 
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 46 feet eight inches, 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)The hold-down point is at 0.40L of the span Length.
                     (9)The beam lifting and supporting points are 2.125' and 2.383', respectively.
                     (10)The girder concrete strengths at release and at final are 4.5 and 5.0 ksi, 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_f7b2.tmp\B46-0_40\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 =   1148213.00
 
SPAN DATA
---------
Precast length    , ft =     47.667
Bearing-to-bearing, ft =     46.667
Release span      , ft =     47.667
 
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      =   4592.230        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      4.500 
Eci ,ksi      =   4435.310
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.40L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: 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   46.67   Additional Overhang Load
   1    1    DC Line        0.007    0.00       0.007   46.67   Additional Haunch Load
   1    1    DC Line        0.064    0.00       0.064   46.67   Sacrificial Wearing Surface
   1    2    DC Line        0.007    0.00       0.007   46.67   Additional Haunch Load
   1    2    DC Line        0.070    0.00       0.070   46.67   Sacrificial Wearing Surface
   1    3    DC Line        0.007    0.00       0.007   46.67   Additional Haunch Load
   1    3    DC Line        0.070    0.00       0.070   46.67   Sacrificial Wearing Surface
   1    4    DC Line        0.007    0.00       0.007   46.67   Additional Haunch Load
   1    4    DC Line        0.070    0.00       0.070   46.67   Sacrificial Wearing Surface
   1    5    DC Line        0.064    0.00       0.064   46.67   Additional Overhang Load
   1    5    DC Line        0.007    0.00       0.007   46.67   Additional Haunch Load
   1    5    DC Line        0.064    0.00       0.064   46.67   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.143   23.000
   1    2        0.285   23.000
   1    3        0.285   23.000
   1    4        0.285   23.000
   1    5        0.143   23.000
 
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   46.67   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   46.67   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    0.082     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          4435.3 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 4592.23 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:
  9 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 19.07 ft from member end )
 
END PATTERN (Ycg = 10.22 in):
 
  5 @  2.000 in 2 @  6.000 in 1 @ 34.000 in 1 @ 36.000 in 
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
 
  1 @  4.000 in 1 @  6.000 in   
 
(B) Straight:
 
  5 @  2.000 in 2 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1460  3.1460 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  2.7710 No        
       2 US#5[M16]  60.0  0.62   10.50  2.7710  3.6499 No        
       2 US#5[M16]  60.0  0.62   12.00  3.6460  6.6460 No        
       2 US#5[M16]  60.0  0.62   12.60  6.6460  7.6982 No        
       2 US#5[M16]  60.0  0.62   15.12  7.6982  8.9600 No        
       2 US#5[M16]  60.0  0.62   17.04  8.9600 18.8750 No        
       2 US#4[M13]  60.0  0.40   12.00  3.1460  7.1460 Yes       
       2 US#4[M13]  60.0  0.40   13.25  7.1460  8.2598 Yes       
       2 US#4[M13]  60.0  0.40   17.00  8.2598 39.4072 Yes       
       2 US#4[M13]  60.0  0.40   13.25 39.4072 40.5210 Yes       
       2 US#4[M13]  60.0  0.40   12.00 40.5210 44.5210 Yes       
       2 US#5[M16]  60.0  0.62   17.04 28.7920 38.7070 No        
       2 US#5[M16]  60.0  0.62   15.12 38.7070 39.9688 No        
       2 US#5[M16]  60.0  0.62   12.60 39.9688 41.0210 No        
       2 US#5[M16]  60.0  0.62   12.00 41.0210 44.0210 No        
       2 US#5[M16]  60.0  0.62   10.50 44.0171 44.8960 No        
       2 US#5[M16]  60.0  0.62    9.00 44.8960 46.3960 No        
       2 US#5[M16]  60.0  0.62    7.50 46.3960 47.0210 No        
       2 US#5[M16]  60.0  0.62    3.00 47.0210 47.2710 No        
       2 US#4[M13]  60.0  0.40    9.00 44.5210 47.5210 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 47.5000       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:
  9 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 19.07 ft from member end )
 
END PATTERN (Ycg = 10.22 in):
 
  5 @  2.000 in 2 @  6.000 in 1 @ 34.000 in 1 @ 36.000 in 
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
 
  1 @  4.000 in 1 @  6.000 in   
 
(B) Straight:
 
  5 @  2.000 in 2 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1460  3.1460 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  2.7710 No        
       2 US#5[M16]  60.0  0.62   10.50  2.7710  3.6499 No        
       2 US#5[M16]  60.0  0.62   12.00  3.6460  6.6460 No        
       2 US#5[M16]  60.0  0.62   12.60  6.6460  7.6982 No        
       2 US#5[M16]  60.0  0.62  15.12*  7.6982  8.9600 No        
       2 US#5[M16]  60.0  0.62  17.04*  8.9600 18.8750 No        
       2 US#4[M13]  60.0  0.40   12.00  3.1460  7.1460 Yes       
       2 US#4[M13]  60.0  0.40   13.25  7.1460  8.2598 Yes       
       2 US#4[M13]  60.0  0.40  17.00*  8.2598 39.4072 Yes       
       2 US#4[M13]  60.0  0.40   13.25 39.4072 40.5210 Yes       
       2 US#4[M13]  60.0  0.40   12.00 40.5210 44.5210 Yes       
       2 US#5[M16]  60.0  0.62  17.04* 28.7920 38.7070 No        
       2 US#5[M16]  60.0  0.62  15.12* 38.7070 39.9688 No        
       2 US#5[M16]  60.0  0.62   12.60 39.9688 41.0210 No        
       2 US#5[M16]  60.0  0.62   12.00 41.0210 44.0210 No        
       2 US#5[M16]  60.0  0.62   10.50 44.0171 44.8960 No        
       2 US#5[M16]  60.0  0.62    9.00 44.8960 46.3960 No        
       2 US#5[M16]  60.0  0.62    7.50 46.3960 47.0210 No        
       2 US#5[M16]  60.0  0.62    3.00 47.0210 47.2710 No        
       2 US#4[M13]  60.0  0.40    9.00 44.5210 47.5210 Yes       
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
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 47.5000       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:
  9 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 19.07 ft from member end )
 
END PATTERN (Ycg = 10.22 in):
 
  5 @  2.000 in 2 @  6.000 in 1 @ 34.000 in 1 @ 36.000 in 
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
 
  1 @  4.000 in 1 @  6.000 in   
 
(B) Straight:
 
  5 @  2.000 in 2 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1460  3.1460 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  2.7710 No        
       2 US#5[M16]  60.0  0.62   10.50  2.7710  3.6499 No        
       2 US#5[M16]  60.0  0.62   12.00  3.6460  6.6460 No        
       2 US#5[M16]  60.0  0.62   12.60  6.6460  7.6982 No        
       2 US#5[M16]  60.0  0.62  15.12*  7.6982  8.9600 No        
       2 US#5[M16]  60.0  0.62  17.04*  8.9600 18.8750 No        
       2 US#4[M13]  60.0  0.40   12.00  3.1460  7.1460 Yes       
       2 US#4[M13]  60.0  0.40   13.25  7.1460  8.2598 Yes       
       2 US#4[M13]  60.0  0.40  17.00*  8.2598 39.4072 Yes       
       2 US#4[M13]  60.0  0.40   13.25 39.4072 40.5210 Yes       
       2 US#4[M13]  60.0  0.40   12.00 40.5210 44.5210 Yes       
       2 US#5[M16]  60.0  0.62  17.04* 28.7920 38.7070 No        
       2 US#5[M16]  60.0  0.62  15.12* 38.7070 39.9688 No        
       2 US#5[M16]  60.0  0.62   12.60 39.9688 41.0210 No        
       2 US#5[M16]  60.0  0.62   12.00 41.0210 44.0210 No        
       2 US#5[M16]  60.0  0.62   10.50 44.0171 44.8960 No        
       2 US#5[M16]  60.0  0.62    9.00 44.8960 46.3960 No        
       2 US#5[M16]  60.0  0.62    7.50 46.3960 47.0210 No        
       2 US#5[M16]  60.0  0.62    3.00 47.0210 47.2710 No        
       2 US#4[M13]  60.0  0.40    9.00 44.5210 47.5210 Yes       
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
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 47.5000       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:
  9 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 19.07 ft from member end )
 
END PATTERN (Ycg = 10.22 in):
 
  5 @  2.000 in 2 @  6.000 in 1 @ 34.000 in 1 @ 36.000 in 
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
 
  1 @  4.000 in 1 @  6.000 in   
 
(B) Straight:
 
  5 @  2.000 in 2 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1460  3.1460 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  2.7710 No        
       2 US#5[M16]  60.0  0.62   10.50  2.7710  3.6499 No        
       2 US#5[M16]  60.0  0.62   12.00  3.6460  6.6460 No        
       2 US#5[M16]  60.0  0.62   12.60  6.6460  7.6982 No        
       2 US#5[M16]  60.0  0.62  15.12*  7.6982  8.9600 No        
       2 US#5[M16]  60.0  0.62  17.04*  8.9600 18.8750 No        
       2 US#4[M13]  60.0  0.40   12.00  3.1460  7.1460 Yes       
       2 US#4[M13]  60.0  0.40   13.25  7.1460  8.2598 Yes       
       2 US#4[M13]  60.0  0.40  17.00*  8.2598 39.4072 Yes       
       2 US#4[M13]  60.0  0.40   13.25 39.4072 40.5210 Yes       
       2 US#4[M13]  60.0  0.40   12.00 40.5210 44.5210 Yes       
       2 US#5[M16]  60.0  0.62  17.04* 28.7920 38.7070 No        
       2 US#5[M16]  60.0  0.62  15.12* 38.7070 39.9688 No        
       2 US#5[M16]  60.0  0.62   12.60 39.9688 41.0210 No        
       2 US#5[M16]  60.0  0.62   12.00 41.0210 44.0210 No        
       2 US#5[M16]  60.0  0.62   10.50 44.0171 44.8960 No        
       2 US#5[M16]  60.0  0.62    9.00 44.8960 46.3960 No        
       2 US#5[M16]  60.0  0.62    7.50 46.3960 47.0210 No        
       2 US#5[M16]  60.0  0.62    3.00 47.0210 47.2710 No        
       2 US#4[M13]  60.0  0.40    9.00 44.5210 47.5210 Yes       
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
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 47.5000       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:
  9 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 19.07 ft from member end )
 
END PATTERN (Ycg = 10.22 in):
 
  5 @  2.000 in 2 @  6.000 in 1 @ 34.000 in 1 @ 36.000 in 
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
 
  1 @  4.000 in 1 @  6.000 in   
 
(B) Straight:
 
  5 @  2.000 in 2 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1460  3.1460 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  2.7710 No        
       2 US#5[M16]  60.0  0.62   10.50  2.7710  3.6499 No        
       2 US#5[M16]  60.0  0.62   12.00  3.6460  6.6460 No        
       2 US#5[M16]  60.0  0.62   12.60  6.6460  7.6982 No        
       2 US#5[M16]  60.0  0.62   15.12  7.6982  8.9600 No        
       2 US#5[M16]  60.0  0.62   17.04  8.9600 18.8750 No        
       2 US#4[M13]  60.0  0.40   12.00  3.1460  7.1460 Yes       
       2 US#4[M13]  60.0  0.40   13.25  7.1460  8.2598 Yes       
       2 US#4[M13]  60.0  0.40   17.00  8.2598 39.4072 Yes       
       2 US#4[M13]  60.0  0.40   13.25 39.4072 40.5210 Yes       
       2 US#4[M13]  60.0  0.40   12.00 40.5210 44.5210 Yes       
       2 US#5[M16]  60.0  0.62   17.04 28.7920 38.7070 No        
       2 US#5[M16]  60.0  0.62   15.12 38.7070 39.9688 No        
       2 US#5[M16]  60.0  0.62   12.60 39.9688 41.0210 No        
       2 US#5[M16]  60.0  0.62   12.00 41.0210 44.0210 No        
       2 US#5[M16]  60.0  0.62   10.50 44.0171 44.8960 No        
       2 US#5[M16]  60.0  0.62    9.00 44.8960 46.3960 No        
       2 US#5[M16]  60.0  0.62    7.50 46.3960 47.0210 No        
       2 US#5[M16]  60.0  0.62    3.00 47.0210 47.2710 No        
       2 US#4[M13]  60.0  0.40    9.00 44.5210 47.5210 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 47.5000       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   46.67
     DC  Line       0.007      0.00       0.007   46.67
     DC  Line       0.064      0.00       0.064   46.67
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    23.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 47.667 ft
Release length = 47.667 ft
Design  length = 46.667 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)  : 0.648   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.782   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.843   (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            978.9 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           225920 in4#
Ht. of c.g.           =        17.06 in             33.07 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 = 0.9290

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     4.27     9.03    13.80    18.57    23.33
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    384.3    393.1    391.2    393.1    393.1    393.1    393.1    393.1
  Yb      ,  in    17.03    16.85    16.89    16.83    16.79    16.74    16.70    16.70
  MI(Ixx) , in4    62086    62641    62506    62746    63067    63445    63880    63880
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2    980.6    989.1    987.3    989.1    989.1    989.1    989.1    989.1
  Yb      ,  in    33.03    32.82    32.87    32.82    32.80    32.78    32.76    32.76
  MI(Ixx) , in4   226816   231665   230583   231966   232816   233722   234684   234684

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 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         =    4592.23 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:   9 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 19.07 ft from member end )
END PATTERN (Ycg = 10.22 in):
     5 @  2.000 in     2 @  6.000 in     1 @ 34.000 in     1 @ 36.000 in
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
     1 @  4.000 in     1 @  6.000 in
(B) Straight:
     5 @  2.000 in     2 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.95 in2      Initial Pull          =      382.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.040 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.050 ft
Holddown Force        =  11.060 kips     Beam Shrtng (PL/AE)   =      0.126 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)       
-------------------------------------------------------------------------------------
       429.656         740 317.945      4.689 18992.361   414.100     141.817        
 
 
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       0.1460      3.1460    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      2.7710     No
      2      US#5[M16]       60.00        0.62      10.50       2.7710      3.6499     No
      2      US#5[M16]       60.00        0.62      12.00       3.6460      6.6460     No
      2      US#5[M16]       60.00        0.62      12.60       6.6460      7.6982     No
      2      US#5[M16]       60.00        0.62      15.12       7.6982      8.9600     No
      2      US#5[M16]       60.00        0.62      17.04       8.9600     18.8750     No
      2      US#4[M13]       60.00        0.40      12.00       3.1460      7.1460    Yes
      2      US#4[M13]       60.00        0.40      13.25       7.1460      8.2598    Yes
      2      US#4[M13]       60.00        0.40      17.00       8.2598     39.4072    Yes
      2      US#4[M13]       60.00        0.40      13.25      39.4072     40.5210    Yes
      2      US#4[M13]       60.00        0.40      12.00      40.5210     44.5210    Yes
      2      US#5[M16]       60.00        0.62      17.04      28.7920     38.7070     No
      2      US#5[M16]       60.00        0.62      15.12      38.7070     39.9688     No
      2      US#5[M16]       60.00        0.62      12.60      39.9688     41.0210     No
      2      US#5[M16]       60.00        0.62      12.00      41.0210     44.0210     No
      2      US#5[M16]       60.00        0.62      10.50      44.0171     44.8960     No
      2      US#5[M16]       60.00        0.62       9.00      44.8960     46.3960     No
      2      US#5[M16]       60.00        0.62       7.50      46.3960     47.0210     No
      2      US#5[M16]       60.00        0.62       3.00      47.0210     47.2710     No
      2      US#4[M13]       60.00        0.40       9.00      44.5210     47.5210    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 47.5000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.9530 in2       Ycg =  3.56 in
         P_init    =      382.8 kips  Ecc = 13.50 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    10.49 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.633 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.37 ksi    0.00 ksi
    due to Composite Loads                                 -1.08 ksi    0.00 ksi
    due to Live Loads                                      -4.42 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                         9.10 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 10.49 ksi  ( 5.35 %)            13.53 ksi ( 6.90 %)
Total Prestress Losses                                    24.03 ksi (12.26 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    22.0    17.5    36.0    67.7    90.4   103.9   108.5
(Max)       V       9.3     8.3     8.5     7.6     5.7     3.8     1.9     0.0
DL-Prec.  : M       0.0     7.4     5.9    12.2    22.8    30.5    35.0    36.6
DC(Max)     V       3.1     2.8     2.9     2.6     1.9     1.3     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    36.9    29.4    60.5   113.7   151.7   174.4   182.0
Haunch (Max)V      15.6    13.9    14.3    12.8     9.6     6.4     3.2     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.7     1.0     1.3     1.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    16.3    13.0    26.8    50.3    67.1    77.2    80.6
DC(Max)     V       6.9     6.2     6.3     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     7.3     5.8    11.9    22.4    29.9    34.4    35.9
DW(Max)     V       3.1     2.8     2.8     2.5     1.9     1.3     0.6     0.0
LL + I    : M+      0.0   137.3   109.7   223.0   407.1   522.6   588.8   595.9
            V      77.1    71.1    72.3    66.8    56.1    45.5    34.0    12.6
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    77.1    71.1    72.3    66.8    56.5    46.5    36.8    28.8
            M      -0.0   138.8   111.3   223.0   392.5   493.9   525.9   516.4
Total     : M+      0.0   227.5   181.6   370.7   684.7   893.1  1015.2  1041.2
            V     115.2   105.1   107.2    97.9    79.5    61.1    41.8    12.6
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   115.2   105.1   107.2    97.9    79.8    62.1    44.6    28.8
            M      -0.0   229.0   183.1   370.7   670.2   864.5   952.3   961.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.70   44.17   46.67
Self wt.  : M     103.9    90.4    67.7    36.0    17.5    22.0     0.0
(Max)       V       1.9     3.8     5.7     7.6     8.5     8.3     9.3
DL-Prec.  : M      35.0    30.5    22.8    12.2     5.9     7.4     0.0
DC(Max)     V       0.6     1.3     1.9     2.6     2.9     2.8     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     174.4   151.7   113.7    60.5    29.4    36.9     0.0
Haunch (Max)V       3.2     6.4     9.6    12.8    14.3    13.9    15.6
Diaphragm : M       1.3     1.0     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      77.2    67.1    50.3    26.8    13.0    16.3     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.3     6.2     6.9
DL-Comp   : M      34.4    29.9    22.4    11.9     5.8     7.3     0.0
DW(Max)     V       0.6     1.3     1.9     2.5     2.8     2.8     3.1
LL + I    : M+    588.8   522.6   407.1   223.0   109.7   137.3     0.0
            V      33.9    45.5    56.1    66.8    72.3    71.1    77.1
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    36.8    46.5    56.5    66.8    72.3    71.1    77.1
            M     525.9   493.9   392.5   223.0   111.3   138.8     0.0
Total     : M+   1015.2   893.1   684.7   370.7   181.6   227.5     0.0
            V      41.8    61.1    79.5    97.9   107.2   105.1   115.2
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    44.6    62.1    79.8    97.9   107.2   105.1   115.2
            M     952.3   864.4   670.2   370.7   183.1   229.0     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                9.3              9.3
Deck+Haunch            15.6             15.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.1              3.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           34.5             34.5
DL-Comp.(DW)           15.4             15.4
Live                   72.5             72.5
        Truck          57.6             57.6
        Lane           14.9             14.9
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    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    22.0    17.5    36.0    67.7    90.4   103.9   108.5
(Max)       V       9.3     8.3     8.5     7.6     5.7     3.8     1.9     0.0
DL-Prec.  : M       0.0     7.4     5.9    12.2    22.8    30.5    35.0    36.6
DC(Max)     V       3.1     2.8     2.9     2.6     1.9     1.3     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    36.9    29.4    60.5   113.7   151.7   174.4   182.0
Haunch (Max)V      15.6    13.9    14.3    12.8     9.6     6.4     3.2     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.7     1.0     1.3     1.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    16.3    13.0    26.8    50.3    67.1    77.2    80.6
DC(Max)     V       6.9     6.2     6.3     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     7.3     5.8    11.9    22.4    29.9    34.4    35.9
DW(Max)     V       3.1     2.8     2.8     2.5     1.9     1.3     0.6     0.0
LL + I    : M+      0.0   109.9    87.8   178.4   325.7   418.1   471.0   476.7
            V      61.7    56.8    57.9    53.4    44.9    36.4    27.2    10.0
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    61.7    56.8    57.9    53.4    45.2    37.2    29.4    23.0
            M      -0.0   111.1    89.0   178.4   314.0   395.1   420.7   413.2
Total     : M+      0.0   200.0   159.6   326.1   603.3   788.6   897.5   922.0
            V      99.8    90.9    92.8    84.6    68.3    52.0    35.0    10.1
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    99.8    90.9    92.8    84.6    68.5    52.8    37.3    23.1
            M      -0.0   201.2   160.8   326.1   591.7   765.7   847.1   858.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.70   44.17   46.67
Self wt.  : M     103.9    90.4    67.7    36.0    17.5    22.0     0.0
(Max)       V       1.9     3.8     5.7     7.6     8.5     8.3     9.3
DL-Prec.  : M      35.0    30.5    22.8    12.2     5.9     7.4     0.0
DC(Max)     V       0.6     1.3     1.9     2.6     2.9     2.8     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     174.4   151.7   113.7    60.5    29.4    36.9     0.0
Haunch (Max)V       3.2     6.4     9.6    12.8    14.3    13.9    15.6
Diaphragm : M       1.3     1.0     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      77.2    67.1    50.3    26.8    13.0    16.3     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.3     6.2     6.9
DL-Comp   : M      34.4    29.9    22.4    11.9     5.8     7.3     0.0
DW(Max)     V       0.6     1.3     1.9     2.5     2.8     2.8     3.1
LL + I    : M+    471.0   418.1   325.7   178.4    87.8   109.9     0.0
            V      27.2    36.4    44.9    53.4    57.9    56.8    61.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    29.4    37.2    45.2    53.4    57.9    56.8    61.7
            M     420.7   395.1   314.0   178.4    89.0   111.1     0.0
Total     : M+    897.4   788.6   603.3   326.1   159.6   200.0     0.0
            V      35.0    52.0    68.3    84.6    92.8    90.9    99.8
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    37.3    52.8    68.5    84.6    92.8    90.9    99.8
            M     847.1   765.7   591.6   326.1   160.8   201.2     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    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    27.5    21.9    45.1    84.7   112.9   129.9   135.6
(Max)       V      11.6    10.4    10.6     9.5     7.1     4.7     2.4     0.0
Self wt.  : M       0.0    19.8    15.8    32.4    61.0    81.3    93.5    97.6
(Min)       V       8.4     7.5     7.7     6.8     5.1     3.4     1.7     0.0
DL-Prec.  : M       0.0     9.3     7.4    15.2    28.5    38.1    43.8    45.7
DC(Max)     V       3.9     3.5     3.6     3.2     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     6.7     5.3    10.9    20.6    27.4    31.5    32.9
DC(Min)     V       2.8     2.5     2.6     2.3     1.7     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
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    46.1    36.8    75.6   142.1   189.6   218.1   227.6
Haunch (Max)V      19.5    17.4    17.9    15.9    12.0     8.0     4.0     0.0
Deck +    : M       0.0    33.2    26.5    54.4   102.3   136.5   157.0   163.8
Haunch (Min)V      14.0    12.5    12.9    11.5     8.6     5.7     2.9     0.0
Diaphragm : M       0.0     0.2     0.2     0.4     0.8     1.3     1.7     2.1
(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     0.6     0.9     1.2     1.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    20.4    16.3    33.5    62.9    83.9    96.5   100.7
DC(Max)     V       8.6     7.7     7.9     7.1     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    14.7    11.7    24.1    45.3    60.4    69.5    72.5
DC(Min)     V       6.2     5.6     5.7     5.1     3.8     2.5     1.3     0.0
DL-Comp   : M       0.0    10.9     8.7    17.9    33.7    44.9    51.7    53.9
DW(Max)     V       4.6     4.1     4.2     3.8     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     4.7     3.8     7.8    14.6    19.5    22.4    23.4
DW(Min)     V       2.0     1.8     1.8     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   240.3   192.0   390.2   712.4   914.5  1030.4  1042.9
            V     135.0   124.4   126.6   116.8    98.2    79.6    59.4    22.0
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   135.0   124.4   126.6   116.8    98.8    81.4    64.4    50.3
            M      -0.0   242.9   194.7   390.2   686.9   864.4   920.3   903.8
Total     : M+      0.0   354.8   283.3   577.9  1065.1  1385.2  1572.1  1608.4
            V     183.4   167.6   170.9   156.4   127.9    99.4    69.4    22.1
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   183.4   167.6   170.9   156.4   128.5   101.2    74.4    50.4
            M      -0.0   357.4   286.0   577.9  1039.6  1335.1  1461.9  1469.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.70   44.17   46.67
Self wt.  : M     129.9   112.9    84.7    45.1    21.9    27.5     0.0
(Max)       V       2.4     4.7     7.1     9.5    10.6    10.4    11.6
Self wt.  : M      93.5    81.3    61.0    32.4    15.8    19.8     0.0
(Min)       V       1.7     3.4     5.1     6.8     7.7     7.5     8.4
DL-Prec.  : M      43.8    38.1    28.5    15.2     7.4     9.3     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.5     3.9
DL-Prec.  : M      31.5    27.4    20.6    10.9     5.3     6.7     0.0
DC(Min)     V       0.6     1.2     1.7     2.3     2.6     2.5     2.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     218.1   189.6   142.1    75.6    36.8    46.1     0.0
Haunch (Max)V       4.0     8.0    12.0    15.9    17.9    17.4    19.5
Deck +    : M     157.0   136.5   102.3    54.4    26.5    33.2     0.0
Haunch (Min)V       2.9     5.7     8.6    11.5    12.9    12.5    14.0
Diaphragm : M       1.6     1.2     0.8     0.4     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       1.2     0.9     0.6     0.3     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      96.5    83.9    62.9    33.5    16.3    20.4     0.0
DC(Max)     V       1.8     3.5     5.3     7.1     7.9     7.7     8.6
DL-Comp   : M      69.5    60.4    45.3    24.1    11.7    14.7     0.0
DC(Min)     V       1.3     2.5     3.8     5.1     5.7     5.6     6.2
DL-Comp   : M      51.7    44.9    33.7    17.9     8.7    10.9     0.0
DW(Max)     V       0.9     1.9     2.8     3.8     4.2     4.1     4.6
DL-Comp   : M      22.4    19.5    14.6     7.8     3.8     4.7     0.0
DW(Min)     V       0.4     0.8     1.2     1.6     1.8     1.8     2.0
LL + I    : M+   1030.4   914.5   712.4   390.2   192.0   240.3     0.0
            V      59.4    79.6    98.2   116.8   126.6   124.4   135.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    64.4    81.4    98.8   116.8   126.6   124.4   135.0
            M     920.3   864.4   686.9   390.2   194.7   242.9     0.0
Total     : M+   1572.0  1385.1  1065.0   577.8   283.3   354.8     0.0
            V      69.4    99.4   127.9   156.4   170.9   167.6   183.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    74.4   101.2   128.5   156.4   170.9   167.6   183.4
            M    1461.9  1335.0  1039.6   577.8   285.9   357.4     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.6             11.6
Deck+Haunch            19.5             19.5
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.9              3.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           43.2             43.2
DL-Comp.(DW)           23.1             23.1
Live                  126.9            126.9
        Truck         100.8            100.8
        Lane           26.1             26.1
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    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    22.0    17.5    36.0    67.7    90.4   103.9   108.5
(Max)       V       9.3     8.3     8.5     7.6     5.7     3.8     1.9     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     7.4     5.9    12.2    22.8    30.5    35.0    36.6
DC(Max)     V       3.1     2.8     2.9     2.6     1.9     1.3     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    36.9    29.4    60.5   113.7   151.7   174.4   182.0
Haunch (Max)V      15.6    13.9    14.3    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     0.2     0.1     0.3     0.7     1.0     1.3     1.6
(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    16.3    13.0    26.8    50.3    67.1    77.2    80.6
DC(Max)     V       6.9     6.2     6.3     5.6     4.2     2.8     1.4     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     7.3     5.8    11.9    22.4    29.9    34.4    35.9
DW(Max)     V       3.1     2.8     2.8     2.5     1.9     1.3     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   126.9   101.7   203.5   356.4   455.0   516.5   528.9
            V      74.4    67.6    69.1    62.8    51.9    43.4    36.6    24.4
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    74.4    67.6    69.1    62.8    51.9    43.4    36.6    29.8
            M       0.0   126.9   101.7   203.5   356.4   455.0   516.5   528.9
Total     : M+      0.0   217.0   173.6   351.2   634.0   825.6   943.0   974.2
            V     112.5   101.6   103.9    93.9    75.3    59.0    44.5    24.5
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   112.5   101.6   103.9    93.9    75.3    59.0    44.5    29.9
            M       0.0   217.0   173.6   351.2   634.0   825.6   943.0   974.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.70   44.17   46.67
Self wt.  : M     103.9    90.4    67.7    36.0    17.5    22.0     0.0
(Max)       V       1.9     3.8     5.7     7.6     8.5     8.3     9.3
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      35.0    30.5    22.8    12.2     5.9     7.4     0.0
DC(Max)     V       0.6     1.3     1.9     2.6     2.9     2.8     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     174.4   151.7   113.7    60.5    29.4    36.9     0.0
Haunch (Max)V       3.2     6.4     9.6    12.8    14.3    13.9    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       1.3     1.0     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      77.2    67.1    50.3    26.8    13.0    16.3     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.3     6.2     6.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      34.4    29.9    22.4    11.9     5.8     7.3     0.0
DW(Max)     V       0.6     1.3     1.9     2.5     2.8     2.8     3.1
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+    516.5   455.0   356.4   203.5   101.7   126.9     0.0
            V      36.6    43.4    51.9    62.8    69.1    67.6    74.4
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    36.6    43.4    51.9    62.8    69.1    67.6    74.4
            M     516.5   455.0   356.4   203.5   101.7   126.9     0.0
Total     : M+    942.9   825.5   634.0   351.2   173.6   217.0     0.0
            V      44.5    59.0    75.3    93.9   103.9   101.6   112.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    44.5    59.0    75.3    93.9   103.9   101.6   112.5
            M     942.9   825.5   634.0   351.2   173.6   217.0     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    4.77    9.53   14.30   19.07   23.83
 
Beam-Self
Precast-top    0.113   0.173   0.306   0.400   0.455   0.474 
Bottom        -0.086  -0.131  -0.231  -0.301  -0.341  -0.355 
 
Prestress
Precast-top   -0.065  -0.145  -0.361  -0.573  -0.783  -0.783 
Bottom         1.764   1.824   1.982   2.137   2.289   2.289 
 
Total
Precast-top    0.048   0.027  -0.055  -0.173  -0.327  -0.308 
Bottom         1.678   1.693   1.751   1.836   1.948   1.934 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.43 %)
             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    4.27    9.03   13.80   18.57   23.33
 
Prestress
Precast-top    0.007  -0.058  -0.030  -0.129  -0.319  -0.508  -0.693  -0.693
Bottom         0.255   1.562   1.281   1.615   1.756   1.893   2.027   2.027
 
Self wt.
Precast-top   -0.000   0.093   0.074   0.153   0.286   0.380   0.435   0.454
Bottom        -0.000  -0.071  -0.057  -0.116  -0.216  -0.286  -0.326  -0.340
 
DL-Prec (DC)
Precast-top   -0.000   0.031   0.025   0.052   0.097   0.128   0.147   0.153
Bottom        -0.000  -0.024  -0.019  -0.039  -0.073  -0.096  -0.110  -0.115
 
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   0.006   0.007
Bottom        -0.000  -0.001  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.157   0.125   0.256   0.480   0.638   0.731   0.763
Bottom        -0.000  -0.119  -0.095  -0.195  -0.363  -0.480  -0.547  -0.571
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.009   0.019   0.035   0.046   0.053   0.055
Precast-top   -0.000   0.005   0.004   0.009   0.016   0.021   0.025   0.026
Bottom        -0.000  -0.028  -0.022  -0.045  -0.085  -0.113  -0.129  -0.135
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.004   0.008   0.016   0.021   0.024   0.025
Precast-top   -0.000   0.002   0.002   0.004   0.007   0.010   0.011   0.011
Bottom        -0.000  -0.012  -0.010  -0.020  -0.038  -0.050  -0.058  -0.060
 
LL+I(+)
Topping-top   -0.000   0.095   0.076   0.155   0.282   0.361   0.405   0.410
Precast-top   -0.000   0.044   0.035   0.071   0.130   0.167   0.188   0.190
Bottom        -0.000  -0.233  -0.188  -0.379  -0.688  -0.880  -0.986  -0.998
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.112   0.089   0.182   0.332   0.428   0.482   0.490 
Precast-top    0.007   0.276   0.236   0.417   0.700   0.842   0.849   0.911 
Bottom         0.255   1.074   0.889   0.820   0.290  -0.016  -0.134  -0.198 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.013   0.027   0.050   0.067   0.077   0.080 
Precast-top    0.007   0.232   0.201   0.346   0.570   0.675   0.661   0.721 
Bottom         0.255   1.308   1.077   1.199   0.978   0.864   0.853   0.801 
 

 
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    4.77    9.53   14.30   19.07   23.83
 
Beam-Self
Precast-top    0.113   0.173   0.306   0.400   0.455   0.474 
Bottom        -0.086  -0.131  -0.231  -0.301  -0.341  -0.355 
 
Prestress
Precast-top   -0.065  -0.145  -0.361  -0.573  -0.783  -0.783 
Bottom         1.764   1.824   1.982   2.137   2.289   2.289 
 
Total
Precast-top    0.048   0.027  -0.055  -0.173  -0.327  -0.308 
Bottom         1.678   1.693   1.751   1.836   1.948   1.934 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.397   0.358 
Ast_prvd, in2  0.880   0.880   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.43 %)
             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    4.27    9.03   13.80   18.57   23.33
 
Prestress
Precast-top    0.007  -0.058  -0.030  -0.129  -0.319  -0.508  -0.693  -0.693
Bottom         0.255   1.562   1.281   1.615   1.756   1.893   2.027   2.027
 
Self wt.
Precast-top   -0.000   0.093   0.074   0.153   0.286   0.380   0.435   0.454
Bottom        -0.000  -0.071  -0.057  -0.116  -0.216  -0.286  -0.326  -0.340
 
DL-Prec (DC)
Precast-top   -0.000   0.031   0.025   0.052   0.097   0.128   0.147   0.153
Bottom        -0.000  -0.024  -0.019  -0.039  -0.073  -0.096  -0.110  -0.115
 
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   0.006   0.007
Bottom        -0.000  -0.001  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.157   0.125   0.256   0.480   0.638   0.731   0.763
Bottom        -0.000  -0.119  -0.095  -0.195  -0.363  -0.480  -0.547  -0.571
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.009   0.019   0.035   0.046   0.053   0.055
Precast-top   -0.000   0.005   0.004   0.009   0.016   0.021   0.025   0.026
Bottom        -0.000  -0.028  -0.022  -0.045  -0.085  -0.113  -0.129  -0.135
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.004   0.008   0.016   0.021   0.024   0.025
Precast-top   -0.000   0.002   0.002   0.004   0.007   0.010   0.011   0.011
Bottom        -0.000  -0.012  -0.010  -0.020  -0.038  -0.050  -0.058  -0.060
 
LL+I(+)
Topping-top   -0.000   0.076   0.061   0.124   0.225   0.289   0.324   0.328
Precast-top   -0.000   0.035   0.028   0.057   0.104   0.133   0.150   0.152
Bottom        -0.000  -0.187  -0.150  -0.303  -0.551  -0.704  -0.789  -0.799
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.093   0.074   0.151   0.276   0.356   0.401   0.408 
Precast-top    0.007   0.267   0.229   0.403   0.674   0.808   0.812   0.873 
Bottom         0.255   1.121   0.927   0.896   0.428   0.160   0.064   0.002 
 

 
 
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    4.27    9.03   13.80   18.57   23.33
F_LL+I(+)
Topping-top   -0.000   0.088   0.071   0.141   0.247   0.314   0.355   0.364
Precast-top   -0.000   0.041   0.032   0.065   0.114   0.145   0.165   0.169
Bottom        -0.000  -0.216  -0.174  -0.345  -0.602  -0.766  -0.865  -0.886
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.096   0.077   0.155   0.272   0.348   0.394   0.404 
Precast-top    0.004   0.157   0.133   0.238   0.399   0.483   0.495   0.529 
Bottom         0.128   0.438   0.364   0.254  -0.113  -0.334  -0.439  -0.486 
 

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
    183.4    6.0   44.1    0.165   1.6   6.00e-3 50.0    185.8     1.007    3.013      0.66
      0.0    0.2   44.0     31.5 0.153      16.3 0.87    12.00     0.085    1.628 
Transfer:   3.00
    167.6    6.0   44.1    0.991   9.8   4.54e-3 44.9    156.3     0.716    1.242      0.00
    357.4    1.2   43.5    189.0 0.135      20.1 1.09    12.00     0.085    1.616 
Critical:   4.12
    160.4    6.0   44.1    1.057   9.8   3.37e-3 40.8    143.3     0.569    1.020      0.00
    497.4    1.3   43.5    189.0 0.129      25.1 1.36    12.00     0.085    1.637 
0.1L    :   4.77
    156.4    6.0   44.1    1.094   9.8   3.19e-3 40.2    137.9     0.536    1.020      0.00
    577.9    1.3   43.4    189.0 0.126      26.1 1.41    12.00     0.085    1.716 
0.2L    :   9.53
    128.5    6.0   40.4    1.765   9.8   2.01e-3 36.0    100.9     0.371    0.719      0.00
   1039.6    1.7   39.5    189.0 0.112      32.1 1.92    24.00     0.085    1.662 
0.3L    :  14.30
    101.2    6.0   42.0    1.953   9.8   2.01e-3 36.1     69.4     0.246    0.719      0.00
   1335.1    1.9   41.1    189.0 0.083      33.3 1.91    24.00     0.085    2.188 
0.4L    :  19.07
     74.4    6.0   43.7    1.953   0.0   2.08e-3 36.3     48.6     0.167    0.282      0.00
   1461.9    1.9   42.8    189.0 0.064      34.1 1.88    24.00     0.085    1.408 
0.5L    :  23.83
     50.4    6.0   43.7    1.953   0.0   1.68e-3 34.9     17.5     0.085    0.282      0.00
   1469.3    1.9   42.8    189.0 0.044      38.5 2.12    24.00     0.085    2.232 
0.6L    :  28.60
     74.4    6.0   43.7    1.953   0.0   2.07e-3 36.3     48.6     0.167    0.282      0.00
   1461.9    1.9   42.8    189.0 0.064      34.1 1.88    24.00     0.085    1.408 
0.7L    :  33.37
    101.2    6.0   42.0    1.953   9.8   2.01e-3 36.1     69.3     0.246    0.719      0.00
   1335.0    1.9   41.1    189.0 0.083      33.3 1.91    24.00     0.085    2.188 
0.8L    :  38.13
    128.5    6.0   40.4    1.765   9.8   2.01e-3 36.0    100.9     0.371    0.719      0.00
   1039.6    1.7   39.5    189.0 0.112      32.1 1.92    24.00     0.085    1.662 
0.9L    :  42.90
    156.4    6.0   44.1    1.094   9.8   3.19e-3 40.2    137.9     0.536    1.020      0.00
    577.8    1.3   43.4    189.0 0.126      26.1 1.41    12.00     0.085    1.716 
Critical:  43.55
    160.4    6.0   44.1    1.057   9.8   3.37e-3 40.8    143.3     0.569    1.020      0.00
    497.4    1.3   43.5    189.0 0.129      25.1 1.36    12.00     0.085    1.637 
Transfer:  44.67
    167.6    6.0   44.1    0.991   9.8   4.54e-3 44.9    156.3     0.716    1.242      0.00
    357.4    1.2   43.5    189.0 0.135      20.1 1.09    12.00     0.085    1.616 
Bearing :  47.17
    183.4    6.0   44.1    0.165   1.6   6.00e-3 50.0    185.8     1.007    3.013      0.66
      0.0    0.2   44.0     31.5 0.153      16.3 0.87    12.00     0.085    1.628 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  382.83
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.77
 
 
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
    183.4      4.63     44.11    0.21       44.00    24.00      0.090      1.318      0.422      0.533 
Transfer:      2.50
    167.6      4.28     44.11    1.22       43.50    24.00      0.090      1.202      0.352      0.533 
Critical:      3.62
    160.5      4.10     44.11    1.30       43.46    24.00      0.090      1.143      0.317      0.400 
0.1L    :      4.27
    156.4      4.00     44.11    1.35       43.43    24.00      0.090      1.109      0.296      0.400 
0.2L    :      9.03
    128.5      3.61     40.36    1.69       39.52    24.00      0.090      0.979      0.219      0.282 
0.3L    :     13.80
    101.2      2.74     42.03    1.86       41.10    24.00      0.090      0.687      0.043      0.282 
0.4L    :     18.57
     74.4      1.93     43.69    1.86       42.76    24.00      0.090      0.419      0.000      0.282 
0.5L    :     23.33
     50.4      1.31     43.69    1.86       42.76    24.00      0.090      0.212      0.000      0.282 
0.6L    :     28.10
     74.4      1.93     43.69    1.86       42.76    24.00      0.090      0.419      0.000      0.282 
0.7L    :     32.87
    101.2      2.74     42.03    1.86       41.10    24.00      0.090      0.687      0.043      0.282 
0.8L    :     37.63
    128.5      3.61     40.36    1.69       39.52    24.00      0.090      0.979      0.219      0.282 
0.9L    :     42.40
    156.4      4.00     44.11    1.35       43.43    24.00      0.090      1.109      0.296      0.400 
Critical:     43.05
    160.5      4.10     44.11    1.30       43.46    24.00      0.090      1.143      0.317      0.400 
Transfer:     44.17
    167.6      4.28     44.11    1.22       43.50    24.00      0.090      1.202      0.352      0.533 
Bearing :     46.67
    183.4      4.63     44.11    0.21       44.00    24.00      0.090      1.318      0.422      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.27 ft
Prestress      :       0.219  1.80      0.394  2.20      0.482
Self Wt.       :      -0.052  1.85     -0.097  2.40     -0.125
Deck + Haunch  :                       -0.071  2.30     -0.164
DL-Prec. (DC)  :                       -0.014  3.00     -0.043
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 9.03 ft
Prestress      :       0.400  1.80      0.720  2.20      0.880
Self Wt.       :      -0.098  1.85     -0.182  2.40     -0.236
Deck + Haunch  :                       -0.142  2.30     -0.327
DL-Prec. (DC)  :                       -0.029  3.00     -0.086
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.017  3.00     -0.051
DL-Comp. (DW)  :                       -0.008  3.00     -0.023
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 13.80 ft
Prestress      :       0.534  1.80      0.960  2.20      1.174
Self Wt.       :      -0.134  1.85     -0.247  2.40     -0.321
Deck + Haunch  :                       -0.197  2.30     -0.454
DL-Prec. (DC)  :                       -0.040  3.00     -0.119
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.024  3.00     -0.071
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 18.57 ft
Prestress      :       0.614  1.80      1.105  2.20      1.350
Self Wt.       :      -0.156  1.85     -0.288  2.40     -0.373
Deck + Haunch  :                       -0.231  2.30     -0.532
DL-Prec. (DC)  :                       -0.046  3.00     -0.139
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.028  3.00     -0.084
DL-Comp. (DW)  :                       -0.012  3.00     -0.037
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 23.33 ft
Prestress      :       0.643  1.80      1.157  2.20      1.414
Self Wt.       :      -0.163  1.85     -0.302  2.40     -0.392
Deck + Haunch  :                       -0.243  2.30     -0.560
DL-Prec. (DC)  :                       -0.049  3.00     -0.147
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.029  3.00     -0.088
DL-Comp. (DW)  :                       -0.013  3.00     -0.039
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 28.10 ft
Prestress      :       0.614  1.80      1.105  2.20      1.350
Self Wt.       :      -0.156  1.85     -0.288  2.40     -0.373
Deck + Haunch  :                       -0.231  2.30     -0.532
DL-Prec. (DC)  :                       -0.046  3.00     -0.139
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.028  3.00     -0.084
DL-Comp. (DW)  :                       -0.012  3.00     -0.037
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 32.87 ft
Prestress      :       0.534  1.80      0.960  2.20      1.174
Self Wt.       :      -0.134  1.85     -0.247  2.40     -0.321
Deck + Haunch  :                       -0.197  2.30     -0.454
DL-Prec. (DC)  :                       -0.040  3.00     -0.119
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.024  3.00     -0.071
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 37.63 ft
Prestress      :       0.400  1.80      0.720  2.20      0.880
Self Wt.       :      -0.098  1.85     -0.182  2.40     -0.236
Deck + Haunch  :                       -0.142  2.30     -0.327
DL-Prec. (DC)  :                       -0.029  3.00     -0.086
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.017  3.00     -0.051
DL-Comp. (DW)  :                       -0.008  3.00     -0.023
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 42.40 ft
Prestress      :       0.219  1.80      0.394  2.20      0.482
Self Wt.       :      -0.052  1.85     -0.097  2.40     -0.125
Deck + Haunch  :                       -0.071  2.30     -0.164
DL-Prec. (DC)  :                       -0.014  3.00     -0.043
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
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
   354.8    38.1  1.274  267.1    1.4   1.22   1062.4  0.092T 1.00       -       -     -     -  
H/2     :   1.97
   283.3    37.9  1.048  267.6    1.2   1.01    874.0  0.112T 1.00       -       -     -     -  
0.1L    :   4.27
   577.9    38.7  1.406  266.9    1.6   1.35   1189.4  0.083T 1.00       -       -     -     -  
0.2L    :   9.03
  1065.1    40.4  1.765  266.3    2.0   1.69   1547.5  0.065T 1.00       -       -     -     -  
0.3L    :  13.80
  1385.2    42.0  1.953  266.1    2.2   1.86   1779.5  0.059T 1.00   1506.4  1506.4    1.18    -  
0.4L    :  18.57
  1572.1    43.7  1.953  266.2    2.2   1.86   1852.7  0.059T 1.00   1569.0  1569.0    1.18    -  
0.5L    :  23.33
  1608.4    43.7  1.953  266.2    2.2   1.86   1852.7  0.059T 1.00   1556.8  1556.8    1.19    -  
0.6L    :  28.10
  1572.0    43.7  1.953  266.2    2.2   1.86   1852.7  0.059T 1.00   1569.0  1569.0    1.18    -  
0.7L    :  32.87
  1385.1    42.0  1.953  266.1    2.2   1.86   1779.5  0.059T 1.00   1506.4  1506.4    1.18    -  
0.8L    :  37.63
  1065.0    40.4  1.765  266.3    2.0   1.69   1547.5  0.065T 1.00       -       -     -     -  
0.9L    :  42.40
   577.8    38.7  1.406  266.9    1.6   1.35   1189.4  0.083T 1.00       -       -     -     -  
H/2     :  44.70
   283.3    37.9  1.048  267.6    1.2   1.01    874.0  0.112T 1.00       -       -     -     -  
Transfer:  44.17
   354.8    38.1  1.274  267.1    1.4   1.22   1062.4  0.092T 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 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.117
        M   2.00 Fb     0.470
 
  2   1 E  36.00 Ft     0.208
        M   6.00 Fb     0.413
 
  3   1 E  34.00 Ft     0.504
        M   4.00 Fb     0.379
 
  4   2 E   6.00 Ft     0.394
        M   6.00 Fb     0.844
 
  5   2 E   2.00 Ft     0.163
        M   2.00 Fb     1.400
 
  6   1 E   2.00 Ft     0.048
        M   2.00 Fb     1.678
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 47.67            Release Length, ft: 47.67
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   9
No. of strands, Draped:   2           No. of strands, Straight:   7
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.35 %               Final losses: 12.26 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.948   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.327   0.4L/0.6L
      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)                  1852.65     1608.42     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.490     Midspan    1.800   0.080     Midspan
    Pre.Top:   3.000   0.911     Midspan    2.250   0.721     Midspan
    Pre.Bot:   3.000   1.074    Transfer    2.250   1.308    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.007     Bearing
    Pre.Bot:  -0.420   0.002     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.529     Midspan
    Pre.Bot:                                                             2.000   0.438    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  23.33 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.643  1.80      1.157  2.20      1.414
Self Wt.       :      -0.163  1.85     -0.302  2.40     -0.392
Deck + Haunch  :                       -0.243  2.30     -0.560
DL-Prec. (DC)  :                       -0.049  3.00     -0.147
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.029  3.00     -0.088
DL-Comp. (DW)  :                       -0.013  3.00     -0.039
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   46.67
     DC  Line       0.070      0.00       0.070   46.67
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    23.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 47.667 ft
Release length = 47.667 ft
Design  length = 46.667 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)  : 0.695   (Calculated)    
Live Moment (1  lane  loaded)  : 0.522   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.039   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.870   (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           1036.5 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           231991 in4#
Ht. of c.g.           =        17.06 in             33.64 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 = 0.9290

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     4.27     9.03    13.80    18.57    23.33
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    384.3    393.1    391.2    393.1    393.1    393.1    393.1    393.1
  Yb      ,  in    17.03    16.85    16.89    16.83    16.79    16.74    16.70    16.70
  MI(Ixx) , in4    62086    62641    62506    62746    63067    63445    63880    63880
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1038.2   1046.7   1044.9   1046.7   1046.7   1046.7   1046.7   1046.7
  Yb      ,  in    33.60    33.40    33.45    33.40    33.38    33.36    33.35    33.35
  MI(Ixx) , in4   232933   238018   236884   238327   239196   240122   241104   241104

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 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         =    4592.23 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:   9 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 19.07 ft from member end )
END PATTERN (Ycg = 10.22 in):
     5 @  2.000 in     2 @  6.000 in     1 @ 34.000 in     1 @ 36.000 in
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
     1 @  4.000 in     1 @  6.000 in
(B) Straight:
     5 @  2.000 in     2 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.95 in2      Initial Pull          =      382.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.066 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.083 ft
Holddown Force        =  11.060 kips     Beam Shrtng (PL/AE)   =      0.126 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)       
-------------------------------------------------------------------------------------
       429.656         740 317.945      4.689 18992.361   414.100     141.817        
 
 
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       0.1460      3.1460    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      2.7710     No
      2      US#5[M16]       60.00        0.62      10.50       2.7710      3.6499     No
      2      US#5[M16]       60.00        0.62      12.00       3.6460      6.6460     No
      2      US#5[M16]       60.00        0.62      12.60       6.6460      7.6982     No
      2      US#5[M16]       60.00        0.62      15.12*      7.6982      8.9600     No
      2      US#5[M16]       60.00        0.62      17.04*      8.9600     18.8750     No
      2      US#4[M13]       60.00        0.40      12.00       3.1460      7.1460    Yes
      2      US#4[M13]       60.00        0.40      13.25       7.1460      8.2598    Yes
      2      US#4[M13]       60.00        0.40      17.00*      8.2598     39.4072    Yes
      2      US#4[M13]       60.00        0.40      13.25      39.4072     40.5210    Yes
      2      US#4[M13]       60.00        0.40      12.00      40.5210     44.5210    Yes
      2      US#5[M16]       60.00        0.62      17.04*     28.7920     38.7070     No
      2      US#5[M16]       60.00        0.62      15.12*     38.7070     39.9688     No
      2      US#5[M16]       60.00        0.62      12.60      39.9688     41.0210     No
      2      US#5[M16]       60.00        0.62      12.00      41.0210     44.0210     No
      2      US#5[M16]       60.00        0.62      10.50      44.0171     44.8960     No
      2      US#5[M16]       60.00        0.62       9.00      44.8960     46.3960     No
      2      US#5[M16]       60.00        0.62       7.50      46.3960     47.0210     No
      2      US#5[M16]       60.00        0.62       3.00      47.0210     47.2710     No
      2      US#4[M13]       60.00        0.40       9.00      44.5210     47.5210    Yes
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
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 47.5000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.9530 in2       Ycg =  3.56 in
         P_init    =      382.8 kips  Ecc = 13.50 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    10.49 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.633 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.43 ksi    0.00 ksi
    due to Composite Loads                                 -1.07 ksi    0.00 ksi
    due to Live Loads                                      -4.70 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                         9.10 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 10.49 ksi  ( 5.35 %)            13.20 ksi ( 6.74 %)
Total Prestress Losses                                    23.70 ksi (12.09 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    22.0    17.5    36.0    67.7    90.4   103.9   108.5
(Max)       V       9.3     8.3     8.5     7.6     5.7     3.8     1.9     0.0
DL-Prec.  : M       0.0     4.3     3.4     7.0    13.1    17.5    20.1    21.0
DC(Max)     V       1.8     1.6     1.6     1.5     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.5    32.3    66.3   124.7   166.3   191.3   199.6
Haunch (Max)V      17.1    15.3    15.7    14.0    10.5     7.0     3.5     0.0
Diaphragm : M       0.0     0.4     0.3     0.6     1.3     2.0     2.7     3.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    16.3    13.0    26.8    50.3    67.1    77.2    80.6
DC(Max)     V       6.9     6.2     6.3     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     7.3     5.8    11.9    22.4    29.9    34.4    35.9
DW(Max)     V       3.1     2.8     2.8     2.5     1.9     1.3     0.6     0.0
LL + I    : M+      0.0   147.1   117.6   238.9   436.2   559.9   630.9   638.5
            V      95.1    87.6    89.2    82.3    69.2    56.1    41.9    15.5
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    95.1    87.6    89.2    82.3    69.6    57.4    45.4    35.5
            M      -0.0   148.7   119.2   238.9   420.6   529.2   563.5   553.4
Total     : M+      0.0   237.9   189.9   387.6   715.7   933.1  1060.6  1087.4
            V     133.5   121.9   124.4   113.7    92.8    71.9    49.8    15.6
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   133.5   121.9   124.4   113.7    93.2    73.1    53.3    35.6
            M      -0.0   239.5   191.5   387.6   700.1   902.5   993.2  1002.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.70   44.17   46.67
Self wt.  : M     103.9    90.4    67.7    36.0    17.5    22.0     0.0
(Max)       V       1.9     3.8     5.7     7.6     8.5     8.3     9.3
DL-Prec.  : M      20.1    17.5    13.1     7.0     3.4     4.3     0.0
DC(Max)     V       0.4     0.7     1.1     1.5     1.6     1.6     1.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     191.3   166.3   124.7    66.3    32.3    40.5     0.0
Haunch (Max)V       3.5     7.0    10.5    14.0    15.7    15.3    17.1
Diaphragm : M       2.6     1.9     1.3     0.6     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      77.2    67.1    50.3    26.8    13.0    16.3     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.3     6.2     6.9
DL-Comp   : M      34.4    29.9    22.4    11.9     5.8     7.3     0.0
DW(Max)     V       0.6     1.3     1.9     2.5     2.8     2.8     3.1
LL + I    : M+    630.9   559.9   436.2   238.9   117.6   147.1     0.0
            V      41.9    56.1    69.2    82.3    89.2    87.6    95.1
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    45.4    57.4    69.6    82.3    89.2    87.6    95.1
            M     563.5   529.2   420.6   238.9   119.2   148.7     0.0
Total     : M+   1060.5   933.1   715.7   387.6   189.9   237.9     0.0
            V      49.8    71.8    92.8   113.7   124.3   121.9   133.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    53.3    73.1    93.2   113.7   124.3   121.9   133.5
            M     993.1   902.4   700.1   387.6   191.5   239.5     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                9.3              9.3
Deck+Haunch            17.1             17.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.8              1.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           34.5             34.5
DL-Comp.(DW)           15.4             15.4
Live                   72.5             72.5
        Truck          57.6             57.6
        Lane           14.9             14.9
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    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    22.0    17.5    36.0    67.7    90.4   103.9   108.5
(Max)       V       9.3     8.3     8.5     7.6     5.7     3.8     1.9     0.0
DL-Prec.  : M       0.0     4.3     3.4     7.0    13.1    17.5    20.1    21.0
DC(Max)     V       1.8     1.6     1.6     1.5     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.5    32.3    66.3   124.7   166.3   191.3   199.6
Haunch (Max)V      17.1    15.3    15.7    14.0    10.5     7.0     3.5     0.0
Diaphragm : M       0.0     0.4     0.3     0.6     1.3     2.0     2.7     3.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    16.3    13.0    26.8    50.3    67.1    77.2    80.6
DC(Max)     V       6.9     6.2     6.3     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     7.3     5.8    11.9    22.4    29.9    34.4    35.9
DW(Max)     V       3.1     2.8     2.8     2.5     1.9     1.3     0.6     0.0
LL + I    : M+      0.0   117.7    94.1   191.1   349.0   447.9   504.7   510.8
            V      76.1    70.1    71.4    65.9    55.4    44.9    33.5    12.4
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    76.1    70.1    71.4    65.9    55.7    45.9    36.3    28.4
            M      -0.0   119.0    95.4   191.1   336.5   423.4   450.8   442.7
Total     : M+      0.0   208.4   166.4   339.8   628.5   821.2   934.4   959.7
            V     114.4   104.4   106.5    97.2    78.9    60.6    41.4    12.5
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   114.4   104.4   106.5    97.2    79.3    61.6    44.3    28.5
            M      -0.0   209.7   167.7   339.8   616.0   796.6   880.5   891.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.70   44.17   46.67
Self wt.  : M     103.9    90.4    67.7    36.0    17.5    22.0     0.0
(Max)       V       1.9     3.8     5.7     7.6     8.5     8.3     9.3
DL-Prec.  : M      20.1    17.5    13.1     7.0     3.4     4.3     0.0
DC(Max)     V       0.4     0.7     1.1     1.5     1.6     1.6     1.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     191.3   166.3   124.7    66.3    32.3    40.5     0.0
Haunch (Max)V       3.5     7.0    10.5    14.0    15.7    15.3    17.1
Diaphragm : M       2.6     1.9     1.3     0.6     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      77.2    67.1    50.3    26.8    13.0    16.3     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.3     6.2     6.9
DL-Comp   : M      34.4    29.9    22.4    11.9     5.8     7.3     0.0
DW(Max)     V       0.6     1.3     1.9     2.5     2.8     2.8     3.1
LL + I    : M+    504.7   447.9   349.0   191.1    94.1   117.7     0.0
            V      33.5    44.9    55.4    65.9    71.4    70.1    76.1
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    36.3    45.9    55.7    65.9    71.4    70.1    76.1
            M     450.8   423.4   336.5   191.1    95.4   119.0     0.0
Total     : M+    934.3   821.1   628.5   339.8   166.4   208.4     0.0
            V      41.4    60.6    78.9    97.2   106.5   104.4   114.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    44.3    61.6    79.3    97.2   106.5   104.4   114.4
            M     880.4   796.5   616.0   339.8   167.7   209.7     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    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    27.5    21.9    45.1    84.7   112.9   129.9   135.6
(Max)       V      11.6    10.4    10.6     9.5     7.1     4.7     2.4     0.0
Self wt.  : M       0.0    19.8    15.8    32.4    61.0    81.3    93.5    97.6
(Min)       V       8.4     7.5     7.7     6.8     5.1     3.4     1.7     0.0
DL-Prec.  : M       0.0     5.3     4.2     8.7    16.4    21.9    25.1    26.2
DC(Max)     V       2.2     2.0     2.1     1.8     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     3.8     3.1     6.3    11.8    15.7    18.1    18.9
DC(Min)     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
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    50.6    40.3    82.9   155.8   207.9   239.1   249.5
Haunch (Max)V      21.4    19.1    19.6    17.5    13.1     8.7     4.4     0.0
Deck +    : M       0.0    36.4    29.0    59.7   112.2   149.7   172.2   179.7
Haunch (Min)V      15.4    13.8    14.1    12.6     9.4     6.3     3.1     0.0
Diaphragm : M       0.0     0.5     0.4     0.8     1.6     2.5     3.4     4.1
(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     0.6     1.2     1.8     2.4     2.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    20.4    16.3    33.5    62.9    83.9    96.5   100.7
DC(Max)     V       8.6     7.7     7.9     7.1     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    14.7    11.7    24.1    45.3    60.4    69.5    72.5
DC(Min)     V       6.2     5.6     5.7     5.1     3.8     2.5     1.3     0.0
DL-Comp   : M       0.0    10.9     8.7    17.9    33.7    44.9    51.7    53.9
DW(Max)     V       4.6     4.1     4.2     3.8     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     4.7     3.8     7.8    14.6    19.5    22.4    23.4
DW(Min)     V       2.0     1.8     1.8     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   257.5   205.7   418.1   763.3   979.9  1104.1  1117.4
            V     166.5   153.4   156.2   144.1   121.1    98.2    73.3    27.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   166.5   153.4   156.2   144.1   121.9   100.4    79.4    62.1
            M      -0.0   260.3   208.6   418.1   736.0   926.2   986.1   968.4
Total     : M+      0.0   372.7   297.6   607.0  1118.4  1453.9  1649.8  1687.5
            V     215.2   196.9   200.8   183.9   151.1   118.2    83.4    27.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   215.2   196.9   200.8   183.9   151.8   120.4    89.5    62.3
            M      -0.0   375.5   300.5   607.0  1091.1  1400.2  1531.8  1538.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.70   44.17   46.67
Self wt.  : M     129.9   112.9    84.7    45.1    21.9    27.5     0.0
(Max)       V       2.4     4.7     7.1     9.5    10.6    10.4    11.6
Self wt.  : M      93.5    81.3    61.0    32.4    15.8    19.8     0.0
(Min)       V       1.7     3.4     5.1     6.8     7.7     7.5     8.4
DL-Prec.  : M      25.1    21.9    16.4     8.7     4.2     5.3     0.0
DC(Max)     V       0.5     0.9     1.4     1.8     2.1     2.0     2.2
DL-Prec.  : M      18.1    15.7    11.8     6.3     3.1     3.8     0.0
DC(Min)     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
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     239.1   207.9   155.8    82.9    40.3    50.6     0.0
Haunch (Max)V       4.4     8.7    13.1    17.5    19.6    19.1    21.4
Deck +    : M     172.2   149.7   112.2    59.7    29.0    36.4     0.0
Haunch (Min)V       3.1     6.3     9.4    12.6    14.1    13.8    15.4
Diaphragm : M       3.3     2.4     1.6     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       2.3     1.7     1.1     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      96.5    83.9    62.9    33.5    16.3    20.4     0.0
DC(Max)     V       1.8     3.5     5.3     7.1     7.9     7.7     8.6
DL-Comp   : M      69.5    60.4    45.3    24.1    11.7    14.7     0.0
DC(Min)     V       1.3     2.5     3.8     5.1     5.7     5.6     6.2
DL-Comp   : M      51.7    44.9    33.7    17.9     8.7    10.9     0.0
DW(Max)     V       0.9     1.9     2.8     3.8     4.2     4.1     4.6
DL-Comp   : M      22.4    19.5    14.6     7.8     3.8     4.7     0.0
DW(Min)     V       0.4     0.8     1.2     1.6     1.8     1.8     2.0
LL + I    : M+   1104.1   979.9   763.3   418.1   205.7   257.5     0.0
            V      73.3    98.2   121.1   144.1   156.2   153.4   166.5
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    79.4   100.4   121.9   144.1   156.2   153.4   166.5
            M     986.1   926.2   736.0   418.1   208.6   260.3     0.0
Total     : M+   1649.7  1453.8  1118.3   606.9   297.6   372.7     0.0
            V      83.4   118.2   151.0   183.9   200.8   196.9   215.2
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    89.5   120.4   151.8   183.9   200.8   196.9   215.2
            M    1531.7  1400.1  1091.0   606.9   300.4   375.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.6             11.6
Deck+Haunch            21.4             21.4
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.2              2.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           43.2             43.2
DL-Comp.(DW)           23.1             23.1
Live                  126.9            126.9
        Truck         100.8            100.8
        Lane           26.1             26.1
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    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    22.0    17.5    36.0    67.7    90.4   103.9   108.5
(Max)       V       9.3     8.3     8.5     7.6     5.7     3.8     1.9     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     4.3     3.4     7.0    13.1    17.5    20.1    21.0
DC(Max)     V       1.8     1.6     1.6     1.5     1.1     0.7     0.4     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    40.5    32.3    66.3   124.7   166.3   191.3   199.6
Haunch (Max)V      17.1    15.3    15.7    14.0    10.5     7.0     3.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.6     1.3     2.0     2.7     3.3
(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    16.3    13.0    26.8    50.3    67.1    77.2    80.6
DC(Max)     V       6.9     6.2     6.3     5.6     4.2     2.8     1.4     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     7.3     5.8    11.9    22.4    29.9    34.4    35.9
DW(Max)     V       3.1     2.8     2.8     2.5     1.9     1.3     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   103.6    83.0   166.1   290.9   371.5   421.7   431.8
            V      76.8    69.8    71.3    64.8    53.6    44.8    37.8    25.2
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    76.8    69.8    71.3    64.8    53.6    44.8    37.8    30.8
            M       0.0   103.6    83.0   166.1   290.9   371.5   421.7   431.8
Total     : M+      0.0   194.3   155.3   314.8   570.5   744.7   851.4   880.7
            V     115.2   104.0   106.4    96.2    77.2    60.6    45.8    25.4
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   115.2   104.0   106.4    96.2    77.2    60.6    45.8    31.0
            M       0.0   194.3   155.3   314.8   570.5   744.7   851.4   880.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.70   44.17   46.67
Self wt.  : M     103.9    90.4    67.7    36.0    17.5    22.0     0.0
(Max)       V       1.9     3.8     5.7     7.6     8.5     8.3     9.3
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      20.1    17.5    13.1     7.0     3.4     4.3     0.0
DC(Max)     V       0.4     0.7     1.1     1.5     1.6     1.6     1.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     191.3   166.3   124.7    66.3    32.3    40.5     0.0
Haunch (Max)V       3.5     7.0    10.5    14.0    15.7    15.3    17.1
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       2.6     1.9     1.3     0.6     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      77.2    67.1    50.3    26.8    13.0    16.3     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.3     6.2     6.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      34.4    29.9    22.4    11.9     5.8     7.3     0.0
DW(Max)     V       0.6     1.3     1.9     2.5     2.8     2.8     3.1
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+    421.7   371.5   290.9   166.1    83.0   103.6     0.0
            V      37.8    44.8    53.6    64.8    71.3    69.8    76.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    37.8    44.8    53.6    64.8    71.3    69.8    76.8
            M     421.7   371.5   290.9   166.1    83.0   103.6     0.0
Total     : M+    851.3   744.6   570.4   314.8   155.3   194.3     0.0
            V      45.8    60.6    77.2    96.2   106.4   104.0   115.2
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    45.8    60.6    77.2    96.2   106.4   104.0   115.2
            M     851.3   744.6   570.4   314.8   155.3   194.3     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.77    9.53   14.30   19.07   23.83
 
Beam-Self
Precast-top    0.113   0.173   0.306   0.400   0.455   0.474 
Bottom        -0.086  -0.131  -0.231  -0.301  -0.341  -0.355 
 
Prestress
Precast-top   -0.065  -0.145  -0.361  -0.573  -0.783  -0.783 
Bottom         1.764   1.824   1.982   2.137   2.289   2.289 
 
Total
Precast-top    0.048   0.027  -0.055  -0.173  -0.327  -0.308 
Bottom         1.678   1.693   1.751   1.836   1.948   1.934 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.43 %)
             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    4.27    9.03   13.80   18.57   23.33
 
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   0.025   0.047   0.063   0.072   0.075 
Precast-top    0.007   0.234   0.202   0.348   0.575   0.682   0.671   0.732 
Bottom         0.255   1.306   1.076   1.196   0.973   0.857   0.844   0.791 
 

 
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    4.77    9.53   14.30   19.07   23.83
 
Beam-Self
Precast-top    0.113   0.173   0.306   0.400   0.455   0.474 
Bottom        -0.086  -0.131  -0.231  -0.301  -0.341  -0.355 
 
Prestress
Precast-top   -0.065  -0.145  -0.361  -0.573  -0.783  -0.783 
Bottom         1.764   1.824   1.982   2.137   2.289   2.289 
 
Total
Precast-top    0.048   0.027  -0.055  -0.173  -0.327  -0.308 
Bottom         1.678   1.693   1.751   1.836   1.948   1.934 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.397   0.358 
Ast_prvd, in2  0.880   0.880   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.43 %)
             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    4.27    9.03   13.80   18.57   23.33
 
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    4.27    9.03   13.80   18.57   23.33
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   0.075   0.060   0.120   0.212   0.271   0.307   0.315 
Precast-top    0.004   0.146   0.125   0.221   0.370   0.446   0.454   0.488 
Bottom         0.128   0.479   0.397   0.319  -0.000  -0.191  -0.278  -0.321 
 

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
    215.2    6.0   44.1    0.165   1.6   6.00e-3 50.0    221.2     1.198    3.013      0.91
      0.0    0.2   44.0     31.5 0.180      16.3 0.87    12.00     0.085    1.387 
Transfer:   3.00
    196.9    6.0   44.1    0.989   9.8   6.00e-3 50.0    192.8     1.055    1.242      0.00
    375.5    1.1   43.6    189.0 0.160      16.1 0.87    12.00     0.085    1.156 
Critical:   4.13
    188.5    6.0   44.1    1.056   9.8   5.25e-3 47.4    181.7     0.907    1.020      0.00
    523.0    1.2   43.5    189.0 0.153      17.9 0.97    12.00     0.085    1.108 
0.1L    :   4.77
    183.9    6.0   44.1    1.093   9.8   4.55e-3 44.9    174.5     0.801    1.020      0.00
    607.0    1.2   43.5    189.0 0.149      20.1 1.09    12.00     0.085    1.234 
0.2L    :   9.53
    151.8    6.0   40.4    1.763   9.8   2.78e-3 38.7    132.7     0.537    0.719      0.00
   1091.1    1.5   39.6    189.0 0.134      26.1 1.56    12.00     0.085    1.266 
0.3L    :  14.30
    120.4    6.0   42.0    1.953   9.8   2.69e-3 38.4     96.2     0.370    0.719      0.00
   1400.2    1.7   41.2    189.0 0.100      27.8 1.59    24.00     0.085    1.677 
0.4L    :  19.07
     89.5    6.0   43.7    1.953   0.0   2.69e-3 38.4     70.5     0.261    0.282      0.00
   1531.8    1.7   42.8    189.0 0.077      28.9 1.59    24.00     0.085    1.058 
0.5L    :  23.83
     62.3    6.0   43.7    1.953   0.0   2.23e-3 36.8     36.5     0.128    0.282      0.00
   1538.5    1.7   42.8    189.0 0.054      32.6 1.80    24.00     0.085    1.641 
0.6L    :  28.60
     89.5    6.0   43.7    1.953   0.0   2.68e-3 38.4     70.5     0.261    0.282      0.00
   1531.7    1.7   42.8    189.0 0.077      28.9 1.59    24.00     0.085    1.058 
0.7L    :  33.37
    120.4    6.0   42.0    1.953   9.8   2.69e-3 38.4     96.2     0.370    0.719      0.00
   1400.1    1.7   41.2    189.0 0.100      27.8 1.59    24.00     0.085    1.677 
0.8L    :  38.13
    151.8    6.0   40.4    1.763   9.8   2.78e-3 38.7    132.7     0.537    0.719      0.00
   1091.0    1.5   39.6    189.0 0.134      26.1 1.56    12.00     0.085    1.266 
0.9L    :  42.90
    183.9    6.0   44.1    1.093   9.8   4.55e-3 44.9    174.5     0.801    1.020      0.00
    606.9    1.2   43.5    189.0 0.149      20.1 1.09    12.00     0.085    1.234 
Critical:  43.54
    188.5    6.0   44.1    1.056   9.8   5.25e-3 47.4    181.7     0.907    1.020      0.00
    523.0    1.2   43.5    189.0 0.153      17.9 0.97    12.00     0.085    1.108 
Transfer:  44.67
    196.9    6.0   44.1    0.989   9.8   6.00e-3 50.0    192.8     1.055    1.242      0.00
    375.5    1.1   43.6    189.0 0.160      16.1 0.87    12.00     0.085    1.156 
Bearing :  47.17
    215.2    6.0   44.1    0.165   1.6   6.00e-3 50.0    221.2     1.198    3.013      0.91
      0.0    0.2   44.0     31.5 0.180      16.3 0.87    12.00     0.085    1.388 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  382.83
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.77
 
 
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
    215.2      5.43     44.11    0.19       44.01    24.00      0.090      1.586      0.582      0.533*
Transfer:      2.50
    196.9      5.02     44.11    1.11       43.55    24.00      0.090      1.449      0.501      0.533 
Critical:      3.63
    188.6      4.82     44.11    1.19       43.51    24.00      0.090      1.381      0.459      0.400*
0.1L    :      4.27
    183.9      4.70     44.11    1.23       43.49    24.00      0.090      1.341      0.436      0.400*
0.2L    :      9.03
    151.8      4.26     40.36    1.54       39.59    24.00      0.090      1.195      0.348      0.282*
0.3L    :     13.80
    120.4      3.25     42.03    1.70       41.18    24.00      0.090      0.858      0.146      0.282 
0.4L    :     18.57
     89.5      2.32     43.69    1.70       42.84    24.00      0.090      0.549      0.000      0.282 
0.5L    :     23.33
     62.3      1.61     43.69    1.70       42.84    24.00      0.090      0.313      0.000      0.282 
0.6L    :     28.10
     89.5      2.32     43.69    1.70       42.84    24.00      0.090      0.549      0.000      0.282 
0.7L    :     32.87
    120.4      3.25     42.03    1.70       41.18    24.00      0.090      0.858      0.146      0.282 
0.8L    :     37.63
    151.8      4.26     40.36    1.54       39.59    24.00      0.090      1.195      0.348      0.282*
0.9L    :     42.40
    183.9      4.70     44.11    1.23       43.49    24.00      0.090      1.341      0.436      0.400*
Critical:     43.04
    188.6      4.82     44.11    1.19       43.51    24.00      0.090      1.380      0.459      0.400*
Transfer:     44.17
    196.9      5.02     44.11    1.11       43.55    24.00      0.090      1.449      0.501      0.533 
Bearing :     46.67
    215.2      5.43     44.11    0.19       44.01    24.00      0.090      1.586      0.582      0.533*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.27 ft
Prestress      :       0.219  1.80      0.394  2.20      0.482
Self Wt.       :      -0.052  1.85     -0.097  2.40     -0.125
Deck + Haunch  :                       -0.078  2.30     -0.180
DL-Prec. (DC)  :                       -0.008  3.00     -0.025
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.025
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 9.03 ft
Prestress      :       0.400  1.80      0.720  2.20      0.880
Self Wt.       :      -0.098  1.85     -0.182  2.40     -0.236
Deck + Haunch  :                       -0.156  2.30     -0.359
DL-Prec. (DC)  :                       -0.016  3.00     -0.049
Diaphragm      :                       -0.002  3.00     -0.006
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 0.3 x L = 13.80 ft
Prestress      :       0.534  1.80      0.960  2.20      1.174
Self Wt.       :      -0.134  1.85     -0.247  2.40     -0.321
Deck + Haunch  :                       -0.216  2.30     -0.497
DL-Prec. (DC)  :                       -0.023  3.00     -0.068
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.069
DL-Comp. (DW)  :                       -0.010  3.00     -0.031
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 18.57 ft
Prestress      :       0.614  1.80      1.105  2.20      1.350
Self Wt.       :      -0.156  1.85     -0.288  2.40     -0.373
Deck + Haunch  :                       -0.254  2.30     -0.583
DL-Prec. (DC)  :                       -0.027  3.00     -0.080
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.027  3.00     -0.081
DL-Comp. (DW)  :                       -0.012  3.00     -0.036
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 23.33 ft
Prestress      :       0.643  1.80      1.157  2.20      1.414
Self Wt.       :      -0.163  1.85     -0.302  2.40     -0.392
Deck + Haunch  :                       -0.267  2.30     -0.614
DL-Prec. (DC)  :                       -0.028  3.00     -0.084
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.029  3.00     -0.086
DL-Comp. (DW)  :                       -0.013  3.00     -0.038
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 28.10 ft
Prestress      :       0.614  1.80      1.105  2.20      1.350
Self Wt.       :      -0.156  1.85     -0.288  2.40     -0.373
Deck + Haunch  :                       -0.254  2.30     -0.583
DL-Prec. (DC)  :                       -0.027  3.00     -0.080
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.027  3.00     -0.081
DL-Comp. (DW)  :                       -0.012  3.00     -0.036
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 32.87 ft
Prestress      :       0.534  1.80      0.960  2.20      1.174
Self Wt.       :      -0.134  1.85     -0.247  2.40     -0.321
Deck + Haunch  :                       -0.216  2.30     -0.497
DL-Prec. (DC)  :                       -0.023  3.00     -0.068
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.069
DL-Comp. (DW)  :                       -0.010  3.00     -0.031
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 37.63 ft
Prestress      :       0.400  1.80      0.720  2.20      0.880
Self Wt.       :      -0.098  1.85     -0.182  2.40     -0.236
Deck + Haunch  :                       -0.156  2.30     -0.359
DL-Prec. (DC)  :                       -0.016  3.00     -0.049
Diaphragm      :                       -0.002  3.00     -0.006
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 0.9 x L = 42.40 ft
Prestress      :       0.219  1.80      0.394  2.20      0.482
Self Wt.       :      -0.052  1.85     -0.097  2.40     -0.125
Deck + Haunch  :                       -0.078  2.30     -0.180
DL-Prec. (DC)  :                       -0.008  3.00     -0.025
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.025
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
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
   372.7    38.1  1.272  267.4    1.3   1.11   1063.6  0.101T 1.00       -       -     -     -  
H/2     :   1.97
   297.6    37.9  1.047  267.8    1.1   0.92    874.7  0.123T 1.00       -       -     -     -  
0.1L    :   4.27
   607.0    38.7  1.405  267.2    1.4   1.23   1191.1  0.091T 1.00       -       -     -     -  
0.2L    :   9.03
  1118.4    40.4  1.763  266.6    1.8   1.54   1550.7  0.072T 1.00       -       -     -     -  
0.3L    :  13.80
  1453.9    42.0  1.953  266.4    2.0   1.70   1785.3  0.065T 1.00    266.7   266.7    6.69    -  
0.4L    :  18.57
  1649.8    43.7  1.953  266.5    2.0   1.70   1858.5  0.065T 1.00    234.4   234.4    7.93    -  
0.5L    :  23.33
  1687.5    43.7  1.953  266.5    2.0   1.70   1858.5  0.065T 1.00    221.6   221.6    8.39    -  
0.6L    :  28.10
  1649.7    43.7  1.953  266.5    2.0   1.70   1858.5  0.065T 1.00    234.5   234.5    7.93    -  
0.7L    :  32.87
  1453.8    42.0  1.953  266.4    2.0   1.70   1785.3  0.065T 1.00    266.8   266.8    6.69    -  
0.8L    :  37.63
  1118.3    40.4  1.763  266.6    1.8   1.54   1550.7  0.072T 1.00       -       -     -     -  
0.9L    :  42.40
   606.9    38.7  1.405  267.2    1.4   1.23   1191.1  0.091T 1.00       -       -     -     -  
H/2     :  44.70
   297.6    37.9  1.047  267.8    1.1   0.92    874.7  0.123T 1.00       -       -     -     -  
Transfer:  44.17
   372.7    38.1  1.272  267.4    1.3   1.11   1063.6  0.101T 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 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.117
        M   2.00 Fb     0.470
 
  2   1 E  36.00 Ft     0.208
        M   6.00 Fb     0.413
 
  3   1 E  34.00 Ft     0.504
        M   4.00 Fb     0.379
 
  4   2 E   6.00 Ft     0.394
        M   6.00 Fb     0.844
 
  5   2 E   2.00 Ft     0.163
        M   2.00 Fb     1.400
 
  6   1 E   2.00 Ft     0.048
        M   2.00 Fb     1.678
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 47.67            Release Length, ft: 47.67
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   9
No. of strands, Draped:   2           No. of strands, Straight:   7
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.35 %               Final losses: 12.09 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.948   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.327   0.4L/0.6L
      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)                  1858.52     1687.52     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   0.075     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.732     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.306    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   0.488     Midspan
    Pre.Bot:                                                             2.000   0.479    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  23.33 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.643  1.80      1.157  2.20      1.414
Self Wt.       :      -0.163  1.85     -0.302  2.40     -0.392
Deck + Haunch  :                       -0.267  2.30     -0.614
DL-Prec. (DC)  :                       -0.028  3.00     -0.084
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.029  3.00     -0.086
DL-Comp. (DW)  :                       -0.013  3.00     -0.038
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   46.67
     DC  Line       0.070      0.00       0.070   46.67
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    23.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 47.667 ft
Release length = 47.667 ft
Design  length = 46.667 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)  : 0.695   (Calculated)    
Live Moment (1  lane  loaded)  : 0.522   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.039   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.870   (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           1036.5 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           231991 in4#
Ht. of c.g.           =        17.06 in             33.64 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 = 0.9290

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     4.27     9.03    13.80    18.57    23.33
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    384.3    393.1    391.2    393.1    393.1    393.1    393.1    393.1
  Yb      ,  in    17.03    16.85    16.89    16.83    16.79    16.74    16.70    16.70
  MI(Ixx) , in4    62086    62641    62506    62746    63067    63445    63880    63880
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1038.2   1046.7   1044.9   1046.7   1046.7   1046.7   1046.7   1046.7
  Yb      ,  in    33.60    33.40    33.45    33.40    33.38    33.36    33.35    33.35
  MI(Ixx) , in4   232933   238018   236884   238327   239196   240122   241104   241104

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 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         =    4592.23 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:   9 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 19.07 ft from member end )
END PATTERN (Ycg = 10.22 in):
     5 @  2.000 in     2 @  6.000 in     1 @ 34.000 in     1 @ 36.000 in
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
     1 @  4.000 in     1 @  6.000 in
(B) Straight:
     5 @  2.000 in     2 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.95 in2      Initial Pull          =      382.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.066 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.083 ft
Holddown Force        =  11.060 kips     Beam Shrtng (PL/AE)   =      0.126 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)       
-------------------------------------------------------------------------------------
       429.656         740 317.945      4.689 18992.361   414.100     141.817        
 
 
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       0.1460      3.1460    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      2.7710     No
      2      US#5[M16]       60.00        0.62      10.50       2.7710      3.6499     No
      2      US#5[M16]       60.00        0.62      12.00       3.6460      6.6460     No
      2      US#5[M16]       60.00        0.62      12.60       6.6460      7.6982     No
      2      US#5[M16]       60.00        0.62      15.12*      7.6982      8.9600     No
      2      US#5[M16]       60.00        0.62      17.04*      8.9600     18.8750     No
      2      US#4[M13]       60.00        0.40      12.00       3.1460      7.1460    Yes
      2      US#4[M13]       60.00        0.40      13.25       7.1460      8.2598    Yes
      2      US#4[M13]       60.00        0.40      17.00*      8.2598     39.4072    Yes
      2      US#4[M13]       60.00        0.40      13.25      39.4072     40.5210    Yes
      2      US#4[M13]       60.00        0.40      12.00      40.5210     44.5210    Yes
      2      US#5[M16]       60.00        0.62      17.04*     28.7920     38.7070     No
      2      US#5[M16]       60.00        0.62      15.12*     38.7070     39.9688     No
      2      US#5[M16]       60.00        0.62      12.60      39.9688     41.0210     No
      2      US#5[M16]       60.00        0.62      12.00      41.0210     44.0210     No
      2      US#5[M16]       60.00        0.62      10.50      44.0171     44.8960     No
      2      US#5[M16]       60.00        0.62       9.00      44.8960     46.3960     No
      2      US#5[M16]       60.00        0.62       7.50      46.3960     47.0210     No
      2      US#5[M16]       60.00        0.62       3.00      47.0210     47.2710     No
      2      US#4[M13]       60.00        0.40       9.00      44.5210     47.5210    Yes
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
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 47.5000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.9530 in2       Ycg =  3.56 in
         P_init    =      382.8 kips  Ecc = 13.50 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    10.49 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.633 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.43 ksi    0.00 ksi
    due to Composite Loads                                 -1.07 ksi    0.00 ksi
    due to Live Loads                                      -4.70 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                         9.10 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 10.49 ksi  ( 5.35 %)            13.20 ksi ( 6.74 %)
Total Prestress Losses                                    23.70 ksi (12.09 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    22.0    17.5    36.0    67.7    90.4   103.9   108.5
(Max)       V       9.3     8.3     8.5     7.6     5.7     3.8     1.9     0.0
DL-Prec.  : M       0.0     4.3     3.4     7.0    13.1    17.5    20.1    21.0
DC(Max)     V       1.8     1.6     1.6     1.5     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.5    32.3    66.3   124.7   166.3   191.3   199.6
Haunch (Max)V      17.1    15.3    15.7    14.0    10.5     7.0     3.5     0.0
Diaphragm : M       0.0     0.4     0.3     0.6     1.3     2.0     2.7     3.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    16.3    13.0    26.8    50.3    67.1    77.2    80.6
DC(Max)     V       6.9     6.2     6.3     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     7.3     5.8    11.9    22.4    29.9    34.4    35.9
DW(Max)     V       3.1     2.8     2.8     2.5     1.9     1.3     0.6     0.0
LL + I    : M+      0.0   147.1   117.6   238.9   436.2   559.9   630.9   638.5
            V      95.1    87.6    89.2    82.3    69.2    56.1    41.9    15.5
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    95.1    87.6    89.2    82.3    69.6    57.4    45.4    35.5
            M      -0.0   148.7   119.2   238.9   420.6   529.2   563.5   553.4
Total     : M+      0.0   237.9   189.9   387.6   715.7   933.1  1060.6  1087.4
            V     133.5   121.9   124.4   113.7    92.8    71.9    49.8    15.6
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   133.5   121.9   124.4   113.7    93.2    73.1    53.3    35.6
            M      -0.0   239.5   191.5   387.6   700.1   902.5   993.2  1002.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.70   44.17   46.67
Self wt.  : M     103.9    90.4    67.7    36.0    17.5    22.0     0.0
(Max)       V       1.9     3.8     5.7     7.6     8.5     8.3     9.3
DL-Prec.  : M      20.1    17.5    13.1     7.0     3.4     4.3     0.0
DC(Max)     V       0.4     0.7     1.1     1.5     1.6     1.6     1.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     191.3   166.3   124.7    66.3    32.3    40.5     0.0
Haunch (Max)V       3.5     7.0    10.5    14.0    15.7    15.3    17.1
Diaphragm : M       2.6     1.9     1.3     0.6     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      77.2    67.1    50.3    26.8    13.0    16.3     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.3     6.2     6.9
DL-Comp   : M      34.4    29.9    22.4    11.9     5.8     7.3     0.0
DW(Max)     V       0.6     1.3     1.9     2.5     2.8     2.8     3.1
LL + I    : M+    630.9   559.9   436.2   238.9   117.6   147.1     0.0
            V      41.9    56.1    69.2    82.3    89.2    87.6    95.1
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    45.4    57.4    69.6    82.3    89.2    87.6    95.1
            M     563.5   529.2   420.6   238.9   119.2   148.7     0.0
Total     : M+   1060.5   933.1   715.7   387.6   189.9   237.9     0.0
            V      49.8    71.8    92.8   113.7   124.3   121.9   133.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    53.3    73.1    93.2   113.7   124.3   121.9   133.5
            M     993.1   902.4   700.1   387.6   191.5   239.5     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                9.3              9.3
Deck+Haunch            17.1             17.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.8              1.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           34.5             34.5
DL-Comp.(DW)           15.4             15.4
Live                   72.5             72.5
        Truck          57.6             57.6
        Lane           14.9             14.9
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    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    22.0    17.5    36.0    67.7    90.4   103.9   108.5
(Max)       V       9.3     8.3     8.5     7.6     5.7     3.8     1.9     0.0
DL-Prec.  : M       0.0     4.3     3.4     7.0    13.1    17.5    20.1    21.0
DC(Max)     V       1.8     1.6     1.6     1.5     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.5    32.3    66.3   124.7   166.3   191.3   199.6
Haunch (Max)V      17.1    15.3    15.7    14.0    10.5     7.0     3.5     0.0
Diaphragm : M       0.0     0.4     0.3     0.6     1.3     2.0     2.7     3.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    16.3    13.0    26.8    50.3    67.1    77.2    80.6
DC(Max)     V       6.9     6.2     6.3     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     7.3     5.8    11.9    22.4    29.9    34.4    35.9
DW(Max)     V       3.1     2.8     2.8     2.5     1.9     1.3     0.6     0.0
LL + I    : M+      0.0   117.7    94.1   191.1   349.0   447.9   504.7   510.8
            V      76.1    70.1    71.4    65.9    55.4    44.9    33.5    12.4
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    76.1    70.1    71.4    65.9    55.7    45.9    36.3    28.4
            M      -0.0   119.0    95.4   191.1   336.5   423.4   450.8   442.7
Total     : M+      0.0   208.4   166.4   339.8   628.5   821.2   934.4   959.7
            V     114.4   104.4   106.5    97.2    78.9    60.6    41.4    12.5
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   114.4   104.4   106.5    97.2    79.3    61.6    44.3    28.5
            M      -0.0   209.7   167.7   339.8   616.0   796.6   880.5   891.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.70   44.17   46.67
Self wt.  : M     103.9    90.4    67.7    36.0    17.5    22.0     0.0
(Max)       V       1.9     3.8     5.7     7.6     8.5     8.3     9.3
DL-Prec.  : M      20.1    17.5    13.1     7.0     3.4     4.3     0.0
DC(Max)     V       0.4     0.7     1.1     1.5     1.6     1.6     1.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     191.3   166.3   124.7    66.3    32.3    40.5     0.0
Haunch (Max)V       3.5     7.0    10.5    14.0    15.7    15.3    17.1
Diaphragm : M       2.6     1.9     1.3     0.6     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      77.2    67.1    50.3    26.8    13.0    16.3     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.3     6.2     6.9
DL-Comp   : M      34.4    29.9    22.4    11.9     5.8     7.3     0.0
DW(Max)     V       0.6     1.3     1.9     2.5     2.8     2.8     3.1
LL + I    : M+    504.7   447.9   349.0   191.1    94.1   117.7     0.0
            V      33.5    44.9    55.4    65.9    71.4    70.1    76.1
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    36.3    45.9    55.7    65.9    71.4    70.1    76.1
            M     450.8   423.4   336.5   191.1    95.4   119.0     0.0
Total     : M+    934.3   821.1   628.5   339.8   166.4   208.4     0.0
            V      41.4    60.6    78.9    97.2   106.5   104.4   114.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    44.3    61.6    79.3    97.2   106.5   104.4   114.4
            M     880.4   796.5   616.0   339.8   167.7   209.7     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    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    27.5    21.9    45.1    84.7   112.9   129.9   135.6
(Max)       V      11.6    10.4    10.6     9.5     7.1     4.7     2.4     0.0
Self wt.  : M       0.0    19.8    15.8    32.4    61.0    81.3    93.5    97.6
(Min)       V       8.4     7.5     7.7     6.8     5.1     3.4     1.7     0.0
DL-Prec.  : M       0.0     5.3     4.2     8.7    16.4    21.9    25.1    26.2
DC(Max)     V       2.2     2.0     2.1     1.8     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     3.8     3.1     6.3    11.8    15.7    18.1    18.9
DC(Min)     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
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    50.6    40.3    82.9   155.8   207.9   239.1   249.5
Haunch (Max)V      21.4    19.1    19.6    17.5    13.1     8.7     4.4     0.0
Deck +    : M       0.0    36.4    29.0    59.7   112.2   149.7   172.2   179.7
Haunch (Min)V      15.4    13.8    14.1    12.6     9.4     6.3     3.1     0.0
Diaphragm : M       0.0     0.5     0.4     0.8     1.6     2.5     3.4     4.1
(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     0.6     1.2     1.8     2.4     2.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    20.4    16.3    33.5    62.9    83.9    96.5   100.7
DC(Max)     V       8.6     7.7     7.9     7.1     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    14.7    11.7    24.1    45.3    60.4    69.5    72.5
DC(Min)     V       6.2     5.6     5.7     5.1     3.8     2.5     1.3     0.0
DL-Comp   : M       0.0    10.9     8.7    17.9    33.7    44.9    51.7    53.9
DW(Max)     V       4.6     4.1     4.2     3.8     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     4.7     3.8     7.8    14.6    19.5    22.4    23.4
DW(Min)     V       2.0     1.8     1.8     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   257.5   205.7   418.1   763.3   979.9  1104.1  1117.4
            V     166.5   153.4   156.2   144.1   121.1    98.2    73.3    27.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   166.5   153.4   156.2   144.1   121.9   100.4    79.4    62.1
            M      -0.0   260.3   208.6   418.1   736.0   926.2   986.1   968.4
Total     : M+      0.0   372.7   297.6   607.0  1118.4  1453.9  1649.8  1687.5
            V     215.2   196.9   200.8   183.9   151.1   118.2    83.4    27.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   215.2   196.9   200.8   183.9   151.8   120.4    89.5    62.3
            M      -0.0   375.5   300.5   607.0  1091.1  1400.2  1531.8  1538.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.70   44.17   46.67
Self wt.  : M     129.9   112.9    84.7    45.1    21.9    27.5     0.0
(Max)       V       2.4     4.7     7.1     9.5    10.6    10.4    11.6
Self wt.  : M      93.5    81.3    61.0    32.4    15.8    19.8     0.0
(Min)       V       1.7     3.4     5.1     6.8     7.7     7.5     8.4
DL-Prec.  : M      25.1    21.9    16.4     8.7     4.2     5.3     0.0
DC(Max)     V       0.5     0.9     1.4     1.8     2.1     2.0     2.2
DL-Prec.  : M      18.1    15.7    11.8     6.3     3.1     3.8     0.0
DC(Min)     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
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     239.1   207.9   155.8    82.9    40.3    50.6     0.0
Haunch (Max)V       4.4     8.7    13.1    17.5    19.6    19.1    21.4
Deck +    : M     172.2   149.7   112.2    59.7    29.0    36.4     0.0
Haunch (Min)V       3.1     6.3     9.4    12.6    14.1    13.8    15.4
Diaphragm : M       3.3     2.4     1.6     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       2.3     1.7     1.1     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      96.5    83.9    62.9    33.5    16.3    20.4     0.0
DC(Max)     V       1.8     3.5     5.3     7.1     7.9     7.7     8.6
DL-Comp   : M      69.5    60.4    45.3    24.1    11.7    14.7     0.0
DC(Min)     V       1.3     2.5     3.8     5.1     5.7     5.6     6.2
DL-Comp   : M      51.7    44.9    33.7    17.9     8.7    10.9     0.0
DW(Max)     V       0.9     1.9     2.8     3.8     4.2     4.1     4.6
DL-Comp   : M      22.4    19.5    14.6     7.8     3.8     4.7     0.0
DW(Min)     V       0.4     0.8     1.2     1.6     1.8     1.8     2.0
LL + I    : M+   1104.1   979.9   763.3   418.1   205.7   257.5     0.0
            V      73.3    98.2   121.1   144.1   156.2   153.4   166.5
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    79.4   100.4   121.9   144.1   156.2   153.4   166.5
            M     986.1   926.2   736.0   418.1   208.6   260.3     0.0
Total     : M+   1649.7  1453.8  1118.3   606.9   297.6   372.7     0.0
            V      83.4   118.2   151.0   183.9   200.8   196.9   215.2
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    89.5   120.4   151.8   183.9   200.8   196.9   215.2
            M    1531.7  1400.1  1091.0   606.9   300.4   375.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.6             11.6
Deck+Haunch            21.4             21.4
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.2              2.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           43.2             43.2
DL-Comp.(DW)           23.1             23.1
Live                  126.9            126.9
        Truck         100.8            100.8
        Lane           26.1             26.1
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    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    22.0    17.5    36.0    67.7    90.4   103.9   108.5
(Max)       V       9.3     8.3     8.5     7.6     5.7     3.8     1.9     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     4.3     3.4     7.0    13.1    17.5    20.1    21.0
DC(Max)     V       1.8     1.6     1.6     1.5     1.1     0.7     0.4     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    40.5    32.3    66.3   124.7   166.3   191.3   199.6
Haunch (Max)V      17.1    15.3    15.7    14.0    10.5     7.0     3.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.6     1.3     2.0     2.7     3.3
(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    16.3    13.0    26.8    50.3    67.1    77.2    80.6
DC(Max)     V       6.9     6.2     6.3     5.6     4.2     2.8     1.4     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     7.3     5.8    11.9    22.4    29.9    34.4    35.9
DW(Max)     V       3.1     2.8     2.8     2.5     1.9     1.3     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   103.6    83.0   166.1   290.9   371.5   421.7   431.8
            V      76.8    69.8    71.3    64.8    53.6    44.8    37.8    25.2
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    76.8    69.8    71.3    64.8    53.6    44.8    37.8    30.8
            M       0.0   103.6    83.0   166.1   290.9   371.5   421.7   431.8
Total     : M+      0.0   194.3   155.3   314.8   570.5   744.7   851.4   880.7
            V     115.2   104.0   106.4    96.2    77.2    60.6    45.8    25.4
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   115.2   104.0   106.4    96.2    77.2    60.6    45.8    31.0
            M       0.0   194.3   155.3   314.8   570.5   744.7   851.4   880.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.70   44.17   46.67
Self wt.  : M     103.9    90.4    67.7    36.0    17.5    22.0     0.0
(Max)       V       1.9     3.8     5.7     7.6     8.5     8.3     9.3
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      20.1    17.5    13.1     7.0     3.4     4.3     0.0
DC(Max)     V       0.4     0.7     1.1     1.5     1.6     1.6     1.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     191.3   166.3   124.7    66.3    32.3    40.5     0.0
Haunch (Max)V       3.5     7.0    10.5    14.0    15.7    15.3    17.1
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       2.6     1.9     1.3     0.6     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      77.2    67.1    50.3    26.8    13.0    16.3     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.3     6.2     6.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      34.4    29.9    22.4    11.9     5.8     7.3     0.0
DW(Max)     V       0.6     1.3     1.9     2.5     2.8     2.8     3.1
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+    421.7   371.5   290.9   166.1    83.0   103.6     0.0
            V      37.8    44.8    53.6    64.8    71.3    69.8    76.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    37.8    44.8    53.6    64.8    71.3    69.8    76.8
            M     421.7   371.5   290.9   166.1    83.0   103.6     0.0
Total     : M+    851.3   744.6   570.4   314.8   155.3   194.3     0.0
            V      45.8    60.6    77.2    96.2   106.4   104.0   115.2
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    45.8    60.6    77.2    96.2   106.4   104.0   115.2
            M     851.3   744.6   570.4   314.8   155.3   194.3     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.77    9.53   14.30   19.07   23.83
 
Beam-Self
Precast-top    0.113   0.173   0.306   0.400   0.455   0.474 
Bottom        -0.086  -0.131  -0.231  -0.301  -0.341  -0.355 
 
Prestress
Precast-top   -0.065  -0.145  -0.361  -0.573  -0.783  -0.783 
Bottom         1.764   1.824   1.982   2.137   2.289   2.289 
 
Total
Precast-top    0.048   0.027  -0.055  -0.173  -0.327  -0.308 
Bottom         1.678   1.693   1.751   1.836   1.948   1.934 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.43 %)
             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    4.27    9.03   13.80   18.57   23.33
 
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   0.025   0.047   0.063   0.072   0.075 
Precast-top    0.007   0.234   0.202   0.348   0.575   0.682   0.671   0.732 
Bottom         0.255   1.306   1.076   1.196   0.973   0.857   0.844   0.791 
 

 
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    4.77    9.53   14.30   19.07   23.83
 
Beam-Self
Precast-top    0.113   0.173   0.306   0.400   0.455   0.474 
Bottom        -0.086  -0.131  -0.231  -0.301  -0.341  -0.355 
 
Prestress
Precast-top   -0.065  -0.145  -0.361  -0.573  -0.783  -0.783 
Bottom         1.764   1.824   1.982   2.137   2.289   2.289 
 
Total
Precast-top    0.048   0.027  -0.055  -0.173  -0.327  -0.308 
Bottom         1.678   1.693   1.751   1.836   1.948   1.934 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.397   0.358 
Ast_prvd, in2  0.880   0.880   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.43 %)
             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    4.27    9.03   13.80   18.57   23.33
 
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    4.27    9.03   13.80   18.57   23.33
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   0.075   0.060   0.120   0.212   0.271   0.307   0.315 
Precast-top    0.004   0.146   0.125   0.221   0.370   0.446   0.454   0.488 
Bottom         0.128   0.479   0.397   0.319  -0.000  -0.191  -0.278  -0.321 
 

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
    215.2    6.0   44.1    0.165   1.6   6.00e-3 50.0    221.2     1.198    3.013      0.91
      0.0    0.2   44.0     31.5 0.180      16.3 0.87    12.00     0.085    1.387 
Transfer:   3.00
    196.9    6.0   44.1    0.989   9.8   6.00e-3 50.0    192.8     1.055    1.242      0.00
    375.5    1.1   43.6    189.0 0.160      16.1 0.87    12.00     0.085    1.156 
Critical:   4.13
    188.5    6.0   44.1    1.056   9.8   5.25e-3 47.4    181.7     0.907    1.020      0.00
    523.0    1.2   43.5    189.0 0.153      17.9 0.97    12.00     0.085    1.108 
0.1L    :   4.77
    183.9    6.0   44.1    1.093   9.8   4.55e-3 44.9    174.5     0.801    1.020      0.00
    607.0    1.2   43.5    189.0 0.149      20.1 1.09    12.00     0.085    1.234 
0.2L    :   9.53
    151.8    6.0   40.4    1.763   9.8   2.78e-3 38.7    132.7     0.537    0.719      0.00
   1091.1    1.5   39.6    189.0 0.134      26.1 1.56    12.00     0.085    1.266 
0.3L    :  14.30
    120.4    6.0   42.0    1.953   9.8   2.69e-3 38.4     96.2     0.370    0.719      0.00
   1400.2    1.7   41.2    189.0 0.100      27.8 1.59    24.00     0.085    1.677 
0.4L    :  19.07
     89.5    6.0   43.7    1.953   0.0   2.69e-3 38.4     70.5     0.261    0.282      0.00
   1531.8    1.7   42.8    189.0 0.077      28.9 1.59    24.00     0.085    1.058 
0.5L    :  23.83
     62.3    6.0   43.7    1.953   0.0   2.23e-3 36.8     36.5     0.128    0.282      0.00
   1538.5    1.7   42.8    189.0 0.054      32.6 1.80    24.00     0.085    1.641 
0.6L    :  28.60
     89.5    6.0   43.7    1.953   0.0   2.68e-3 38.4     70.5     0.261    0.282      0.00
   1531.7    1.7   42.8    189.0 0.077      28.9 1.59    24.00     0.085    1.058 
0.7L    :  33.37
    120.4    6.0   42.0    1.953   9.8   2.69e-3 38.4     96.2     0.370    0.719      0.00
   1400.1    1.7   41.2    189.0 0.100      27.8 1.59    24.00     0.085    1.677 
0.8L    :  38.13
    151.8    6.0   40.4    1.763   9.8   2.78e-3 38.7    132.7     0.537    0.719      0.00
   1091.0    1.5   39.6    189.0 0.134      26.1 1.56    12.00     0.085    1.266 
0.9L    :  42.90
    183.9    6.0   44.1    1.093   9.8   4.55e-3 44.9    174.5     0.801    1.020      0.00
    606.9    1.2   43.5    189.0 0.149      20.1 1.09    12.00     0.085    1.234 
Critical:  43.54
    188.5    6.0   44.1    1.056   9.8   5.25e-3 47.4    181.7     0.907    1.020      0.00
    523.0    1.2   43.5    189.0 0.153      17.9 0.97    12.00     0.085    1.108 
Transfer:  44.67
    196.9    6.0   44.1    0.989   9.8   6.00e-3 50.0    192.8     1.055    1.242      0.00
    375.5    1.1   43.6    189.0 0.160      16.1 0.87    12.00     0.085    1.156 
Bearing :  47.17
    215.2    6.0   44.1    0.165   1.6   6.00e-3 50.0    221.2     1.198    3.013      0.91
      0.0    0.2   44.0     31.5 0.180      16.3 0.87    12.00     0.085    1.388 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  382.83
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.77
 
 
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
    215.2      5.43     44.11    0.19       44.01    24.00      0.090      1.586      0.582      0.533*
Transfer:      2.50
    196.9      5.02     44.11    1.11       43.55    24.00      0.090      1.449      0.501      0.533 
Critical:      3.63
    188.6      4.82     44.11    1.19       43.51    24.00      0.090      1.381      0.459      0.400*
0.1L    :      4.27
    183.9      4.70     44.11    1.23       43.49    24.00      0.090      1.341      0.436      0.400*
0.2L    :      9.03
    151.8      4.26     40.36    1.54       39.59    24.00      0.090      1.195      0.348      0.282*
0.3L    :     13.80
    120.4      3.25     42.03    1.70       41.18    24.00      0.090      0.858      0.146      0.282 
0.4L    :     18.57
     89.5      2.32     43.69    1.70       42.84    24.00      0.090      0.549      0.000      0.282 
0.5L    :     23.33
     62.3      1.61     43.69    1.70       42.84    24.00      0.090      0.313      0.000      0.282 
0.6L    :     28.10
     89.5      2.32     43.69    1.70       42.84    24.00      0.090      0.549      0.000      0.282 
0.7L    :     32.87
    120.4      3.25     42.03    1.70       41.18    24.00      0.090      0.858      0.146      0.282 
0.8L    :     37.63
    151.8      4.26     40.36    1.54       39.59    24.00      0.090      1.195      0.348      0.282*
0.9L    :     42.40
    183.9      4.70     44.11    1.23       43.49    24.00      0.090      1.341      0.436      0.400*
Critical:     43.04
    188.6      4.82     44.11    1.19       43.51    24.00      0.090      1.380      0.459      0.400*
Transfer:     44.17
    196.9      5.02     44.11    1.11       43.55    24.00      0.090      1.449      0.501      0.533 
Bearing :     46.67
    215.2      5.43     44.11    0.19       44.01    24.00      0.090      1.586      0.582      0.533*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.27 ft
Prestress      :       0.219  1.80      0.394  2.20      0.482
Self Wt.       :      -0.052  1.85     -0.097  2.40     -0.125
Deck + Haunch  :                       -0.078  2.30     -0.180
DL-Prec. (DC)  :                       -0.008  3.00     -0.025
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.025
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 9.03 ft
Prestress      :       0.400  1.80      0.720  2.20      0.880
Self Wt.       :      -0.098  1.85     -0.182  2.40     -0.236
Deck + Haunch  :                       -0.156  2.30     -0.359
DL-Prec. (DC)  :                       -0.016  3.00     -0.049
Diaphragm      :                       -0.002  3.00     -0.006
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 0.3 x L = 13.80 ft
Prestress      :       0.534  1.80      0.960  2.20      1.174
Self Wt.       :      -0.134  1.85     -0.247  2.40     -0.321
Deck + Haunch  :                       -0.216  2.30     -0.497
DL-Prec. (DC)  :                       -0.023  3.00     -0.068
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.069
DL-Comp. (DW)  :                       -0.010  3.00     -0.031
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 18.57 ft
Prestress      :       0.614  1.80      1.105  2.20      1.350
Self Wt.       :      -0.156  1.85     -0.288  2.40     -0.373
Deck + Haunch  :                       -0.254  2.30     -0.583
DL-Prec. (DC)  :                       -0.027  3.00     -0.080
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.027  3.00     -0.081
DL-Comp. (DW)  :                       -0.012  3.00     -0.036
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 23.33 ft
Prestress      :       0.643  1.80      1.157  2.20      1.414
Self Wt.       :      -0.163  1.85     -0.302  2.40     -0.392
Deck + Haunch  :                       -0.267  2.30     -0.614
DL-Prec. (DC)  :                       -0.028  3.00     -0.084
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.029  3.00     -0.086
DL-Comp. (DW)  :                       -0.013  3.00     -0.038
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 28.10 ft
Prestress      :       0.614  1.80      1.105  2.20      1.350
Self Wt.       :      -0.156  1.85     -0.288  2.40     -0.373
Deck + Haunch  :                       -0.254  2.30     -0.583
DL-Prec. (DC)  :                       -0.027  3.00     -0.080
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.027  3.00     -0.081
DL-Comp. (DW)  :                       -0.012  3.00     -0.036
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 32.87 ft
Prestress      :       0.534  1.80      0.960  2.20      1.174
Self Wt.       :      -0.134  1.85     -0.247  2.40     -0.321
Deck + Haunch  :                       -0.216  2.30     -0.497
DL-Prec. (DC)  :                       -0.023  3.00     -0.068
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.069
DL-Comp. (DW)  :                       -0.010  3.00     -0.031
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 37.63 ft
Prestress      :       0.400  1.80      0.720  2.20      0.880
Self Wt.       :      -0.098  1.85     -0.182  2.40     -0.236
Deck + Haunch  :                       -0.156  2.30     -0.359
DL-Prec. (DC)  :                       -0.016  3.00     -0.049
Diaphragm      :                       -0.002  3.00     -0.006
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 0.9 x L = 42.40 ft
Prestress      :       0.219  1.80      0.394  2.20      0.482
Self Wt.       :      -0.052  1.85     -0.097  2.40     -0.125
Deck + Haunch  :                       -0.078  2.30     -0.180
DL-Prec. (DC)  :                       -0.008  3.00     -0.025
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.025
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
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
   372.7    38.1  1.272  267.4    1.3   1.11   1063.6  0.101T 1.00       -       -     -     -  
H/2     :   1.97
   297.6    37.9  1.047  267.8    1.1   0.92    874.7  0.123T 1.00       -       -     -     -  
0.1L    :   4.27
   607.0    38.7  1.405  267.2    1.4   1.23   1191.1  0.091T 1.00       -       -     -     -  
0.2L    :   9.03
  1118.4    40.4  1.763  266.6    1.8   1.54   1550.7  0.072T 1.00       -       -     -     -  
0.3L    :  13.80
  1453.9    42.0  1.953  266.4    2.0   1.70   1785.3  0.065T 1.00    266.7   266.7    6.69    -  
0.4L    :  18.57
  1649.8    43.7  1.953  266.5    2.0   1.70   1858.5  0.065T 1.00    234.4   234.4    7.93    -  
0.5L    :  23.33
  1687.5    43.7  1.953  266.5    2.0   1.70   1858.5  0.065T 1.00    221.6   221.6    8.39    -  
0.6L    :  28.10
  1649.7    43.7  1.953  266.5    2.0   1.70   1858.5  0.065T 1.00    234.5   234.5    7.93    -  
0.7L    :  32.87
  1453.8    42.0  1.953  266.4    2.0   1.70   1785.3  0.065T 1.00    266.8   266.8    6.69    -  
0.8L    :  37.63
  1118.3    40.4  1.763  266.6    1.8   1.54   1550.7  0.072T 1.00       -       -     -     -  
0.9L    :  42.40
   606.9    38.7  1.405  267.2    1.4   1.23   1191.1  0.091T 1.00       -       -     -     -  
H/2     :  44.70
   297.6    37.9  1.047  267.8    1.1   0.92    874.7  0.123T 1.00       -       -     -     -  
Transfer:  44.17
   372.7    38.1  1.272  267.4    1.3   1.11   1063.6  0.101T 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 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.117
        M   2.00 Fb     0.470
 
  2   1 E  36.00 Ft     0.208
        M   6.00 Fb     0.413
 
  3   1 E  34.00 Ft     0.504
        M   4.00 Fb     0.379
 
  4   2 E   6.00 Ft     0.394
        M   6.00 Fb     0.844
 
  5   2 E   2.00 Ft     0.163
        M   2.00 Fb     1.400
 
  6   1 E   2.00 Ft     0.048
        M   2.00 Fb     1.678
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 47.67            Release Length, ft: 47.67
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   9
No. of strands, Draped:   2           No. of strands, Straight:   7
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.35 %               Final losses: 12.09 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.948   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.327   0.4L/0.6L
      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)                  1858.52     1687.52     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   0.075     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.732     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.306    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   0.488     Midspan
    Pre.Bot:                                                             2.000   0.479    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  23.33 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.643  1.80      1.157  2.20      1.414
Self Wt.       :      -0.163  1.85     -0.302  2.40     -0.392
Deck + Haunch  :                       -0.267  2.30     -0.614
DL-Prec. (DC)  :                       -0.028  3.00     -0.084
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.029  3.00     -0.086
DL-Comp. (DW)  :                       -0.013  3.00     -0.038
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   46.67
     DC  Line       0.070      0.00       0.070   46.67
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    23.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 47.667 ft
Release length = 47.667 ft
Design  length = 46.667 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)  : 0.695   (Calculated)    
Live Moment (1  lane  loaded)  : 0.522   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.039   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.870   (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           1036.5 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           231991 in4#
Ht. of c.g.           =        17.06 in             33.64 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 = 0.9290

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     4.27     9.03    13.80    18.57    23.33
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    384.3    393.1    391.2    393.1    393.1    393.1    393.1    393.1
  Yb      ,  in    17.03    16.85    16.89    16.83    16.79    16.74    16.70    16.70
  MI(Ixx) , in4    62086    62641    62506    62746    63067    63445    63880    63880
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1038.2   1046.7   1044.9   1046.7   1046.7   1046.7   1046.7   1046.7
  Yb      ,  in    33.60    33.40    33.45    33.40    33.38    33.36    33.35    33.35
  MI(Ixx) , in4   232933   238018   236884   238327   239196   240122   241104   241104

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 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         =    4592.23 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:   9 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 19.07 ft from member end )
END PATTERN (Ycg = 10.22 in):
     5 @  2.000 in     2 @  6.000 in     1 @ 34.000 in     1 @ 36.000 in
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
     1 @  4.000 in     1 @  6.000 in
(B) Straight:
     5 @  2.000 in     2 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.95 in2      Initial Pull          =      382.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.066 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.083 ft
Holddown Force        =  11.060 kips     Beam Shrtng (PL/AE)   =      0.126 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)       
-------------------------------------------------------------------------------------
       429.656         740 317.945      4.689 18992.361   414.100     141.817        
 
 
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       0.1460      3.1460    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      2.7710     No
      2      US#5[M16]       60.00        0.62      10.50       2.7710      3.6499     No
      2      US#5[M16]       60.00        0.62      12.00       3.6460      6.6460     No
      2      US#5[M16]       60.00        0.62      12.60       6.6460      7.6982     No
      2      US#5[M16]       60.00        0.62      15.12*      7.6982      8.9600     No
      2      US#5[M16]       60.00        0.62      17.04*      8.9600     18.8750     No
      2      US#4[M13]       60.00        0.40      12.00       3.1460      7.1460    Yes
      2      US#4[M13]       60.00        0.40      13.25       7.1460      8.2598    Yes
      2      US#4[M13]       60.00        0.40      17.00*      8.2598     39.4072    Yes
      2      US#4[M13]       60.00        0.40      13.25      39.4072     40.5210    Yes
      2      US#4[M13]       60.00        0.40      12.00      40.5210     44.5210    Yes
      2      US#5[M16]       60.00        0.62      17.04*     28.7920     38.7070     No
      2      US#5[M16]       60.00        0.62      15.12*     38.7070     39.9688     No
      2      US#5[M16]       60.00        0.62      12.60      39.9688     41.0210     No
      2      US#5[M16]       60.00        0.62      12.00      41.0210     44.0210     No
      2      US#5[M16]       60.00        0.62      10.50      44.0171     44.8960     No
      2      US#5[M16]       60.00        0.62       9.00      44.8960     46.3960     No
      2      US#5[M16]       60.00        0.62       7.50      46.3960     47.0210     No
      2      US#5[M16]       60.00        0.62       3.00      47.0210     47.2710     No
      2      US#4[M13]       60.00        0.40       9.00      44.5210     47.5210    Yes
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
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 47.5000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.9530 in2       Ycg =  3.56 in
         P_init    =      382.8 kips  Ecc = 13.50 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    10.49 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.633 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.43 ksi    0.00 ksi
    due to Composite Loads                                 -1.07 ksi    0.00 ksi
    due to Live Loads                                      -4.70 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                         9.10 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 10.49 ksi  ( 5.35 %)            13.20 ksi ( 6.74 %)
Total Prestress Losses                                    23.70 ksi (12.09 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    22.0    17.5    36.0    67.7    90.4   103.9   108.5
(Max)       V       9.3     8.3     8.5     7.6     5.7     3.8     1.9     0.0
DL-Prec.  : M       0.0     4.3     3.4     7.0    13.1    17.5    20.1    21.0
DC(Max)     V       1.8     1.6     1.6     1.5     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.5    32.3    66.3   124.7   166.3   191.3   199.6
Haunch (Max)V      17.1    15.3    15.7    14.0    10.5     7.0     3.5     0.0
Diaphragm : M       0.0     0.4     0.3     0.6     1.3     2.0     2.7     3.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    16.3    13.0    26.8    50.3    67.1    77.2    80.6
DC(Max)     V       6.9     6.2     6.3     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     7.3     5.8    11.9    22.4    29.9    34.4    35.9
DW(Max)     V       3.1     2.8     2.8     2.5     1.9     1.3     0.6     0.0
LL + I    : M+      0.0   147.1   117.6   238.9   436.2   559.9   630.9   638.5
            V      95.1    87.6    89.2    82.3    69.2    56.1    41.9    15.5
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    95.1    87.6    89.2    82.3    69.6    57.4    45.4    35.5
            M      -0.0   148.7   119.2   238.9   420.6   529.2   563.5   553.4
Total     : M+      0.0   237.9   189.9   387.6   715.7   933.1  1060.6  1087.4
            V     133.5   121.9   124.4   113.7    92.8    71.9    49.8    15.6
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   133.5   121.9   124.4   113.7    93.2    73.1    53.3    35.6
            M      -0.0   239.5   191.5   387.6   700.1   902.5   993.2  1002.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.70   44.17   46.67
Self wt.  : M     103.9    90.4    67.7    36.0    17.5    22.0     0.0
(Max)       V       1.9     3.8     5.7     7.6     8.5     8.3     9.3
DL-Prec.  : M      20.1    17.5    13.1     7.0     3.4     4.3     0.0
DC(Max)     V       0.4     0.7     1.1     1.5     1.6     1.6     1.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     191.3   166.3   124.7    66.3    32.3    40.5     0.0
Haunch (Max)V       3.5     7.0    10.5    14.0    15.7    15.3    17.1
Diaphragm : M       2.6     1.9     1.3     0.6     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      77.2    67.1    50.3    26.8    13.0    16.3     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.3     6.2     6.9
DL-Comp   : M      34.4    29.9    22.4    11.9     5.8     7.3     0.0
DW(Max)     V       0.6     1.3     1.9     2.5     2.8     2.8     3.1
LL + I    : M+    630.9   559.9   436.2   238.9   117.6   147.1     0.0
            V      41.9    56.1    69.2    82.3    89.2    87.6    95.1
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    45.4    57.4    69.6    82.3    89.2    87.6    95.1
            M     563.5   529.2   420.6   238.9   119.2   148.7     0.0
Total     : M+   1060.5   933.1   715.7   387.6   189.9   237.9     0.0
            V      49.8    71.8    92.8   113.7   124.3   121.9   133.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    53.3    73.1    93.2   113.7   124.3   121.9   133.5
            M     993.1   902.4   700.1   387.6   191.5   239.5     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                9.3              9.3
Deck+Haunch            17.1             17.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.8              1.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           34.5             34.5
DL-Comp.(DW)           15.4             15.4
Live                   72.5             72.5
        Truck          57.6             57.6
        Lane           14.9             14.9
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    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    22.0    17.5    36.0    67.7    90.4   103.9   108.5
(Max)       V       9.3     8.3     8.5     7.6     5.7     3.8     1.9     0.0
DL-Prec.  : M       0.0     4.3     3.4     7.0    13.1    17.5    20.1    21.0
DC(Max)     V       1.8     1.6     1.6     1.5     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.5    32.3    66.3   124.7   166.3   191.3   199.6
Haunch (Max)V      17.1    15.3    15.7    14.0    10.5     7.0     3.5     0.0
Diaphragm : M       0.0     0.4     0.3     0.6     1.3     2.0     2.7     3.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    16.3    13.0    26.8    50.3    67.1    77.2    80.6
DC(Max)     V       6.9     6.2     6.3     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     7.3     5.8    11.9    22.4    29.9    34.4    35.9
DW(Max)     V       3.1     2.8     2.8     2.5     1.9     1.3     0.6     0.0
LL + I    : M+      0.0   117.7    94.1   191.1   349.0   447.9   504.7   510.8
            V      76.1    70.1    71.4    65.9    55.4    44.9    33.5    12.4
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    76.1    70.1    71.4    65.9    55.7    45.9    36.3    28.4
            M      -0.0   119.0    95.4   191.1   336.5   423.4   450.8   442.7
Total     : M+      0.0   208.4   166.4   339.8   628.5   821.2   934.4   959.7
            V     114.4   104.4   106.5    97.2    78.9    60.6    41.4    12.5
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   114.4   104.4   106.5    97.2    79.3    61.6    44.3    28.5
            M      -0.0   209.7   167.7   339.8   616.0   796.6   880.5   891.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.70   44.17   46.67
Self wt.  : M     103.9    90.4    67.7    36.0    17.5    22.0     0.0
(Max)       V       1.9     3.8     5.7     7.6     8.5     8.3     9.3
DL-Prec.  : M      20.1    17.5    13.1     7.0     3.4     4.3     0.0
DC(Max)     V       0.4     0.7     1.1     1.5     1.6     1.6     1.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     191.3   166.3   124.7    66.3    32.3    40.5     0.0
Haunch (Max)V       3.5     7.0    10.5    14.0    15.7    15.3    17.1
Diaphragm : M       2.6     1.9     1.3     0.6     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      77.2    67.1    50.3    26.8    13.0    16.3     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.3     6.2     6.9
DL-Comp   : M      34.4    29.9    22.4    11.9     5.8     7.3     0.0
DW(Max)     V       0.6     1.3     1.9     2.5     2.8     2.8     3.1
LL + I    : M+    504.7   447.9   349.0   191.1    94.1   117.7     0.0
            V      33.5    44.9    55.4    65.9    71.4    70.1    76.1
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    36.3    45.9    55.7    65.9    71.4    70.1    76.1
            M     450.8   423.4   336.5   191.1    95.4   119.0     0.0
Total     : M+    934.3   821.1   628.5   339.8   166.4   208.4     0.0
            V      41.4    60.6    78.9    97.2   106.5   104.4   114.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    44.3    61.6    79.3    97.2   106.5   104.4   114.4
            M     880.4   796.5   616.0   339.8   167.7   209.7     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    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    27.5    21.9    45.1    84.7   112.9   129.9   135.6
(Max)       V      11.6    10.4    10.6     9.5     7.1     4.7     2.4     0.0
Self wt.  : M       0.0    19.8    15.8    32.4    61.0    81.3    93.5    97.6
(Min)       V       8.4     7.5     7.7     6.8     5.1     3.4     1.7     0.0
DL-Prec.  : M       0.0     5.3     4.2     8.7    16.4    21.9    25.1    26.2
DC(Max)     V       2.2     2.0     2.1     1.8     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     3.8     3.1     6.3    11.8    15.7    18.1    18.9
DC(Min)     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
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    50.6    40.3    82.9   155.8   207.9   239.1   249.5
Haunch (Max)V      21.4    19.1    19.6    17.5    13.1     8.7     4.4     0.0
Deck +    : M       0.0    36.4    29.0    59.7   112.2   149.7   172.2   179.7
Haunch (Min)V      15.4    13.8    14.1    12.6     9.4     6.3     3.1     0.0
Diaphragm : M       0.0     0.5     0.4     0.8     1.6     2.5     3.4     4.1
(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     0.6     1.2     1.8     2.4     2.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    20.4    16.3    33.5    62.9    83.9    96.5   100.7
DC(Max)     V       8.6     7.7     7.9     7.1     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    14.7    11.7    24.1    45.3    60.4    69.5    72.5
DC(Min)     V       6.2     5.6     5.7     5.1     3.8     2.5     1.3     0.0
DL-Comp   : M       0.0    10.9     8.7    17.9    33.7    44.9    51.7    53.9
DW(Max)     V       4.6     4.1     4.2     3.8     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     4.7     3.8     7.8    14.6    19.5    22.4    23.4
DW(Min)     V       2.0     1.8     1.8     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   257.5   205.7   418.1   763.3   979.9  1104.1  1117.4
            V     166.5   153.4   156.2   144.1   121.1    98.2    73.3    27.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   166.5   153.4   156.2   144.1   121.9   100.4    79.4    62.1
            M      -0.0   260.3   208.6   418.1   736.0   926.2   986.1   968.4
Total     : M+      0.0   372.7   297.6   607.0  1118.4  1453.9  1649.8  1687.5
            V     215.2   196.9   200.8   183.9   151.1   118.2    83.4    27.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   215.2   196.9   200.8   183.9   151.8   120.4    89.5    62.3
            M      -0.0   375.5   300.5   607.0  1091.1  1400.2  1531.8  1538.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.70   44.17   46.67
Self wt.  : M     129.9   112.9    84.7    45.1    21.9    27.5     0.0
(Max)       V       2.4     4.7     7.1     9.5    10.6    10.4    11.6
Self wt.  : M      93.5    81.3    61.0    32.4    15.8    19.8     0.0
(Min)       V       1.7     3.4     5.1     6.8     7.7     7.5     8.4
DL-Prec.  : M      25.1    21.9    16.4     8.7     4.2     5.3     0.0
DC(Max)     V       0.5     0.9     1.4     1.8     2.1     2.0     2.2
DL-Prec.  : M      18.1    15.7    11.8     6.3     3.1     3.8     0.0
DC(Min)     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
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     239.1   207.9   155.8    82.9    40.3    50.6     0.0
Haunch (Max)V       4.4     8.7    13.1    17.5    19.6    19.1    21.4
Deck +    : M     172.2   149.7   112.2    59.7    29.0    36.4     0.0
Haunch (Min)V       3.1     6.3     9.4    12.6    14.1    13.8    15.4
Diaphragm : M       3.3     2.4     1.6     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       2.3     1.7     1.1     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      96.5    83.9    62.9    33.5    16.3    20.4     0.0
DC(Max)     V       1.8     3.5     5.3     7.1     7.9     7.7     8.6
DL-Comp   : M      69.5    60.4    45.3    24.1    11.7    14.7     0.0
DC(Min)     V       1.3     2.5     3.8     5.1     5.7     5.6     6.2
DL-Comp   : M      51.7    44.9    33.7    17.9     8.7    10.9     0.0
DW(Max)     V       0.9     1.9     2.8     3.8     4.2     4.1     4.6
DL-Comp   : M      22.4    19.5    14.6     7.8     3.8     4.7     0.0
DW(Min)     V       0.4     0.8     1.2     1.6     1.8     1.8     2.0
LL + I    : M+   1104.1   979.9   763.3   418.1   205.7   257.5     0.0
            V      73.3    98.2   121.1   144.1   156.2   153.4   166.5
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    79.4   100.4   121.9   144.1   156.2   153.4   166.5
            M     986.1   926.2   736.0   418.1   208.6   260.3     0.0
Total     : M+   1649.7  1453.8  1118.3   606.9   297.6   372.7     0.0
            V      83.4   118.2   151.0   183.9   200.8   196.9   215.2
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    89.5   120.4   151.8   183.9   200.8   196.9   215.2
            M    1531.7  1400.1  1091.0   606.9   300.4   375.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.6             11.6
Deck+Haunch            21.4             21.4
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.2              2.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           43.2             43.2
DL-Comp.(DW)           23.1             23.1
Live                  126.9            126.9
        Truck         100.8            100.8
        Lane           26.1             26.1
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    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    22.0    17.5    36.0    67.7    90.4   103.9   108.5
(Max)       V       9.3     8.3     8.5     7.6     5.7     3.8     1.9     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     4.3     3.4     7.0    13.1    17.5    20.1    21.0
DC(Max)     V       1.8     1.6     1.6     1.5     1.1     0.7     0.4     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    40.5    32.3    66.3   124.7   166.3   191.3   199.6
Haunch (Max)V      17.1    15.3    15.7    14.0    10.5     7.0     3.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.6     1.3     2.0     2.7     3.3
(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    16.3    13.0    26.8    50.3    67.1    77.2    80.6
DC(Max)     V       6.9     6.2     6.3     5.6     4.2     2.8     1.4     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     7.3     5.8    11.9    22.4    29.9    34.4    35.9
DW(Max)     V       3.1     2.8     2.8     2.5     1.9     1.3     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   103.6    83.0   166.1   290.9   371.5   421.7   431.8
            V      76.8    69.8    71.3    64.8    53.6    44.8    37.8    25.2
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    76.8    69.8    71.3    64.8    53.6    44.8    37.8    30.8
            M       0.0   103.6    83.0   166.1   290.9   371.5   421.7   431.8
Total     : M+      0.0   194.3   155.3   314.8   570.5   744.7   851.4   880.7
            V     115.2   104.0   106.4    96.2    77.2    60.6    45.8    25.4
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   115.2   104.0   106.4    96.2    77.2    60.6    45.8    31.0
            M       0.0   194.3   155.3   314.8   570.5   744.7   851.4   880.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.70   44.17   46.67
Self wt.  : M     103.9    90.4    67.7    36.0    17.5    22.0     0.0
(Max)       V       1.9     3.8     5.7     7.6     8.5     8.3     9.3
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      20.1    17.5    13.1     7.0     3.4     4.3     0.0
DC(Max)     V       0.4     0.7     1.1     1.5     1.6     1.6     1.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     191.3   166.3   124.7    66.3    32.3    40.5     0.0
Haunch (Max)V       3.5     7.0    10.5    14.0    15.7    15.3    17.1
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       2.6     1.9     1.3     0.6     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      77.2    67.1    50.3    26.8    13.0    16.3     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.3     6.2     6.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      34.4    29.9    22.4    11.9     5.8     7.3     0.0
DW(Max)     V       0.6     1.3     1.9     2.5     2.8     2.8     3.1
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+    421.7   371.5   290.9   166.1    83.0   103.6     0.0
            V      37.8    44.8    53.6    64.8    71.3    69.8    76.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    37.8    44.8    53.6    64.8    71.3    69.8    76.8
            M     421.7   371.5   290.9   166.1    83.0   103.6     0.0
Total     : M+    851.3   744.6   570.4   314.8   155.3   194.3     0.0
            V      45.8    60.6    77.2    96.2   106.4   104.0   115.2
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    45.8    60.6    77.2    96.2   106.4   104.0   115.2
            M     851.3   744.6   570.4   314.8   155.3   194.3     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.77    9.53   14.30   19.07   23.83
 
Beam-Self
Precast-top    0.113   0.173   0.306   0.400   0.455   0.474 
Bottom        -0.086  -0.131  -0.231  -0.301  -0.341  -0.355 
 
Prestress
Precast-top   -0.065  -0.145  -0.361  -0.573  -0.783  -0.783 
Bottom         1.764   1.824   1.982   2.137   2.289   2.289 
 
Total
Precast-top    0.048   0.027  -0.055  -0.173  -0.327  -0.308 
Bottom         1.678   1.693   1.751   1.836   1.948   1.934 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.43 %)
             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    4.27    9.03   13.80   18.57   23.33
 
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   0.025   0.047   0.063   0.072   0.075 
Precast-top    0.007   0.234   0.202   0.348   0.575   0.682   0.671   0.732 
Bottom         0.255   1.306   1.076   1.196   0.973   0.857   0.844   0.791 
 

 
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    4.77    9.53   14.30   19.07   23.83
 
Beam-Self
Precast-top    0.113   0.173   0.306   0.400   0.455   0.474 
Bottom        -0.086  -0.131  -0.231  -0.301  -0.341  -0.355 
 
Prestress
Precast-top   -0.065  -0.145  -0.361  -0.573  -0.783  -0.783 
Bottom         1.764   1.824   1.982   2.137   2.289   2.289 
 
Total
Precast-top    0.048   0.027  -0.055  -0.173  -0.327  -0.308 
Bottom         1.678   1.693   1.751   1.836   1.948   1.934 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.397   0.358 
Ast_prvd, in2  0.880   0.880   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.43 %)
             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    4.27    9.03   13.80   18.57   23.33
 
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    4.27    9.03   13.80   18.57   23.33
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   0.075   0.060   0.120   0.212   0.271   0.307   0.315 
Precast-top    0.004   0.146   0.125   0.221   0.370   0.446   0.454   0.488 
Bottom         0.128   0.479   0.397   0.319  -0.000  -0.191  -0.278  -0.321 
 

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
    215.2    6.0   44.1    0.165   1.6   6.00e-3 50.0    221.2     1.198    3.013      0.91
      0.0    0.2   44.0     31.5 0.180      16.3 0.87    12.00     0.085    1.387 
Transfer:   3.00
    196.9    6.0   44.1    0.989   9.8   6.00e-3 50.0    192.8     1.055    1.242      0.00
    375.5    1.1   43.6    189.0 0.160      16.1 0.87    12.00     0.085    1.156 
Critical:   4.13
    188.5    6.0   44.1    1.056   9.8   5.25e-3 47.4    181.7     0.907    1.020      0.00
    523.0    1.2   43.5    189.0 0.153      17.9 0.97    12.00     0.085    1.108 
0.1L    :   4.77
    183.9    6.0   44.1    1.093   9.8   4.55e-3 44.9    174.5     0.801    1.020      0.00
    607.0    1.2   43.5    189.0 0.149      20.1 1.09    12.00     0.085    1.234 
0.2L    :   9.53
    151.8    6.0   40.4    1.763   9.8   2.78e-3 38.7    132.7     0.537    0.719      0.00
   1091.1    1.5   39.6    189.0 0.134      26.1 1.56    12.00     0.085    1.266 
0.3L    :  14.30
    120.4    6.0   42.0    1.953   9.8   2.69e-3 38.4     96.2     0.370    0.719      0.00
   1400.2    1.7   41.2    189.0 0.100      27.8 1.59    24.00     0.085    1.677 
0.4L    :  19.07
     89.5    6.0   43.7    1.953   0.0   2.69e-3 38.4     70.5     0.261    0.282      0.00
   1531.8    1.7   42.8    189.0 0.077      28.9 1.59    24.00     0.085    1.058 
0.5L    :  23.83
     62.3    6.0   43.7    1.953   0.0   2.23e-3 36.8     36.5     0.128    0.282      0.00
   1538.5    1.7   42.8    189.0 0.054      32.6 1.80    24.00     0.085    1.641 
0.6L    :  28.60
     89.5    6.0   43.7    1.953   0.0   2.68e-3 38.4     70.5     0.261    0.282      0.00
   1531.7    1.7   42.8    189.0 0.077      28.9 1.59    24.00     0.085    1.058 
0.7L    :  33.37
    120.4    6.0   42.0    1.953   9.8   2.69e-3 38.4     96.2     0.370    0.719      0.00
   1400.1    1.7   41.2    189.0 0.100      27.8 1.59    24.00     0.085    1.677 
0.8L    :  38.13
    151.8    6.0   40.4    1.763   9.8   2.78e-3 38.7    132.7     0.537    0.719      0.00
   1091.0    1.5   39.6    189.0 0.134      26.1 1.56    12.00     0.085    1.266 
0.9L    :  42.90
    183.9    6.0   44.1    1.093   9.8   4.55e-3 44.9    174.5     0.801    1.020      0.00
    606.9    1.2   43.5    189.0 0.149      20.1 1.09    12.00     0.085    1.234 
Critical:  43.54
    188.5    6.0   44.1    1.056   9.8   5.25e-3 47.4    181.7     0.907    1.020      0.00
    523.0    1.2   43.5    189.0 0.153      17.9 0.97    12.00     0.085    1.108 
Transfer:  44.67
    196.9    6.0   44.1    0.989   9.8   6.00e-3 50.0    192.8     1.055    1.242      0.00
    375.5    1.1   43.6    189.0 0.160      16.1 0.87    12.00     0.085    1.156 
Bearing :  47.17
    215.2    6.0   44.1    0.165   1.6   6.00e-3 50.0    221.2     1.198    3.013      0.91
      0.0    0.2   44.0     31.5 0.180      16.3 0.87    12.00     0.085    1.388 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  382.83
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.77
 
 
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
    215.2      5.43     44.11    0.19       44.01    24.00      0.090      1.586      0.582      0.533*
Transfer:      2.50
    196.9      5.02     44.11    1.11       43.55    24.00      0.090      1.449      0.501      0.533 
Critical:      3.63
    188.6      4.82     44.11    1.19       43.51    24.00      0.090      1.381      0.459      0.400*
0.1L    :      4.27
    183.9      4.70     44.11    1.23       43.49    24.00      0.090      1.341      0.436      0.400*
0.2L    :      9.03
    151.8      4.26     40.36    1.54       39.59    24.00      0.090      1.195      0.348      0.282*
0.3L    :     13.80
    120.4      3.25     42.03    1.70       41.18    24.00      0.090      0.858      0.146      0.282 
0.4L    :     18.57
     89.5      2.32     43.69    1.70       42.84    24.00      0.090      0.549      0.000      0.282 
0.5L    :     23.33
     62.3      1.61     43.69    1.70       42.84    24.00      0.090      0.313      0.000      0.282 
0.6L    :     28.10
     89.5      2.32     43.69    1.70       42.84    24.00      0.090      0.549      0.000      0.282 
0.7L    :     32.87
    120.4      3.25     42.03    1.70       41.18    24.00      0.090      0.858      0.146      0.282 
0.8L    :     37.63
    151.8      4.26     40.36    1.54       39.59    24.00      0.090      1.195      0.348      0.282*
0.9L    :     42.40
    183.9      4.70     44.11    1.23       43.49    24.00      0.090      1.341      0.436      0.400*
Critical:     43.04
    188.6      4.82     44.11    1.19       43.51    24.00      0.090      1.380      0.459      0.400*
Transfer:     44.17
    196.9      5.02     44.11    1.11       43.55    24.00      0.090      1.449      0.501      0.533 
Bearing :     46.67
    215.2      5.43     44.11    0.19       44.01    24.00      0.090      1.586      0.582      0.533*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.27 ft
Prestress      :       0.219  1.80      0.394  2.20      0.482
Self Wt.       :      -0.052  1.85     -0.097  2.40     -0.125
Deck + Haunch  :                       -0.078  2.30     -0.180
DL-Prec. (DC)  :                       -0.008  3.00     -0.025
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.025
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 9.03 ft
Prestress      :       0.400  1.80      0.720  2.20      0.880
Self Wt.       :      -0.098  1.85     -0.182  2.40     -0.236
Deck + Haunch  :                       -0.156  2.30     -0.359
DL-Prec. (DC)  :                       -0.016  3.00     -0.049
Diaphragm      :                       -0.002  3.00     -0.006
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 0.3 x L = 13.80 ft
Prestress      :       0.534  1.80      0.960  2.20      1.174
Self Wt.       :      -0.134  1.85     -0.247  2.40     -0.321
Deck + Haunch  :                       -0.216  2.30     -0.497
DL-Prec. (DC)  :                       -0.023  3.00     -0.068
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.069
DL-Comp. (DW)  :                       -0.010  3.00     -0.031
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 18.57 ft
Prestress      :       0.614  1.80      1.105  2.20      1.350
Self Wt.       :      -0.156  1.85     -0.288  2.40     -0.373
Deck + Haunch  :                       -0.254  2.30     -0.583
DL-Prec. (DC)  :                       -0.027  3.00     -0.080
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.027  3.00     -0.081
DL-Comp. (DW)  :                       -0.012  3.00     -0.036
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 23.33 ft
Prestress      :       0.643  1.80      1.157  2.20      1.414
Self Wt.       :      -0.163  1.85     -0.302  2.40     -0.392
Deck + Haunch  :                       -0.267  2.30     -0.614
DL-Prec. (DC)  :                       -0.028  3.00     -0.084
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.029  3.00     -0.086
DL-Comp. (DW)  :                       -0.013  3.00     -0.038
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 28.10 ft
Prestress      :       0.614  1.80      1.105  2.20      1.350
Self Wt.       :      -0.156  1.85     -0.288  2.40     -0.373
Deck + Haunch  :                       -0.254  2.30     -0.583
DL-Prec. (DC)  :                       -0.027  3.00     -0.080
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.027  3.00     -0.081
DL-Comp. (DW)  :                       -0.012  3.00     -0.036
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 32.87 ft
Prestress      :       0.534  1.80      0.960  2.20      1.174
Self Wt.       :      -0.134  1.85     -0.247  2.40     -0.321
Deck + Haunch  :                       -0.216  2.30     -0.497
DL-Prec. (DC)  :                       -0.023  3.00     -0.068
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.069
DL-Comp. (DW)  :                       -0.010  3.00     -0.031
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 37.63 ft
Prestress      :       0.400  1.80      0.720  2.20      0.880
Self Wt.       :      -0.098  1.85     -0.182  2.40     -0.236
Deck + Haunch  :                       -0.156  2.30     -0.359
DL-Prec. (DC)  :                       -0.016  3.00     -0.049
Diaphragm      :                       -0.002  3.00     -0.006
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 0.9 x L = 42.40 ft
Prestress      :       0.219  1.80      0.394  2.20      0.482
Self Wt.       :      -0.052  1.85     -0.097  2.40     -0.125
Deck + Haunch  :                       -0.078  2.30     -0.180
DL-Prec. (DC)  :                       -0.008  3.00     -0.025
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.025
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
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
   372.7    38.1  1.272  267.4    1.3   1.11   1063.6  0.101T 1.00       -       -     -     -  
H/2     :   1.97
   297.6    37.9  1.047  267.8    1.1   0.92    874.7  0.123T 1.00       -       -     -     -  
0.1L    :   4.27
   607.0    38.7  1.405  267.2    1.4   1.23   1191.1  0.091T 1.00       -       -     -     -  
0.2L    :   9.03
  1118.4    40.4  1.763  266.6    1.8   1.54   1550.7  0.072T 1.00       -       -     -     -  
0.3L    :  13.80
  1453.9    42.0  1.953  266.4    2.0   1.70   1785.3  0.065T 1.00    266.7   266.7    6.69    -  
0.4L    :  18.57
  1649.8    43.7  1.953  266.5    2.0   1.70   1858.5  0.065T 1.00    234.4   234.4    7.93    -  
0.5L    :  23.33
  1687.5    43.7  1.953  266.5    2.0   1.70   1858.5  0.065T 1.00    221.6   221.6    8.39    -  
0.6L    :  28.10
  1649.7    43.7  1.953  266.5    2.0   1.70   1858.5  0.065T 1.00    234.5   234.5    7.93    -  
0.7L    :  32.87
  1453.8    42.0  1.953  266.4    2.0   1.70   1785.3  0.065T 1.00    266.8   266.8    6.69    -  
0.8L    :  37.63
  1118.3    40.4  1.763  266.6    1.8   1.54   1550.7  0.072T 1.00       -       -     -     -  
0.9L    :  42.40
   606.9    38.7  1.405  267.2    1.4   1.23   1191.1  0.091T 1.00       -       -     -     -  
H/2     :  44.70
   297.6    37.9  1.047  267.8    1.1   0.92    874.7  0.123T 1.00       -       -     -     -  
Transfer:  44.17
   372.7    38.1  1.272  267.4    1.3   1.11   1063.6  0.101T 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 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.117
        M   2.00 Fb     0.470
 
  2   1 E  36.00 Ft     0.208
        M   6.00 Fb     0.413
 
  3   1 E  34.00 Ft     0.504
        M   4.00 Fb     0.379
 
  4   2 E   6.00 Ft     0.394
        M   6.00 Fb     0.844
 
  5   2 E   2.00 Ft     0.163
        M   2.00 Fb     1.400
 
  6   1 E   2.00 Ft     0.048
        M   2.00 Fb     1.678
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 47.67            Release Length, ft: 47.67
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   9
No. of strands, Draped:   2           No. of strands, Straight:   7
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.35 %               Final losses: 12.09 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.948   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.327   0.4L/0.6L
      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)                  1858.52     1687.52     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   0.075     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.732     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.306    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   0.488     Midspan
    Pre.Bot:                                                             2.000   0.479    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  23.33 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.643  1.80      1.157  2.20      1.414
Self Wt.       :      -0.163  1.85     -0.302  2.40     -0.392
Deck + Haunch  :                       -0.267  2.30     -0.614
DL-Prec. (DC)  :                       -0.028  3.00     -0.084
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.029  3.00     -0.086
DL-Comp. (DW)  :                       -0.013  3.00     -0.038
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   46.67
     DC  Line       0.007      0.00       0.007   46.67
     DC  Line       0.064      0.00       0.064   46.67
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    23.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 47.667 ft
Release length = 47.667 ft
Design  length = 46.667 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)  : 0.648   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.782   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.843   (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            979.0 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           225926 in4#
Ht. of c.g.           =        17.06 in             33.07 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 = 0.9290

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     4.27     9.03    13.80    18.57    23.33
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    384.3    393.1    391.2    393.1    393.1    393.1    393.1    393.1
  Yb      ,  in    17.03    16.85    16.89    16.83    16.79    16.74    16.70    16.70
  MI(Ixx) , in4    62086    62641    62506    62746    63067    63445    63880    63880
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2    980.6    989.1    987.3    989.1    989.1    989.1    989.1    989.1
  Yb      ,  in    33.03    32.82    32.87    32.82    32.80    32.78    32.76    32.76
  MI(Ixx) , in4   226823   231672   230590   231973   232823   233729   234691   234691

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 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         =    4592.23 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:   9 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 19.07 ft from member end )
END PATTERN (Ycg = 10.22 in):
     5 @  2.000 in     2 @  6.000 in     1 @ 34.000 in     1 @ 36.000 in
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
     1 @  4.000 in     1 @  6.000 in
(B) Straight:
     5 @  2.000 in     2 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.95 in2      Initial Pull          =      382.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.040 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.050 ft
Holddown Force        =  11.060 kips     Beam Shrtng (PL/AE)   =      0.126 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)       
-------------------------------------------------------------------------------------
       429.656         740 317.945      4.689 18992.361   414.100     141.817        
 
 
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       0.1460      3.1460    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      2.7710     No
      2      US#5[M16]       60.00        0.62      10.50       2.7710      3.6499     No
      2      US#5[M16]       60.00        0.62      12.00       3.6460      6.6460     No
      2      US#5[M16]       60.00        0.62      12.60       6.6460      7.6982     No
      2      US#5[M16]       60.00        0.62      15.12       7.6982      8.9600     No
      2      US#5[M16]       60.00        0.62      17.04       8.9600     18.8750     No
      2      US#4[M13]       60.00        0.40      12.00       3.1460      7.1460    Yes
      2      US#4[M13]       60.00        0.40      13.25       7.1460      8.2598    Yes
      2      US#4[M13]       60.00        0.40      17.00       8.2598     39.4072    Yes
      2      US#4[M13]       60.00        0.40      13.25      39.4072     40.5210    Yes
      2      US#4[M13]       60.00        0.40      12.00      40.5210     44.5210    Yes
      2      US#5[M16]       60.00        0.62      17.04      28.7920     38.7070     No
      2      US#5[M16]       60.00        0.62      15.12      38.7070     39.9688     No
      2      US#5[M16]       60.00        0.62      12.60      39.9688     41.0210     No
      2      US#5[M16]       60.00        0.62      12.00      41.0210     44.0210     No
      2      US#5[M16]       60.00        0.62      10.50      44.0171     44.8960     No
      2      US#5[M16]       60.00        0.62       9.00      44.8960     46.3960     No
      2      US#5[M16]       60.00        0.62       7.50      46.3960     47.0210     No
      2      US#5[M16]       60.00        0.62       3.00      47.0210     47.2710     No
      2      US#4[M13]       60.00        0.40       9.00      44.5210     47.5210    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 47.5000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.9530 in2       Ycg =  3.56 in
         P_init    =      382.8 kips  Ecc = 13.50 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    10.49 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.633 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.37 ksi    0.00 ksi
    due to Composite Loads                                 -1.08 ksi    0.00 ksi
    due to Live Loads                                      -4.42 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                         9.10 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 10.49 ksi  ( 5.35 %)            13.53 ksi ( 6.90 %)
Total Prestress Losses                                    24.03 ksi (12.26 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    22.0    17.5    36.0    67.7    90.4   103.9   108.5
(Max)       V       9.3     8.3     8.5     7.6     5.7     3.8     1.9     0.0
DL-Prec.  : M       0.0     7.4     5.9    12.2    22.8    30.5    35.1    36.6
DC(Max)     V       3.1     2.8     2.9     2.6     1.9     1.3     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    36.9    29.4    60.5   113.7   151.7   174.5   182.1
Haunch (Max)V      15.6    13.9    14.3    12.8     9.6     6.4     3.2     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.7     1.0     1.3     1.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    16.3    13.0    26.8    50.3    67.1    77.2    80.6
DC(Max)     V       6.9     6.2     6.3     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     7.3     5.8    11.9    22.4    29.9    34.4    35.9
DW(Max)     V       3.1     2.8     2.8     2.5     1.9     1.3     0.6     0.0
LL + I    : M+      0.0   137.3   109.7   223.0   407.1   522.6   588.9   596.0
            V      77.1    71.1    72.4    66.8    56.1    45.5    34.0    12.6
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    77.1    71.1    72.4    66.8    56.5    46.5    36.8    28.8
            M      -0.0   138.8   111.3   223.0   392.6   494.0   525.9   516.5
Total     : M+      0.0   227.5   181.6   370.7   684.8   893.2  1015.3  1041.2
            V     115.2   105.1   107.3    97.9    79.5    61.1    41.8    12.6
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   115.2   105.1   107.3    97.9    79.9    62.1    44.7    28.8
            M      -0.0   229.0   183.1   370.7   670.2   864.5   952.4   961.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.70   44.17   46.67
Self wt.  : M     103.9    90.4    67.7    36.0    17.5    22.0     0.0
(Max)       V       1.9     3.8     5.7     7.6     8.5     8.3     9.3
DL-Prec.  : M      35.1    30.5    22.8    12.2     5.9     7.4     0.0
DC(Max)     V       0.6     1.3     1.9     2.6     2.9     2.8     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     174.5   151.7   113.7    60.5    29.4    36.9     0.0
Haunch (Max)V       3.2     6.4     9.6    12.8    14.3    13.9    15.6
Diaphragm : M       1.3     1.0     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      77.2    67.1    50.3    26.8    13.0    16.3     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.3     6.2     6.9
DL-Comp   : M      34.4    29.9    22.4    11.9     5.8     7.3     0.0
DW(Max)     V       0.6     1.3     1.9     2.5     2.8     2.8     3.1
LL + I    : M+    588.8   522.6   407.1   223.0   109.7   137.3     0.0
            V      34.0    45.5    56.1    66.8    72.4    71.1    77.1
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    36.8    46.5    56.5    66.8    72.4    71.1    77.1
            M     525.9   494.0   392.6   223.0   111.3   138.8     0.0
Total     : M+   1015.3   893.1   684.8   370.7   181.6   227.5     0.0
            V      41.8    61.1    79.5    97.9   107.2   105.1   115.2
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    44.7    62.1    79.9    97.9   107.2   105.1   115.2
            M     952.3   864.5   670.2   370.7   183.1   229.0     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                9.3              9.3
Deck+Haunch            15.6             15.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.1              3.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           34.5             34.5
DL-Comp.(DW)           15.4             15.4
Live                   72.5             72.5
        Truck          57.6             57.6
        Lane           14.9             14.9
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    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    22.0    17.5    36.0    67.7    90.4   103.9   108.5
(Max)       V       9.3     8.3     8.5     7.6     5.7     3.8     1.9     0.0
DL-Prec.  : M       0.0     7.4     5.9    12.2    22.8    30.5    35.1    36.6
DC(Max)     V       3.1     2.8     2.9     2.6     1.9     1.3     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    36.9    29.4    60.5   113.7   151.7   174.5   182.1
Haunch (Max)V      15.6    13.9    14.3    12.8     9.6     6.4     3.2     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.7     1.0     1.3     1.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    16.3    13.0    26.8    50.3    67.1    77.2    80.6
DC(Max)     V       6.9     6.2     6.3     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     7.3     5.8    11.9    22.4    29.9    34.4    35.9
DW(Max)     V       3.1     2.8     2.8     2.5     1.9     1.3     0.6     0.0
LL + I    : M+      0.0   109.9    87.8   178.4   325.7   418.1   471.1   476.8
            V      61.7    56.9    57.9    53.4    44.9    36.4    27.2    10.0
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    61.7    56.9    57.9    53.4    45.2    37.2    29.5    23.0
            M      -0.0   111.1    89.0   178.4   314.1   395.2   420.7   413.2
Total     : M+      0.0   200.0   159.6   326.1   603.4   788.7   897.5   922.0
            V      99.8    90.9    92.8    84.6    68.3    52.0    35.0    10.1
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    99.8    90.9    92.8    84.6    68.6    52.8    37.3    23.1
            M      -0.0   201.2   160.9   326.1   591.7   765.7   847.2   858.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.70   44.17   46.67
Self wt.  : M     103.9    90.4    67.7    36.0    17.5    22.0     0.0
(Max)       V       1.9     3.8     5.7     7.6     8.5     8.3     9.3
DL-Prec.  : M      35.1    30.5    22.8    12.2     5.9     7.4     0.0
DC(Max)     V       0.6     1.3     1.9     2.6     2.9     2.8     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     174.5   151.7   113.7    60.5    29.4    36.9     0.0
Haunch (Max)V       3.2     6.4     9.6    12.8    14.3    13.9    15.6
Diaphragm : M       1.3     1.0     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      77.2    67.1    50.3    26.8    13.0    16.3     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.3     6.2     6.9
DL-Comp   : M      34.4    29.9    22.4    11.9     5.8     7.3     0.0
DW(Max)     V       0.6     1.3     1.9     2.5     2.8     2.8     3.1
LL + I    : M+    471.1   418.1   325.7   178.4    87.8   109.9     0.0
            V      27.2    36.4    44.9    53.4    57.9    56.9    61.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    29.4    37.2    45.2    53.4    57.9    56.9    61.7
            M     420.7   395.2   314.1   178.4    89.0   111.1     0.0
Total     : M+    897.5   788.6   603.3   326.1   159.6   200.0     0.0
            V      35.0    52.0    68.3    84.6    92.8    90.9    99.8
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    37.3    52.8    68.6    84.6    92.8    90.9    99.8
            M     847.2   765.7   591.7   326.1   160.9   201.2     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    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    27.5    21.9    45.1    84.7   112.9   129.9   135.6
(Max)       V      11.6    10.4    10.6     9.5     7.1     4.7     2.4     0.0
Self wt.  : M       0.0    19.8    15.8    32.4    61.0    81.3    93.5    97.6
(Min)       V       8.4     7.5     7.7     6.8     5.1     3.4     1.7     0.0
DL-Prec.  : M       0.0     9.3     7.4    15.2    28.5    38.1    43.8    45.7
DC(Max)     V       3.9     3.5     3.6     3.2     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     6.7     5.3    10.9    20.6    27.4    31.5    32.9
DC(Min)     V       2.8     2.5     2.6     2.3     1.7     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
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    46.2    36.8    75.6   142.1   189.6   218.1   227.6
Haunch (Max)V      19.5    17.4    17.9    15.9    12.0     8.0     4.0     0.0
Deck +    : M       0.0    33.2    26.5    54.4   102.3   136.5   157.0   163.9
Haunch (Min)V      14.0    12.5    12.9    11.5     8.6     5.7     2.9     0.0
Diaphragm : M       0.0     0.2     0.2     0.4     0.8     1.3     1.7     2.1
(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     0.6     0.9     1.2     1.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    20.4    16.3    33.5    62.9    83.9    96.5   100.7
DC(Max)     V       8.6     7.7     7.9     7.1     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    14.7    11.7    24.1    45.3    60.4    69.5    72.5
DC(Min)     V       6.2     5.6     5.7     5.1     3.8     2.5     1.3     0.0
DL-Comp   : M       0.0    10.9     8.7    17.9    33.7    44.9    51.7    53.9
DW(Max)     V       4.6     4.1     4.2     3.8     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     4.7     3.8     7.8    14.6    19.5    22.4    23.4
DW(Min)     V       2.0     1.8     1.8     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   240.3   192.0   390.3   712.5   914.6  1030.5  1043.0
            V     135.0   124.4   126.6   116.9    98.2    79.6    59.4    22.0
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   135.0   124.4   126.6   116.9    98.8    81.4    64.4    50.3
            M      -0.0   243.0   194.7   390.3   687.0   864.5   920.4   903.9
Total     : M+      0.0   354.9   283.3   577.9  1065.1  1385.3  1572.2  1608.5
            V     183.4   167.6   170.9   156.4   127.9    99.4    69.4    22.1
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   183.4   167.6   170.9   156.4   128.5   101.2    74.4    50.4
            M      -0.0   357.5   286.0   577.9  1039.7  1335.1  1462.0  1469.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.70   44.17   46.67
Self wt.  : M     129.9   112.9    84.7    45.1    21.9    27.5     0.0
(Max)       V       2.4     4.7     7.1     9.5    10.6    10.4    11.6
Self wt.  : M      93.5    81.3    61.0    32.4    15.8    19.8     0.0
(Min)       V       1.7     3.4     5.1     6.8     7.7     7.5     8.4
DL-Prec.  : M      43.8    38.1    28.5    15.2     7.4     9.3     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.5     3.9
DL-Prec.  : M      31.5    27.4    20.6    10.9     5.3     6.7     0.0
DC(Min)     V       0.6     1.2     1.7     2.3     2.6     2.5     2.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     218.1   189.6   142.1    75.6    36.8    46.2     0.0
Haunch (Max)V       4.0     8.0    12.0    15.9    17.9    17.4    19.5
Deck +    : M     157.0   136.5   102.3    54.4    26.5    33.2     0.0
Haunch (Min)V       2.9     5.7     8.6    11.5    12.9    12.5    14.0
Diaphragm : M       1.6     1.2     0.8     0.4     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       1.2     0.9     0.6     0.3     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      96.5    83.9    62.9    33.5    16.3    20.4     0.0
DC(Max)     V       1.8     3.5     5.3     7.1     7.9     7.7     8.6
DL-Comp   : M      69.5    60.4    45.3    24.1    11.7    14.7     0.0
DC(Min)     V       1.3     2.5     3.8     5.1     5.7     5.6     6.2
DL-Comp   : M      51.7    44.9    33.7    17.9     8.7    10.9     0.0
DW(Max)     V       0.9     1.9     2.8     3.8     4.2     4.1     4.6
DL-Comp   : M      22.4    19.5    14.6     7.8     3.8     4.7     0.0
DW(Min)     V       0.4     0.8     1.2     1.6     1.8     1.8     2.0
LL + I    : M+   1030.5   914.6   712.5   390.3   192.0   240.3     0.0
            V      59.4    79.6    98.2   116.9   126.6   124.4   135.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    64.4    81.4    98.8   116.9   126.6   124.4   135.0
            M     920.4   864.4   687.0   390.3   194.7   243.0     0.0
Total     : M+   1572.1  1385.2  1065.1   577.9   283.3   354.8     0.0
            V      69.4    99.4   127.9   156.4   170.9   167.6   183.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    74.4   101.2   128.5   156.4   170.9   167.6   183.4
            M    1462.0  1335.1  1039.6   577.9   286.0   357.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.6             11.6
Deck+Haunch            19.5             19.5
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.9              3.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           43.2             43.2
DL-Comp.(DW)           23.1             23.1
Live                  126.9            126.9
        Truck         100.8            100.8
        Lane           26.1             26.1
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    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    22.0    17.5    36.0    67.7    90.4   103.9   108.5
(Max)       V       9.3     8.3     8.5     7.6     5.7     3.8     1.9     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     7.4     5.9    12.2    22.8    30.5    35.1    36.6
DC(Max)     V       3.1     2.8     2.9     2.6     1.9     1.3     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    36.9    29.4    60.5   113.7   151.7   174.5   182.1
Haunch (Max)V      15.6    13.9    14.3    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     0.2     0.1     0.3     0.7     1.0     1.3     1.6
(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    16.3    13.0    26.8    50.3    67.1    77.2    80.6
DC(Max)     V       6.9     6.2     6.3     5.6     4.2     2.8     1.4     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     7.3     5.8    11.9    22.4    29.9    34.4    35.9
DW(Max)     V       3.1     2.8     2.8     2.5     1.9     1.3     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   126.9   101.7   203.5   356.4   455.1   516.6   529.0
            V      74.4    67.6    69.1    62.8    51.9    43.4    36.6    24.4
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    74.4    67.6    69.1    62.8    51.9    43.4    36.6    29.9
            M       0.0   126.9   101.7   203.5   356.4   455.1   516.6   529.0
Total     : M+      0.0   217.0   173.6   351.2   634.1   825.7   943.1   974.3
            V     112.5   101.6   104.0    93.9    75.3    59.0    44.5    24.5
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   112.5   101.6   104.0    93.9    75.3    59.0    44.5    29.9
            M       0.0   217.0   173.6   351.2   634.1   825.7   943.1   974.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.70   44.17   46.67
Self wt.  : M     103.9    90.4    67.7    36.0    17.5    22.0     0.0
(Max)       V       1.9     3.8     5.7     7.6     8.5     8.3     9.3
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      35.1    30.5    22.8    12.2     5.9     7.4     0.0
DC(Max)     V       0.6     1.3     1.9     2.6     2.9     2.8     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     174.5   151.7   113.7    60.5    29.4    36.9     0.0
Haunch (Max)V       3.2     6.4     9.6    12.8    14.3    13.9    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       1.3     1.0     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      77.2    67.1    50.3    26.8    13.0    16.3     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.3     6.2     6.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      34.4    29.9    22.4    11.9     5.8     7.3     0.0
DW(Max)     V       0.6     1.3     1.9     2.5     2.8     2.8     3.1
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+    516.6   455.1   356.4   203.5   101.7   126.9     0.0
            V      36.6    43.4    51.9    62.8    69.1    67.6    74.4
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    36.6    43.4    51.9    62.8    69.1    67.6    74.4
            M     516.6   455.1   356.4   203.5   101.7   126.9     0.0
Total     : M+    943.0   825.6   634.1   351.2   173.6   217.0     0.0
            V      44.5    59.0    75.3    93.9   104.0   101.6   112.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    44.5    59.0    75.3    93.9   104.0   101.6   112.5
            M     943.0   825.6   634.1   351.2   173.6   217.0     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.77    9.53   14.30   19.07   23.83
 
Beam-Self
Precast-top    0.113   0.173   0.306   0.400   0.455   0.474 
Bottom        -0.086  -0.131  -0.231  -0.301  -0.341  -0.355 
 
Prestress
Precast-top   -0.065  -0.145  -0.361  -0.573  -0.783  -0.783 
Bottom         1.764   1.824   1.982   2.137   2.289   2.289 
 
Total
Precast-top    0.048   0.027  -0.055  -0.173  -0.327  -0.308 
Bottom         1.678   1.693   1.751   1.836   1.948   1.934 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.43 %)
             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    4.27    9.03   13.80   18.57   23.33
 
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   0.016   0.013   0.027   0.050   0.067   0.077   0.080 
Precast-top    0.007   0.232   0.201   0.346   0.570   0.675   0.661   0.721 
Bottom         0.255   1.308   1.077   1.199   0.978   0.864   0.853   0.801 
 

 
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    4.77    9.53   14.30   19.07   23.83
 
Beam-Self
Precast-top    0.113   0.173   0.306   0.400   0.455   0.474 
Bottom        -0.086  -0.131  -0.231  -0.301  -0.341  -0.355 
 
Prestress
Precast-top   -0.065  -0.145  -0.361  -0.573  -0.783  -0.783 
Bottom         1.764   1.824   1.982   2.137   2.289   2.289 
 
Total
Precast-top    0.048   0.027  -0.055  -0.173  -0.327  -0.308 
Bottom         1.678   1.693   1.751   1.836   1.948   1.934 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.397   0.358 
Ast_prvd, in2  0.880   0.880   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.43 %)
             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    4.27    9.03   13.80   18.57   23.33
 
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    4.27    9.03   13.80   18.57   23.33
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.096   0.077   0.155   0.272   0.348   0.394   0.404 
Precast-top    0.004   0.157   0.133   0.238   0.399   0.483   0.495   0.529 
Bottom         0.128   0.438   0.364   0.254  -0.113  -0.334  -0.439  -0.486 
 

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
    183.4    6.0   44.1    0.165   1.6   6.00e-3 50.0    185.9     1.007    3.013      0.66
      0.0    0.2   44.0     31.5 0.153      16.3 0.87    12.00     0.085    1.628 
Transfer:   3.00
    167.6    6.0   44.1    0.991   9.8   4.55e-3 44.9    156.3     0.717    1.242      0.00
    357.5    1.2   43.5    189.0 0.135      20.1 1.09    12.00     0.085    1.615 
Critical:   4.12
    160.4    6.0   44.1    1.057   9.8   3.37e-3 40.8    143.4     0.569    1.020      0.00
    497.5    1.3   43.5    189.0 0.129      25.1 1.36    12.00     0.085    1.636 
0.1L    :   4.77
    156.4    6.0   44.1    1.094   9.8   3.19e-3 40.2    138.0     0.536    1.020      0.00
    577.9    1.3   43.4    189.0 0.126      26.0 1.41    12.00     0.085    1.716 
0.2L    :   9.53
    128.5    6.0   40.4    1.765   9.8   2.01e-3 36.0    100.9     0.371    0.719      0.00
   1039.7    1.7   39.5    189.0 0.112      32.1 1.92    24.00     0.085    1.662 
0.3L    :  14.30
    101.2    6.0   42.0    1.953   9.8   2.02e-3 36.1     69.4     0.246    0.719      0.00
   1335.1    1.9   41.1    189.0 0.083      33.3 1.91    24.00     0.085    2.187 
0.4L    :  19.07
     74.4    6.0   43.7    1.953   0.0   2.08e-3 36.3     48.6     0.167    0.282      0.00
   1462.0    1.9   42.8    189.0 0.064      34.0 1.88    24.00     0.085    1.408 
0.5L    :  23.83
     50.4    6.0   43.7    1.953   0.0   1.68e-3 34.9     17.6     0.085    0.282      0.00
   1469.4    1.9   42.8    189.0 0.044      38.5 2.12    24.00     0.085    2.232 
0.6L    :  28.60
     74.4    6.0   43.7    1.953   0.0   2.08e-3 36.3     48.6     0.167    0.282      0.00
   1462.0    1.9   42.8    189.0 0.064      34.0 1.88    24.00     0.085    1.408 
0.7L    :  33.37
    101.2    6.0   42.0    1.953   9.8   2.02e-3 36.1     69.4     0.246    0.719      0.00
   1335.1    1.9   41.1    189.0 0.083      33.3 1.91    24.00     0.085    2.188 
0.8L    :  38.13
    128.5    6.0   40.4    1.765   9.8   2.01e-3 36.0    100.9     0.371    0.719      0.00
   1039.6    1.7   39.5    189.0 0.112      32.1 1.92    24.00     0.085    1.662 
0.9L    :  42.90
    156.4    6.0   44.1    1.094   9.8   3.19e-3 40.2    138.0     0.536    1.020      0.00
    577.9    1.3   43.4    189.0 0.126      26.0 1.41    12.00     0.085    1.716 
Critical:  43.55
    160.4    6.0   44.1    1.057   9.8   3.37e-3 40.8    143.4     0.569    1.020      0.00
    497.5    1.3   43.5    189.0 0.129      25.1 1.36    12.00     0.085    1.637 
Transfer:  44.67
    167.6    6.0   44.1    0.991   9.8   4.55e-3 44.9    156.3     0.717    1.242      0.00
    357.5    1.2   43.5    189.0 0.135      20.1 1.09    12.00     0.085    1.615 
Bearing :  47.17
    183.4    6.0   44.1    0.165   1.6   6.00e-3 50.0    185.9     1.007    3.013      0.66
      0.0    0.2   44.0     31.5 0.153      16.3 0.87    12.00     0.085    1.628 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  382.83
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.77
 
 
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
    183.4      4.63     44.11    0.21       44.00    24.00      0.090      1.319      0.422      0.533 
Transfer:      2.50
    167.6      4.28     44.11    1.22       43.50    24.00      0.090      1.202      0.352      0.533 
Critical:      3.62
    160.5      4.10     44.11    1.30       43.46    24.00      0.090      1.143      0.317      0.400 
0.1L    :      4.27
    156.4      4.00     44.11    1.35       43.43    24.00      0.090      1.109      0.296      0.400 
0.2L    :      9.03
    128.5      3.61     40.36    1.69       39.52    24.00      0.090      0.980      0.219      0.282 
0.3L    :     13.80
    101.2      2.74     42.03    1.86       41.10    24.00      0.090      0.687      0.043      0.282 
0.4L    :     18.57
     74.4      1.93     43.69    1.86       42.76    24.00      0.090      0.419      0.000      0.282 
0.5L    :     23.33
     50.4      1.31     43.69    1.86       42.76    24.00      0.090      0.212      0.000      0.282 
0.6L    :     28.10
     74.4      1.93     43.69    1.86       42.76    24.00      0.090      0.419      0.000      0.282 
0.7L    :     32.87
    101.2      2.74     42.03    1.86       41.10    24.00      0.090      0.687      0.043      0.282 
0.8L    :     37.63
    128.5      3.61     40.36    1.69       39.52    24.00      0.090      0.980      0.219      0.282 
0.9L    :     42.40
    156.4      4.00     44.11    1.35       43.43    24.00      0.090      1.109      0.296      0.400 
Critical:     43.05
    160.5      4.10     44.11    1.30       43.46    24.00      0.090      1.143      0.317      0.400 
Transfer:     44.17
    167.6      4.28     44.11    1.22       43.50    24.00      0.090      1.202      0.352      0.533 
Bearing :     46.67
    183.4      4.63     44.11    0.21       44.00    24.00      0.090      1.319      0.422      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.27 ft
Prestress      :       0.219  1.80      0.394  2.20      0.482
Self Wt.       :      -0.052  1.85     -0.097  2.40     -0.125
Deck + Haunch  :                       -0.071  2.30     -0.164
DL-Prec. (DC)  :                       -0.014  3.00     -0.043
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 9.03 ft
Prestress      :       0.400  1.80      0.720  2.20      0.880
Self Wt.       :      -0.098  1.85     -0.182  2.40     -0.236
Deck + Haunch  :                       -0.142  2.30     -0.327
DL-Prec. (DC)  :                       -0.029  3.00     -0.086
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.017  3.00     -0.051
DL-Comp. (DW)  :                       -0.008  3.00     -0.023
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 13.80 ft
Prestress      :       0.534  1.80      0.960  2.20      1.174
Self Wt.       :      -0.134  1.85     -0.247  2.40     -0.321
Deck + Haunch  :                       -0.197  2.30     -0.454
DL-Prec. (DC)  :                       -0.040  3.00     -0.119
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.024  3.00     -0.071
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 18.57 ft
Prestress      :       0.614  1.80      1.105  2.20      1.350
Self Wt.       :      -0.156  1.85     -0.288  2.40     -0.373
Deck + Haunch  :                       -0.231  2.30     -0.532
DL-Prec. (DC)  :                       -0.046  3.00     -0.139
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.028  3.00     -0.084
DL-Comp. (DW)  :                       -0.012  3.00     -0.037
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 23.33 ft
Prestress      :       0.643  1.80      1.157  2.20      1.414
Self Wt.       :      -0.163  1.85     -0.302  2.40     -0.392
Deck + Haunch  :                       -0.243  2.30     -0.560
DL-Prec. (DC)  :                       -0.049  3.00     -0.147
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.029  3.00     -0.088
DL-Comp. (DW)  :                       -0.013  3.00     -0.039
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 28.10 ft
Prestress      :       0.614  1.80      1.105  2.20      1.350
Self Wt.       :      -0.156  1.85     -0.288  2.40     -0.373
Deck + Haunch  :                       -0.231  2.30     -0.532
DL-Prec. (DC)  :                       -0.046  3.00     -0.139
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.028  3.00     -0.084
DL-Comp. (DW)  :                       -0.012  3.00     -0.037
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 32.87 ft
Prestress      :       0.534  1.80      0.960  2.20      1.174
Self Wt.       :      -0.134  1.85     -0.247  2.40     -0.321
Deck + Haunch  :                       -0.197  2.30     -0.454
DL-Prec. (DC)  :                       -0.040  3.00     -0.119
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.024  3.00     -0.071
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 37.63 ft
Prestress      :       0.400  1.80      0.720  2.20      0.880
Self Wt.       :      -0.098  1.85     -0.182  2.40     -0.236
Deck + Haunch  :                       -0.142  2.30     -0.327
DL-Prec. (DC)  :                       -0.029  3.00     -0.086
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.017  3.00     -0.051
DL-Comp. (DW)  :                       -0.008  3.00     -0.023
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 42.40 ft
Prestress      :       0.219  1.80      0.394  2.20      0.482
Self Wt.       :      -0.052  1.85     -0.097  2.40     -0.125
Deck + Haunch  :                       -0.071  2.30     -0.164
DL-Prec. (DC)  :                       -0.014  3.00     -0.043
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
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
   354.9    38.1  1.274  267.1    1.4   1.22   1062.4  0.092T 1.00       -       -     -     -  
H/2     :   1.97
   283.3    37.9  1.048  267.6    1.2   1.01    874.0  0.112T 1.00       -       -     -     -  
0.1L    :   4.27
   577.9    38.7  1.406  266.9    1.6   1.35   1189.4  0.083T 1.00       -       -     -     -  
0.2L    :   9.03
  1065.1    40.4  1.765  266.3    2.0   1.69   1547.5  0.065T 1.00       -       -     -     -  
0.3L    :  13.80
  1385.3    42.0  1.953  266.1    2.2   1.86   1779.5  0.059T 1.00    269.1   269.1    6.61    -  
0.4L    :  18.57
  1572.2    43.7  1.953  266.2    2.2   1.86   1852.7  0.059T 1.00    238.0   238.0    7.78    -  
0.5L    :  23.33
  1608.5    43.7  1.953  266.2    2.2   1.86   1852.7  0.059T 1.00    225.8   225.8    8.20    -  
0.6L    :  28.10
  1572.1    43.7  1.953  266.2    2.2   1.86   1852.7  0.059T 1.00    238.0   238.0    7.78    -  
0.7L    :  32.87
  1385.2    42.0  1.953  266.1    2.2   1.86   1779.5  0.059T 1.00    269.2   269.2    6.61    -  
0.8L    :  37.63
  1065.1    40.4  1.765  266.3    2.0   1.69   1547.5  0.065T 1.00       -       -     -     -  
0.9L    :  42.40
   577.9    38.7  1.406  266.9    1.6   1.35   1189.4  0.083T 1.00       -       -     -     -  
H/2     :  44.70
   283.3    37.9  1.048  267.6    1.2   1.01    874.0  0.112T 1.00       -       -     -     -  
Transfer:  44.17
   354.8    38.1  1.274  267.1    1.4   1.22   1062.4  0.092T 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 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.117
        M   2.00 Fb     0.470
 
  2   1 E  36.00 Ft     0.208
        M   6.00 Fb     0.413
 
  3   1 E  34.00 Ft     0.504
        M   4.00 Fb     0.379
 
  4   2 E   6.00 Ft     0.394
        M   6.00 Fb     0.844
 
  5   2 E   2.00 Ft     0.163
        M   2.00 Fb     1.400
 
  6   1 E   2.00 Ft     0.048
        M   2.00 Fb     1.678
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 47.67            Release Length, ft: 47.67
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   9
No. of strands, Draped:   2           No. of strands, Straight:   7
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.35 %               Final losses: 12.26 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.948   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.327   0.4L/0.6L
      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)                  1852.66     1608.53     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   0.080     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.721     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.308    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   0.529     Midspan
    Pre.Bot:                                                             2.000   0.438    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  23.33 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.643  1.80      1.157  2.20      1.414
Self Wt.       :      -0.163  1.85     -0.302  2.40     -0.392
Deck + Haunch  :                       -0.243  2.30     -0.560
DL-Prec. (DC)  :                       -0.049  3.00     -0.147
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.029  3.00     -0.088
DL-Comp. (DW)  :                       -0.013  3.00     -0.039
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

