   29.95   34.30   38.65   40.53   40.00   42.50
Self wt.  : M      86.2    74.9    56.0    29.6    15.9    19.9     0.0
(Max)       V       1.7     3.5     5.2     6.9     7.7     7.5     8.5
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      29.1    25.3    18.9    10.0     5.4     6.7     0.0
DC(Max)     V       0.6     1.2     1.8     2.3     2.6     2.5     2.9
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     144.7   125.7    94.1    49.8    26.7    33.4     0.0
Haunch (Max)V       2.9     5.8     8.7    11.6    12.9    12.5    14.2
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       1.2     0.9     0.6     0.3     0.1     0.2     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      64.0    55.6    41.6    22.0    11.8    14.8     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.7     5.6     6.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      28.6    24.8    18.6     9.8     5.3     6.6     0.0
DW(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.8
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+    465.1   410.1   310.2   175.5    96.4   120.0     0.0
            V      36.2    42.9    49.7    59.9    64.9    63.5    70.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    36.2    42.9    49.7    59.9    64.9    63.5    70.1
            M     465.1   410.1   310.2   175.5    96.4   120.0     0.0
Total     : M+    818.8   717.2   539.9   297.0   161.5   201.6     0.0
            V      43.3    57.2    71.1    88.3    96.4    94.1   104.8
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    43.3    57.2    71.1    88.3    96.4    94.1   104.8
            M     818.8   717.2   539.9   297.0   161.5   201.6     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    4.35    8.70   13.05   17.40   21.75
 
Beam-Self
Precast-top    0.103   0.144   0.256   0.336   0.384   0.400 
Bottom        -0.078  -0.109  -0.194  -0.255  -0.291  -0.304 
 
Prestress
Precast-top    0.018   0.018   0.018   0.018   0.018   0.018 
Bottom         1.877   1.877   1.877   1.877   1.877   1.877 
 
Total
Precast-top    0.121   0.163   0.275   0.355   0.403   0.419 
Bottom         1.799   1.768   1.683   1.622   1.586   1.573 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.95 %)
             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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
 
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   0.015   0.012   0.023   0.043   0.057   0.065   0.068 
Precast-top    0.003   0.278   0.223   0.406   0.754   1.003   1.152   1.203 
Bottom         0.286   1.423   1.186   1.310   1.005   0.787   0.656   0.612 
 

 
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    4.35    8.70   13.05   17.40   21.75
 
Beam-Self
Precast-top    0.103   0.144   0.256   0.336   0.384   0.400 
Bottom        -0.078  -0.109  -0.194  -0.255  -0.291  -0.304 
 
Prestress
Precast-top    0.018   0.018   0.018   0.018   0.018   0.018 
Bottom         1.877   1.877   1.877   1.877   1.877   1.877 
 
Total
Precast-top    0.121   0.163   0.275   0.355   0.403   0.419 
Bottom         1.799   1.768   1.683   1.622   1.586   1.573 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.880   0.880   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.95 %)
             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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
 
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    2.50    1.97    3.85    8.20   12.55   16.90   21.25
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   0.092   0.074   0.135   0.240   0.318   0.361   0.370 
Precast-top    0.001   0.174   0.139   0.255   0.468   0.621   0.712   0.741 
Bottom         0.143   0.510   0.430   0.360  -0.018  -0.295  -0.453  -0.493 
 

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 :   0.50
    174.1    6.0   43.7    0.188   0.0   6.00e-3 50.0    177.3     0.969    3.013      0.51
      0.0    0.2   43.6     31.5 0.148      16.2 0.87    12.00     0.085    1.692 
Transfer:   3.00
    157.4    6.0   43.7    1.130   0.0   3.14e-3 40.0    148.8     0.580    1.131      0.00
    339.7    1.4   43.1    189.0 0.135      26.1 1.43    12.00     0.085    1.809 
Critical:   4.09
    150.1    6.0   43.7    1.204   0.0   2.12e-3 36.4    132.9     0.456    1.069      0.00
    469.3    1.4   43.0    189.0 0.129      33.9 1.86    12.00     0.085    1.935 
0.1L    :   4.35
    148.4    6.0   43.7    1.221   0.0   1.90e-3 35.6    128.8     0.429    1.017      0.00
    499.5    1.5   43.0    189.0 0.128      36.1 1.98    12.00     0.085    1.956 
0.2L    :   8.70
    121.7    6.0   43.7    1.513   0.0   2.04e-3 36.2    100.8     0.344    0.816      0.00
    901.5    1.8   42.8    189.0 0.105      34.4 1.89    24.00     0.085    2.023 
0.3L    :  13.05
     95.6    6.0   43.7    1.736   0.0   1.86e-3 35.5     69.9     0.233    0.282      0.00
   1154.6    2.1   42.7    189.0 0.083      36.3 2.01    24.00     0.085    1.138 
0.4L    :  17.40
     70.9    6.0   43.7    1.736   0.0   2.01e-3 36.0     44.0     0.150    0.282      0.00
   1269.2    2.1   42.7    189.0 0.061      34.7 1.92    24.00     0.085    1.494 
0.5L    :  21.75
     49.4    6.0   43.7    1.736   0.0   1.71e-3 35.0     16.8     0.085    0.563      0.00
   1293.0    2.1   42.7    189.0 0.043      38.1 2.10    24.00     0.085    3.824 
0.6L    :  26.10
     70.9    6.0   43.7    1.736   0.0   2.01e-3 36.0     44.0     0.150    0.282      0.00
   1269.2    2.1   42.7    189.0 0.061      34.7 1.92    24.00     0.085    1.495 
0.7L    :  30.45
     95.6    6.0   43.7    1.736   0.0   1.86e-3 35.5     69.9     0.233    0.282      0.00
   1154.6    2.1   42.7    189.0 0.083      36.3 2.01    24.00     0.085    1.138 
0.8L    :  34.80
    121.7    6.0   43.7    1.513   0.0   2.04e-3 36.2    100.8     0.344    0.816      0.00
    901.4    1.8   42.8    189.0 0.105      34.4 1.89    24.00     0.085    2.023 
0.9L    :  39.15
    148.4    6.0   43.7    1.221   0.0   1.90e-3 35.6    128.8     0.429    1.017      0.00
    499.5    1.5   43.0    189.0 0.128      36.1 1.98    12.00     0.085    1.956 
Critical:  39.41
    150.1    6.0   43.7    1.204   0.0   2.12e-3 36.4    132.9     0.456    1.069      0.00
    469.3    1.4   43.0    189.0 0.129      33.9 1.86    12.00     0.085    1.935 
Transfer:  40.50
    157.4    6.0   43.7    1.130   0.0   3.14e-3 40.0    148.8     0.580    1.131      0.00
    339.7    1.4   43.1    189.0 0.135      26.1 1.43    12.00     0.085    1.809 
Bearing :  43.00
    174.1    6.0   43.7    0.188   0.0   6.00e-3 50.0    177.3     0.969    3.013      0.51
      0.0    0.2   43.6     31.5 0.148      16.2 0.87    12.00     0.085    1.692 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.85
 
 
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 = 9.00(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
    174.1      4.43     43.75    0.23       43.64    24.00      0.090      1.253      0.383      0.533 
Transfer:      2.50
    157.4      4.06     43.75    1.35       43.07    24.00      0.090      1.129      0.308      0.447 
Critical:      3.59
    150.2      3.88     43.75    1.44       43.03    24.00      0.090      1.068      0.272      0.436 
0.1L    :      3.85
    148.4      3.83     43.75    1.46       43.02    24.00      0.090      1.053      0.263      0.384 
0.2L    :      8.20
    121.7      3.16     43.75    1.80       42.85    24.00      0.090      0.827      0.127      0.320 
0.3L    :     12.55
     95.6      2.49     43.75    2.06       42.72    24.00      0.090      0.604      0.000      0.282 
0.4L    :     16.90
     70.9      1.84     43.75    2.06       42.72    24.00      0.090      0.389      0.000      0.282 
0.5L    :     21.25
     49.4      1.29     43.75    2.06       42.72    24.00      0.090      0.204      0.000      0.563 
0.6L    :     25.60
     70.9      1.84     43.75    2.06       42.72    24.00      0.090      0.389      0.000      0.282 
0.7L    :     29.95
     95.6      2.49     43.75    2.06       42.72    24.00      0.090      0.604      0.000      0.282 
0.8L    :     34.30
    121.7      3.16     43.75    1.80       42.85    24.00      0.090      0.827      0.127      0.320 
0.9L    :     38.65
    148.4      3.83     43.75    1.46       43.02    24.00      0.090      1.053      0.263      0.384 
Critical:     38.91
    150.2      3.88     43.75    1.44       43.03    24.00      0.090      1.068      0.272      0.436 
Transfer:     40.00
    157.4      4.06     43.75    1.35       43.07    24.00      0.090      1.129      0.308      0.447 
Bearing :     42.50
    174.1      4.43     43.75    0.23       43.64    24.00      0.090      1.253      0.383      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.85 ft
Prestress      :       0.141  1.80      0.254  2.20      0.311
Self Wt.       :      -0.040  1.85     -0.073  2.40     -0.095
Deck + Haunch  :                       -0.052  2.30     -0.120
DL-Prec. (DC)  :                       -0.010  3.00     -0.031
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.018
DL-Comp. (DW)  :                       -0.003  3.00     -0.008
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 8.20 ft
Prestress      :       0.253  1.80      0.455  2.20      0.556
Self Wt.       :      -0.075  1.85     -0.138  2.40     -0.180
Deck + Haunch  :                       -0.105  2.30     -0.242
DL-Prec. (DC)  :                       -0.021  3.00     -0.063
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.037
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 12.55 ft
Prestress      :       0.333  1.80      0.599  2.20      0.732
Self Wt.       :      -0.102  1.85     -0.189  2.40     -0.246
Deck + Haunch  :                       -0.147  2.30     -0.338
DL-Prec. (DC)  :                       -0.030  3.00     -0.089
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.017  3.00     -0.052
DL-Comp. (DW)  :                       -0.008  3.00     -0.023
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 16.90 ft
Prestress      :       0.381  1.80      0.685  2.20      0.837
Self Wt.       :      -0.120  1.85     -0.222  2.40     -0.288
Deck + Haunch  :                       -0.174  2.30     -0.399
DL-Prec. (DC)  :                       -0.035  3.00     -0.105
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.061
DL-Comp. (DW)  :                       -0.009  3.00     -0.027
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 21.25 ft
Prestress      :       0.397  1.80      0.714  2.20      0.873
Self Wt.       :      -0.126  1.85     -0.233  2.40     -0.302
Deck + Haunch  :                       -0.183  2.30     -0.420
DL-Prec. (DC)  :                       -0.037  3.00     -0.110
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.021  3.00     -0.064
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 25.60 ft
Prestress      :       0.381  1.80      0.685  2.20      0.837
Self Wt.       :      -0.120  1.85     -0.222  2.40     -0.288
Deck + Haunch  :                       -0.174  2.30     -0.399
DL-Prec. (DC)  :                       -0.035  3.00     -0.105
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.061
DL-Comp. (DW)  :                       -0.009  3.00     -0.027
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 29.95 ft
Prestress      :       0.333  1.80      0.599  2.20      0.732
Self Wt.       :      -0.102  1.85     -0.189  2.40     -0.246
Deck + Haunch  :                       -0.147  2.30     -0.338
DL-Prec. (DC)  :                       -0.030  3.00     -0.089
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.017  3.00     -0.052
DL-Comp. (DW)  :                       -0.008  3.00     -0.023
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 34.30 ft
Prestress      :       0.253  1.80      0.455  2.20      0.556
Self Wt.       :      -0.075  1.85     -0.138  2.40     -0.180
Deck + Haunch  :                       -0.105  2.30     -0.242
DL-Prec. (DC)  :                       -0.021  3.00     -0.063
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.037
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 38.65 ft
Prestress      :       0.141  1.80      0.254  2.20      0.311
Self Wt.       :      -0.040  1.85     -0.073  2.40     -0.095
Deck + Haunch  :                       -0.052  2.30     -0.120
DL-Prec. (DC)  :                       -0.010  3.00     -0.031
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.018
DL-Comp. (DW)  :                       -0.003  3.00     -0.008
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:   2.50
   337.7    37.4  1.413  266.8    1.6   1.35   1155.1  0.082T 1.00       -       -     -     -  
H/2     :   1.97
   270.1    37.4  1.163  267.4    1.3   1.11    955.6  0.101T 1.00       -       -     -     -  
0.1L    :   3.85
   499.5    37.4  1.526  266.5    1.7   1.46   1244.8  0.076T 1.00       -       -     -     -  
0.2L    :   8.20
   923.0    37.4  1.892  265.7    2.1   1.80   1530.9  0.061T 1.00       -       -     -     -  
0.3L    :  12.55
  1197.0    37.4  2.170  265.1    2.4   2.06   1745.9  0.053T 1.00    303.1   303.1    5.76    -  
0.4L    :  16.90
  1355.9    37.4  2.170  265.1    2.4   2.06   1745.9  0.053T 1.00    271.5   271.5    6.43    -  
0.5L    :  21.25
  1382.4    37.4  2.170  265.1    2.4   2.06   1745.9  0.053T 1.00    260.9   260.9    6.69    -  
0.6L    :  25.60
  1355.8    37.4  2.170  265.1    2.4   2.06   1745.9  0.053T 1.00    271.6   271.6    6.43    -  
0.7L    :  29.95
  1196.9    37.4  2.170  265.1    2.4   2.06   1745.9  0.053T 1.00    303.1   303.1    5.76    -  
0.8L    :  34.30
   923.0    37.4  1.892  265.7    2.1   1.80   1530.9  0.061T 1.00       -       -     -     -  
0.9L    :  38.65
   499.5    37.4  1.526  266.5    1.7   1.46   1244.8  0.076T 1.00       -       -     -     -  
H/2     :  40.53
   270.1    37.4  1.163  267.4    1.3   1.11    955.6  0.101T 1.00       -       -     -     -  
Transfer:  40.00
   337.7    37.4  1.413  266.8    1.6   1.35   1155.1  0.082T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.128
        M   2.00 Fb     0.475
 
  2   1 E  36.00 Ft     0.268
        M  36.00 Fb     0.364
 
  3   1 E  34.00 Ft     0.634
        M  34.00 Fb     0.275
 
  4   2 E   6.00 Ft     0.523
        M   6.00 Fb     0.738
 
  5   1 E   6.00 Ft     0.468
        M   6.00 Fb     0.969
 
  6   2 E   2.00 Ft     0.237
        M   2.00 Fb     1.522
 
  7   1 E   2.00 Ft     0.121
        M   2.00 Fb     1.799
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 43.50            Release Length, ft: 43.50
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.39 %               Final losses: 13.44 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.799     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.121       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  1745.86     1382.37     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.068     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.203     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.423    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.741     Midspan
    Pre.Bot:                                                             2.000   0.510    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  21.25 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.397  1.80      0.714  2.20      0.873
Self Wt.       :      -0.126  1.85     -0.233  2.40     -0.302
Deck + Haunch  :                       -0.183  2.30     -0.420
DL-Prec. (DC)  :                       -0.037  3.00     -0.110
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.021  3.00     -0.064
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
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

