 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/24/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : D Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1)The Bridge span is 65 feet, girder spacing is 7.5 feet, and deck overhang width is 3 feet 
                     and 1 inch.
                     (2)The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from 11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3)The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.0 inches.
                     (4)The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to that 
                     evenly distributed to a four-girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail. 
                     (5)One steel diaphragm of 0.285 kips is at the center of span. 
                     (6)Live load moment and shear distribution factor is determined based on 0- and 60-degree 
                     skews, respectively.  
                     (7)Total initial prestress is based on 72.6% f's (f's = 270 ksi) and 0.6-inch diameter strands 
                     with As = 0.217 square inches.
                     (8)There is a hold-down point is at 0.35L of the beam length.
                     (9)The beam lifting and supporting points are 1.375' and 3.3', respectively.
                     (10)The girder concrete strengths at release and at final are 4.5 and 5 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_ff12.tmp\D65-0_35\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  =       20.000
Bridge c/s,MI(Ixx), in4 =   2826832.75
 
SPAN DATA
---------
Precast length    , ft =     66.000
Bearing-to-bearing, ft =     65.000
Release span      , ft =     66.000
 
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-D    3.083    638.7   214974.0  54.00  24.37  20.00   6.833
 2             IA-Std-D    7.500    638.7   214974.0  54.00  24.37  20.00   7.500
 3             IA-Std-D    7.500    638.7   214974.0  54.00  24.37  20.00   7.500
 4             IA-Std-D    7.500    638.7   214974.0  54.00  24.37  20.00   7.500
 5             IA-Std-D    7.500    638.7   214974.0  54.00  24.37  20.00   6.834
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      5.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4286.830        3586.620
K1            =      1.000           1.000
f'ci,ksi      =      4.500 
Eci ,ksi      =   4066.840
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.35L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: 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        0.056    0.00       0.056   65.00   Additional Overhang
   1    1    DC Line        0.010    0.00       0.010   65.00   Additional Haunch
   1    1    DC Line        0.064    0.00       0.064   65.00   Sacrificial Wearing Surface
   1    2    DC Line        0.010    0.00       0.010   65.00   Additional Haunch
   1    2    DC Line        0.070    0.00       0.070   65.00   Sacrificial Wearing Surface
   1    3    DC Line        0.010    0.00       0.010   65.00   Additional Haunch
   1    3    DC Line        0.070    0.00       0.070   65.00   Sacrificial Wearing Surface
   1    4    DC Line        0.010    0.00       0.010   65.00   Additional Haunch
   1    4    DC Line        0.070    0.00       0.070   65.00   Sacrificial Wearing Surface
   1    5    DC Line        0.056    0.00       0.056   65.00   Additional Overhang
   1    5    DC Line        0.010    0.00       0.010   65.00   Additional Haunch
   1    5    DC Line        0.064    0.00       0.064   65.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.143   32.500
   1    2        0.285   32.500
   1    3        0.285   32.500
   1    4        0.285   32.500
   1    5        0.143   30.000
 
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   65.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   65.00   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    0.078     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              4.50 ksi 
  Elasticity          4066.8 ksi 
  Max comp              2.92 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.51 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      5.00 ksi    4.00 ksi 
  Elasticity 4286.83 ksi 3586.62 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:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 23.10 ft from member end )
 
END PATTERN (Ycg = 18.50 in):
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @ 46.500 in 
  2 @ 50.500 in                                           
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
 
  2 @  2.000 in 2 @  6.000 in   
 
(B) Straight:
 
  4 @  2.000 in 2 @  4.000 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#3[M10]  60.0  0.22    4.50  0.1250  0.8750 No        
       2 US#4[M13]  60.0  0.40    9.00  0.1250  3.1250 Yes       
       2 US#5[M16]  60.0  0.62    9.00  0.5000  2.7500 No        
       2 US#5[M16]  60.0  0.62    9.75  2.7500  3.5630 No        
       2 US#5[M16]  60.0  0.62   11.25  3.5630  4.5098 No        
       2 US#4[M13]  60.0  0.40   10.50  3.1250  4.0000 Yes       
       2 US#4[M13]  60.0  0.40   12.00  4.0000  6.0000 Yes       
       2 US#5[M16]  60.0  0.62   12.00  4.5098  5.5098 No        
       2 US#5[M16]  60.0  0.62   15.00  5.5098  6.7598 No        
       2 US#5[M16]  60.0  0.62   18.00  6.7598 18.7500 No        
       2 US#4[M13]  60.0  0.40   18.00  6.0000 60.0000 Yes       
       2 US#5[M16]  60.0  0.62   18.00 47.2500 59.2402 No        
       2 US#5[M16]  60.0  0.62   15.00 59.2402 60.4902 No        
       2 US#5[M16]  60.0  0.62   12.00 60.4902 61.4902 No        
       2 US#4[M13]  60.0  0.40   12.00 60.0000 62.0000 Yes       
       2 US#4[M13]  60.0  0.40   10.50 62.0000 62.8750 Yes       
       2 US#5[M16]  60.0  0.62   11.25 61.4902 62.4370 No        
       2 US#5[M16]  60.0  0.62    9.75 62.4370 63.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 63.2500 65.5000 No        
       2 US#4[M13]  60.0  0.40    9.00 62.8750 65.8750 Yes       
       2 US#5[M16]  60.0  0.62    4.50 65.5000 65.8750 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 62.0000 66.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 23.0000       3.00 
      2 US#5[M16]           2.00 0.620 43.0000 66.0000       3.00 
      2 US#6[M19]           2.00 0.880 20.5000 45.5000       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:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 23.10 ft from member end )
 
END PATTERN (Ycg = 18.50 in):
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @ 46.500 in 
  2 @ 50.500 in                                           
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
 
  2 @  2.000 in 2 @  6.000 in   
 
(B) Straight:
 
  4 @  2.000 in 2 @  4.000 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#3[M10]  60.0  0.22    4.50  0.1250  0.8750 No        
       2 US#4[M13]  60.0  0.40    9.00  0.1250  3.1250 Yes       
       2 US#5[M16]  60.0  0.62    9.00  0.5000  2.7500 No        
       2 US#5[M16]  60.0  0.62    9.75  2.7500  3.5630 No        
       2 US#5[M16]  60.0  0.62   11.25  3.5630  4.5098 No        
       2 US#4[M13]  60.0  0.40   10.50  3.1250  4.0000 Yes       
       2 US#4[M13]  60.0  0.40   12.00  4.0000  6.0000 Yes       
       2 US#5[M16]  60.0  0.62   12.00  4.5098  5.5098 No        
       2 US#5[M16]  60.0  0.62   15.00  5.5098  6.7598 No        
       2 US#5[M16]  60.0  0.62   18.00  6.7598 18.7500 No        
       2 US#4[M13]  60.0  0.40   18.00  6.0000 60.0000 Yes       
       2 US#5[M16]  60.0  0.62   18.00 47.2500 59.2402 No        
       2 US#5[M16]  60.0  0.62   15.00 59.2402 60.4902 No        
       2 US#5[M16]  60.0  0.62   12.00 60.4902 61.4902 No        
       2 US#4[M13]  60.0  0.40   12.00 60.0000 62.0000 Yes       
       2 US#4[M13]  60.0  0.40   10.50 62.0000 62.8750 Yes       
       2 US#5[M16]  60.0  0.62   11.25 61.4902 62.4370 No        
       2 US#5[M16]  60.0  0.62    9.75 62.4370 63.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 63.2500 65.5000 No        
       2 US#4[M13]  60.0  0.40    9.00 62.8750 65.8750 Yes       
       2 US#5[M16]  60.0  0.62    4.50 65.5000 65.8750 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 62.0000 66.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 23.0000       3.00 
      2 US#5[M16]           2.00 0.620 43.0000 66.0000       3.00 
      2 US#6[M19]           2.00 0.880 20.5000 45.5000       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:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 23.10 ft from member end )
 
END PATTERN (Ycg = 18.50 in):
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @ 46.500 in 
  2 @ 50.500 in                                           
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
 
  2 @  2.000 in 2 @  6.000 in   
 
(B) Straight:
 
  4 @  2.000 in 2 @  4.000 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#3[M10]  60.0  0.22    4.50  0.1250  0.8750 No        
       2 US#4[M13]  60.0  0.40    9.00  0.1250  3.1250 Yes       
       2 US#5[M16]  60.0  0.62    9.00  0.5000  2.7500 No        
       2 US#5[M16]  60.0  0.62    9.75  2.7500  3.5630 No        
       2 US#5[M16]  60.0  0.62   11.25  3.5630  4.5098 No        
       2 US#4[M13]  60.0  0.40   10.50  3.1250  4.0000 Yes       
       2 US#4[M13]  60.0  0.40   12.00  4.0000  6.0000 Yes       
       2 US#5[M16]  60.0  0.62   12.00  4.5098  5.5098 No        
       2 US#5[M16]  60.0  0.62   15.00  5.5098  6.7598 No        
       2 US#5[M16]  60.0  0.62   18.00  6.7598 18.7500 No        
       2 US#4[M13]  60.0  0.40   18.00  6.0000 60.0000 Yes       
       2 US#5[M16]  60.0  0.62   18.00 47.2500 59.2402 No        
       2 US#5[M16]  60.0  0.62   15.00 59.2402 60.4902 No        
       2 US#5[M16]  60.0  0.62   12.00 60.4902 61.4902 No        
       2 US#4[M13]  60.0  0.40   12.00 60.0000 62.0000 Yes       
       2 US#4[M13]  60.0  0.40   10.50 62.0000 62.8750 Yes       
       2 US#5[M16]  60.0  0.62   11.25 61.4902 62.4370 No        
       2 US#5[M16]  60.0  0.62    9.75 62.4370 63.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 63.2500 65.5000 No        
       2 US#4[M13]  60.0  0.40    9.00 62.8750 65.8750 Yes       
       2 US#5[M16]  60.0  0.62    4.50 65.5000 65.8750 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 62.0000 66.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 23.0000       3.00 
      2 US#5[M16]           2.00 0.620 43.0000 66.0000       3.00 
      2 US#6[M19]           2.00 0.880 20.5000 45.5000       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:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 23.10 ft from member end )
 
END PATTERN (Ycg = 18.50 in):
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @ 46.500 in 
  2 @ 50.500 in                                           
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
 
  2 @  2.000 in 2 @  6.000 in   
 
(B) Straight:
 
  4 @  2.000 in 2 @  4.000 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#3[M10]  60.0  0.22    4.50  0.1250  0.8750 No        
       2 US#4[M13]  60.0  0.40    9.00  0.1250  3.1250 Yes       
       2 US#5[M16]  60.0  0.62    9.00  0.5000  2.7500 No        
       2 US#5[M16]  60.0  0.62    9.75  2.7500  3.5630 No        
       2 US#5[M16]  60.0  0.62   11.25  3.5630  4.5098 No        
       2 US#4[M13]  60.0  0.40   10.50  3.1250  4.0000 Yes       
       2 US#4[M13]  60.0  0.40   12.00  4.0000  6.0000 Yes       
       2 US#5[M16]  60.0  0.62   12.00  4.5098  5.5098 No        
       2 US#5[M16]  60.0  0.62   15.00  5.5098  6.7598 No        
       2 US#5[M16]  60.0  0.62   18.00  6.7598 18.7500 No        
       2 US#4[M13]  60.0  0.40   18.00  6.0000 60.0000 Yes       
       2 US#5[M16]  60.0  0.62   18.00 47.2500 59.2402 No        
       2 US#5[M16]  60.0  0.62   15.00 59.2402 60.4902 No        
       2 US#5[M16]  60.0  0.62   12.00 60.4902 61.4902 No        
       2 US#4[M13]  60.0  0.40   12.00 60.0000 62.0000 Yes       
       2 US#4[M13]  60.0  0.40   10.50 62.0000 62.8750 Yes       
       2 US#5[M16]  60.0  0.62   11.25 61.4902 62.4370 No        
       2 US#5[M16]  60.0  0.62    9.75 62.4370 63.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 63.2500 65.5000 No        
       2 US#4[M13]  60.0  0.40    9.00 62.8750 65.8750 Yes       
       2 US#5[M16]  60.0  0.62    4.50 65.5000 65.8750 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 62.0000 66.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 23.0000       3.00 
      2 US#5[M16]           2.00 0.620 43.0000 66.0000       3.00 
      2 US#6[M19]           2.00 0.880 20.5000 45.5000       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:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 23.10 ft from member end )
 
END PATTERN (Ycg = 18.50 in):
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @ 46.500 in 
  2 @ 50.500 in                                           
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
 
  2 @  2.000 in 2 @  6.000 in   
 
(B) Straight:
 
  4 @  2.000 in 2 @  4.000 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#3[M10]  60.0  0.22    4.50  0.1250  0.8750 No        
       2 US#4[M13]  60.0  0.40    9.00  0.1250  3.1250 Yes       
       2 US#5[M16]  60.0  0.62    9.00  0.5000  2.7500 No        
       2 US#5[M16]  60.0  0.62    9.75  2.7500  3.5630 No        
       2 US#5[M16]  60.0  0.62   11.25  3.5630  4.5098 No        
       2 US#4[M13]  60.0  0.40   10.50  3.1250  4.0000 Yes       
       2 US#4[M13]  60.0  0.40   12.00  4.0000  6.0000 Yes       
       2 US#5[M16]  60.0  0.62   12.00  4.5098  5.5098 No        
       2 US#5[M16]  60.0  0.62   15.00  5.5098  6.7598 No        
       2 US#5[M16]  60.0  0.62   18.00  6.7598 18.7500 No        
       2 US#4[M13]  60.0  0.40   18.00  6.0000 60.0000 Yes       
       2 US#5[M16]  60.0  0.62   18.00 47.2500 59.2402 No        
       2 US#5[M16]  60.0  0.62   15.00 59.2402 60.4902 No        
       2 US#5[M16]  60.0  0.62   12.00 60.4902 61.4902 No        
       2 US#4[M13]  60.0  0.40   12.00 60.0000 62.0000 Yes       
       2 US#4[M13]  60.0  0.40   10.50 62.0000 62.8750 Yes       
       2 US#5[M16]  60.0  0.62   11.25 61.4902 62.4370 No        
       2 US#5[M16]  60.0  0.62    9.75 62.4370 63.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 63.2500 65.5000 No        
       2 US#4[M13]  60.0  0.40    9.00 62.8750 65.8750 Yes       
       2 US#5[M16]  60.0  0.62    4.50 65.5000 65.8750 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 62.0000 66.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 23.0000       3.00 
      2 US#5[M16]           2.00 0.620 43.0000 66.0000       3.00 
      2 US#6[M19]           2.00 0.880 20.5000 45.5000       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-D                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   3.08/  7.50 ft
     thick: Top =  6.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  7.000 in                     Interior/Exterior  =   Exterior
            Bot =  7.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  7.000 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     =  20.000 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       0.056      0.00       0.056   65.00
     DC  Line       0.010      0.00       0.010   65.00
     DC  Line       0.064      0.00       0.064   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.000 ft
Release length = 66.000 ft
Design  length = 65.000 ft
 
Kern points:
------------
Upper    =   38.18 in
Lower    =   13.01 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.659   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.740   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.797   (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                  =        638.7 in2           1178.7 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           554873 in4#
Ht. of c.g.           =        24.37 in             39.92 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1337.7 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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     2.59     6.10    12.70    19.30    25.90    32.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    641.3    654.3    654.3    654.3    654.3    654.3    654.3    654.3
  Yb      ,  in    24.34    24.18    24.18    24.13    24.03    23.93    23.88    23.88
  MI(Ixx) , in4   215074   215902   215917   216534   218117   220248   221519   221519
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1181.2   1193.4   1193.4   1193.4   1193.4   1193.4   1193.4   1193.4
  Yb      ,  in    39.87    39.63    39.63    39.60    39.55    39.50    39.47    39.47
  MI(Ixx) , in4   556029   562791   562832   564437   567857   571799   573966   573966

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        3586.62 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:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 23.10 ft from member end )
END PATTERN (Ycg = 18.50 in):
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @ 46.500 in
     2 @ 50.500 in
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
     2 @  2.000 in     2 @  6.000 in
(B) Straight:
     4 @  2.000 in     2 @  4.000 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     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.943 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.929 ft
Holddown Force        =  26.969 kips     Beam Shrtng (PL/AE)   =      0.152 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)       
-------------------------------------------------------------------------------------
       794.366         740 587.831     10.842 43910.723   616.738     177.374        
 
 
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#3[M10]       60.00        0.22       4.50       0.1250      0.8750     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.1250    Yes
      2      US#5[M16]       60.00        0.62       9.00       0.5000      2.7500     No
      2      US#5[M16]       60.00        0.62       9.75       2.7500      3.5630     No
      2      US#5[M16]       60.00        0.62      11.25       3.5630      4.5098     No
      2      US#4[M13]       60.00        0.40      10.50       3.1250      4.0000    Yes
      2      US#4[M13]       60.00        0.40      12.00       4.0000      6.0000    Yes
      2      US#5[M16]       60.00        0.62      12.00       4.5098      5.5098     No
      2      US#5[M16]       60.00        0.62      15.00       5.5098      6.7598     No
      2      US#5[M16]       60.00        0.62      18.00       6.7598     18.7500     No
      2      US#4[M13]       60.00        0.40      18.00       6.0000     60.0000    Yes
      2      US#5[M16]       60.00        0.62      18.00      47.2500     59.2402     No
      2      US#5[M16]       60.00        0.62      15.00      59.2402     60.4902     No
      2      US#5[M16]       60.00        0.62      12.00      60.4902     61.4902     No
      2      US#4[M13]       60.00        0.40      12.00      60.0000     62.0000    Yes
      2      US#4[M13]       60.00        0.40      10.50      62.0000     62.8750    Yes
      2      US#5[M16]       60.00        0.62      11.25      61.4902     62.4370     No
      2      US#5[M16]       60.00        0.62       9.75      62.4370     63.2500     No
      2      US#5[M16]       60.00        0.62       9.00      63.2500     65.5000     No
      2      US#4[M13]       60.00        0.40       9.00      62.8750     65.8750    Yes
      2      US#5[M16]       60.00        0.62       4.50      65.5000     65.8750     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 62.0000 66.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 23.0000       3.00 
      2 US#5[M16]           2.00 0.620 43.0000 66.0000       3.00 
      2 US#6[M19]           2.00 0.880 20.5000 45.5000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg =  3.67 in
         P_init    =      510.4 kips  Ecc = 20.70 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.82 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.259 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.10 ksi    0.00 ksi
    due to Composite Loads                                 -1.12 ksi    0.00 ksi
    due to Live Loads                                      -3.99 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                         7.27 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.82 ksi  ( 4.50 %)            12.36 ksi ( 6.30 %)
Total Prestress Losses                                    21.17 ksi (10.80 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.8 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    2.59    6.10   12.70   19.30   25.90   32.50
Self wt.  : M       0.0    52.0    53.8   119.5   221.0   293.4   336.9   351.4
(Max)       V      21.6    20.0    19.9    17.6    13.2     8.8     4.4     0.0
DL-Prec.  : M       0.0    10.2    10.5    23.4    43.2    57.4    65.9    68.7
DC(Max)     V       4.2     3.9     3.9     3.4     2.6     1.7     0.9     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    52.5    54.4   120.8   223.3   296.5   340.4   355.1
Haunch (Max)V      21.9    20.2    20.1    17.8    13.3     8.9     4.4     0.0
Diaphragm : M       0.0     0.2     0.2     0.4     0.9     1.4     1.9     2.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.1    24.0    53.2    98.3   130.5   149.9   156.3
DC(Max)     V       9.6     8.9     8.9     7.8     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    10.3    10.7    23.7    43.8    58.2    66.8    69.7
DW(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   160.9   166.6   367.0   666.2   863.7   979.4  1002.8
            V      82.0    77.6    77.4    71.2    60.2    49.2    35.2    24.2
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    82.0    77.6    77.4    71.2    60.7    50.6    40.8    31.4
            M      -0.0   164.0   169.8   367.0   637.5   807.3   873.8   842.4
Total     : M+      0.0   309.2   320.3   707.9  1296.7  1701.1  1941.2  2006.3
            V     143.7   134.5   134.2   121.3    97.8    74.3    47.8    24.3
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   143.7   134.5   134.2   121.3    98.3    75.7    53.4    31.4
            M      -0.0   312.3   323.4   707.9  1268.0  1644.7  1835.6  1845.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.10   45.70   52.30   58.90   62.41   62.50   65.00
Self wt.  : M     336.9   293.4   221.0   119.5    53.8    52.0     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.9    20.0    21.6
DL-Prec.  : M      65.9    57.4    43.2    23.4    10.5    10.2     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     3.9     3.9     4.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     340.4   296.5   223.3   120.8    54.4    52.5     0.0
Haunch (Max)V       4.4     8.9    13.3    17.8    20.1    20.2    21.9
Diaphragm : M       1.9     1.4     0.9     0.4     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     149.9   130.5    98.3    53.2    24.0    23.1     0.0
DC(Max)     V       2.0     3.9     5.9     7.8     8.9     8.9     9.6
DL-Comp   : M      66.8    58.2    43.8    23.7    10.7    10.3     0.0
DW(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
LL + I    : M+    979.4   863.7   666.2   367.0   166.6   160.9     0.0
            V      35.2    49.2    60.2    71.2    77.4    77.6    82.0
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    40.8    50.6    60.7    71.2    77.4    77.6    82.0
            M     873.8   807.3   637.5   367.0   169.8   164.0    -0.0
Total     : M+   1941.2  1701.1  1296.7   707.9   320.3   309.2     0.0
            V      47.8    74.3    97.8   121.3   134.2   134.5   143.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    53.4    75.7    98.3   121.3   134.2   134.5   143.7
            M    1835.6  1644.7  1268.0   707.9   323.4   312.3    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.6             21.6
Deck+Haunch            21.9             21.9
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.2              4.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           48.1             48.1
DL-Comp.(DW)           21.4             21.4
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    6.10   12.70   19.30   25.90   32.50
Self wt.  : M       0.0    52.0    53.8   119.5   221.0   293.4   336.9   351.4
(Max)       V      21.6    20.0    19.9    17.6    13.2     8.8     4.4     0.0
DL-Prec.  : M       0.0    10.2    10.5    23.4    43.2    57.4    65.9    68.7
DC(Max)     V       4.2     3.9     3.9     3.4     2.6     1.7     0.9     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    52.5    54.4   120.8   223.3   296.5   340.4   355.1
Haunch (Max)V      21.9    20.2    20.1    17.8    13.3     8.9     4.4     0.0
Diaphragm : M       0.0     0.2     0.2     0.4     0.9     1.4     1.9     2.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.1    24.0    53.2    98.3   130.5   149.9   156.3
DC(Max)     V       9.6     8.9     8.9     7.8     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    10.3    10.7    23.7    43.8    58.2    66.8    69.7
DW(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   128.7   133.3   293.6   532.9   691.0   783.5   802.3
            V      65.6    62.1    61.9    57.0    48.2    39.4    28.2    19.4
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    65.6    62.1    61.9    57.0    48.6    40.5    32.7    25.1
            M      -0.0   131.2   135.8   293.6   510.0   645.9   699.0   673.9
Total     : M+      0.0   277.0   286.9   634.6  1163.4  1528.4  1745.3  1805.8
            V     127.3   119.0   118.7   107.1    85.8    64.5    40.8    19.4
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   127.3   119.0   118.7   107.1    86.2    65.6    45.2    25.2
            M      -0.0   279.5   289.4   634.6  1140.5  1483.3  1660.8  1677.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.10   45.70   52.30   58.90   62.41   62.50   65.00
Self wt.  : M     336.9   293.4   221.0   119.5    53.8    52.0     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.9    20.0    21.6
DL-Prec.  : M      65.9    57.4    43.2    23.4    10.5    10.2     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     3.9     3.9     4.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     340.4   296.5   223.3   120.8    54.4    52.5     0.0
Haunch (Max)V       4.4     8.9    13.3    17.8    20.1    20.2    21.9
Diaphragm : M       1.9     1.4     0.9     0.4     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     149.9   130.5    98.3    53.2    24.0    23.1     0.0
DC(Max)     V       2.0     3.9     5.9     7.8     8.9     8.9     9.6
DL-Comp   : M      66.8    58.2    43.8    23.7    10.7    10.3     0.0
DW(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
LL + I    : M+    783.5   691.0   532.9   293.6   133.3   128.7     0.0
            V      28.2    39.4    48.2    57.0    61.9    62.1    65.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    32.7    40.5    48.6    57.0    61.9    62.1    65.6
            M     699.0   645.9   510.0   293.6   135.8   131.2    -0.0
Total     : M+   1745.3  1528.4  1163.4   634.6   286.9   277.0     0.0
            V      40.8    64.5    85.8   107.1   118.7   119.0   127.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    45.2    65.6    86.2   107.1   118.7   119.0   127.3
            M    1660.8  1483.3  1140.5   634.6   289.4   279.5    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    6.10   12.70   19.30   25.90   32.50
Self wt.  : M       0.0    65.0    67.3   149.4   276.2   366.8   421.1   439.2
(Max)       V      27.0    24.9    24.9    22.0    16.5    11.0     5.5     0.0
Self wt.  : M       0.0    46.8    48.5   107.6   198.9   264.1   303.2   316.2
(Min)       V      19.5    18.0    17.9    15.8    11.9     7.9     4.0     0.0
DL-Prec.  : M       0.0    12.7    13.2    29.2    54.0    71.7    82.3    85.9
DC(Max)     V       5.3     4.9     4.9     4.3     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     9.1     9.5    21.0    38.9    51.6    59.3    61.8
DC(Min)     V       3.8     3.5     3.5     3.1     2.3     1.5     0.8     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    65.7    68.0   151.0   279.1   370.6   425.6   443.9
Haunch (Max)V      27.3    25.2    25.1    22.2    16.6    11.1     5.5     0.0
Deck +    : M       0.0    47.3    49.0   108.7   201.0   266.9   306.4   319.6
Haunch (Min)V      19.7    18.2    18.1    16.0    12.0     8.0     4.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.1     1.7     2.3     2.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.2     0.4     0.8     1.2     1.7     2.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.9    29.9    66.5   122.9   163.2   187.3   195.4
DC(Max)     V      12.0    11.1    11.1     9.8     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    20.8    21.6    47.9    88.5   117.5   134.9   140.7
DC(Min)     V       8.7     8.0     8.0     7.0     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    15.5    16.0    35.6    65.8    87.3   100.3   104.6
DW(Max)     V       6.4     5.9     5.9     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0     6.7     6.9    15.4    28.5    37.8    43.4    45.3
DW(Min)     V       2.8     2.6     2.6     2.3     1.7     1.1     0.6     0.0
LL + I    : M+      0.0   281.6   291.6   642.2  1165.8  1511.5  1714.0  1754.9
            V     143.4   135.7   135.5   124.6   105.4    86.1    61.6    42.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   143.4   135.7   135.5   124.6   106.3    88.6    71.4    54.9
            M      -0.0   286.9   297.1   642.2  1115.6  1412.8  1529.2  1474.1
Total     : M+      0.0   469.5   486.3  1074.3  1964.9  2572.8  2932.9  3026.8
            V     221.6   207.9   207.4   188.2   153.0   117.9    77.6    42.5
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   221.6   207.9   207.4   188.2   153.9   120.4    87.4    55.0
            M      -0.0   474.9   491.8  1074.3  1914.7  2474.1  2748.0  2746.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.10   45.70   52.30   58.90   62.41   62.50   65.00
Self wt.  : M     421.1   366.8   276.2   149.4    67.3    65.0     0.0
(Max)       V       5.5    11.0    16.5    22.0    24.9    24.9    27.0
Self wt.  : M     303.2   264.1   198.9   107.6    48.5    46.8     0.0
(Min)       V       4.0     7.9    11.9    15.8    17.9    18.0    19.5
DL-Prec.  : M      82.3    71.7    54.0    29.2    13.2    12.7     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     4.9     4.9     5.3
DL-Prec.  : M      59.3    51.6    38.9    21.0     9.5     9.1     0.0
DC(Min)     V       0.8     1.5     2.3     3.1     3.5     3.5     3.8
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     425.6   370.6   279.1   151.0    68.0    65.7     0.0
Haunch (Max)V       5.5    11.1    16.6    22.2    25.1    25.2    27.3
Deck +    : M     306.4   266.9   201.0   108.7    49.0    47.3     0.0
Haunch (Min)V       4.0     8.0    12.0    16.0    18.1    18.2    19.7
Diaphragm : M       2.3     1.7     1.1     0.5     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       1.7     1.2     0.8     0.4     0.2     0.2     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     187.3   163.2   122.9    66.5    29.9    28.9     0.0
DC(Max)     V       2.4     4.9     7.3     9.8    11.1    11.1    12.0
DL-Comp   : M     134.9   117.5    88.5    47.9    21.6    20.8     0.0
DC(Min)     V       1.8     3.5     5.3     7.0     8.0     8.0     8.7
DL-Comp   : M     100.3    87.3    65.8    35.6    16.0    15.5     0.0
DW(Max)     V       1.3     2.6     3.9     5.2     5.9     5.9     6.4
DL-Comp   : M      43.4    37.8    28.5    15.4     6.9     6.7     0.0
DW(Min)     V       0.6     1.1     1.7     2.3     2.6     2.6     2.8
LL + I    : M+   1714.0  1511.5  1165.8   642.2   291.6   281.6     0.0
            V      61.6    86.1   105.4   124.6   135.5   135.7   143.4
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    71.4    88.6   106.3   124.6   135.5   135.7   143.4
            M    1529.2  1412.8  1115.6   642.2   297.1   286.9    -0.0
Total     : M+   2932.9  2572.8  1964.9  1074.3   486.3   469.5     0.0
            V      77.6   117.9   153.0   188.2   207.4   207.9   221.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    87.4   120.4   153.9   188.2   207.4   207.9   221.6
            M    2748.0  2474.1  1914.7  1074.3   491.8   474.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               27.0             27.0
Deck+Haunch            27.3             27.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           60.1             60.1
DL-Comp.(DW)           32.2             32.2
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    6.10   12.70   19.30   25.90   32.50
Self wt.  : M       0.0    52.0    53.8   119.5   221.0   293.4   336.9   351.4
(Max)       V      21.6    20.0    19.9    17.6    13.2     8.8     4.4     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    10.2    10.5    23.4    43.2    57.4    65.9    68.7
DC(Max)     V       4.2     3.9     3.9     3.4     2.6     1.7     0.9     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    52.5    54.4   120.8   223.3   296.5   340.4   355.1
Haunch (Max)V      21.9    20.2    20.1    17.8    13.3     8.9     4.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.4     0.9     1.4     1.9     2.3
(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    23.1    24.0    53.2    98.3   130.5   149.9   156.3
DC(Max)     V       9.6     8.9     8.9     7.8     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.3    10.7    23.7    43.8    58.2    66.8    69.7
DW(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     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   156.3   161.8   350.5   612.0   786.4   862.7   816.6
            V      83.1    78.4    78.2    71.6    60.0    47.1    35.5    27.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    83.1    78.4    78.2    71.6    60.0    48.5    37.9    29.3
            M       0.0   156.3   161.8   350.5   612.0   751.1   788.3   765.1
Total     : M+      0.0   304.6   315.4   691.5  1242.5  1623.8  1824.4  1820.1
            V     144.8   135.3   135.0   121.7    97.6    72.2    48.1    27.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   144.8   135.3   135.0   121.7    97.6    73.6    50.5    29.4
            M       0.0   304.6   315.4   691.5  1242.5  1588.5  1750.1  1768.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.10   45.70   52.30   58.90   62.41   62.50   65.00
Self wt.  : M     336.9   293.4   221.0   119.5    53.8    52.0     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.9    20.0    21.6
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      65.9    57.4    43.2    23.4    10.5    10.2     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     3.9     3.9     4.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     340.4   296.5   223.3   120.8    54.4    52.5     0.0
Haunch (Max)V       4.4     8.9    13.3    17.8    20.1    20.2    21.9
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.9     1.4     0.9     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       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     149.9   130.5    98.3    53.2    24.0    23.1     0.0
DC(Max)     V       2.0     3.9     5.9     7.8     8.9     8.9     9.6
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      66.8    58.2    43.8    23.7    10.7    10.3     0.0
DW(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
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+    862.7   786.4   612.0   350.5   161.8   156.3     0.0
            V      35.5    47.1    60.0    71.6    78.2    78.4    83.1
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    37.9    48.5    60.0    71.6    78.2    78.4    83.1
            M     788.3   751.1   612.0   350.5   161.8   156.3     0.0
Total     : M+   1824.4  1623.8  1242.5   691.5   315.4   304.6     0.0
            V      48.1    72.2    97.6   121.7   135.0   135.3   144.8
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    50.5    73.6    97.6   121.7   135.0   135.3   144.8
            M    1750.1  1588.5  1242.5   691.5   315.4   304.6     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.60   13.20   19.80   26.40   33.00   23.10
 
Beam-Self
Precast-top    0.104   0.216   0.382   0.499   0.568   0.591   0.539 
Bottom        -0.085  -0.174  -0.306  -0.397  -0.450  -0.469  -0.428 
 
Prestress
Precast-top    0.244   0.085  -0.202  -0.484  -0.623  -0.623  -0.623 
Bottom         1.215   1.341   1.567   1.786   1.892   1.892   1.892 
 
Total
Precast-top    0.348   0.301   0.180   0.014  -0.055  -0.032  -0.084 
Bottom         1.131   1.167   1.261   1.389   1.442   1.423   1.464 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             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    2.59    6.10   12.70   19.30   25.90   32.50
 
Prestress
Precast-top    0.054   0.218   0.214   0.076  -0.181  -0.433  -0.557  -0.557
Bottom         0.172   1.088   1.091   1.200   1.403   1.598   1.693   1.693
 
Self wt.
Precast-top   -0.000   0.086   0.089   0.198   0.364   0.481   0.550   0.573
Bottom        -0.000  -0.070  -0.072  -0.160  -0.292  -0.382  -0.436  -0.454
 
DL-Prec (DC)
Precast-top   -0.000   0.017   0.017   0.039   0.071   0.094   0.107   0.112
Bottom        -0.000  -0.014  -0.014  -0.031  -0.057  -0.075  -0.085  -0.089
 
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   0.001   0.001   0.002   0.003   0.004
Bottom        -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.002  -0.003
 
Deck + Haunch
Precast-top   -0.000   0.087   0.090   0.200   0.368   0.486   0.556   0.579
Bottom        -0.000  -0.071  -0.073  -0.162  -0.295  -0.387  -0.440  -0.459
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.010   0.021   0.039   0.052   0.060   0.062
Precast-top   -0.000   0.007   0.007   0.016   0.030   0.040   0.046   0.047
Bottom        -0.000  -0.020  -0.020  -0.045  -0.082  -0.108  -0.124  -0.129
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.004   0.010   0.018   0.023   0.027   0.028
Precast-top   -0.000   0.003   0.003   0.007   0.013   0.018   0.020   0.021
Bottom        -0.000  -0.009  -0.009  -0.020  -0.037  -0.048  -0.055  -0.058
 
LL+I(+)
Topping-top   -0.000   0.065   0.067   0.148   0.267   0.345   0.390   0.400
Precast-top   -0.000   0.049   0.051   0.112   0.203   0.263   0.297   0.305
Bottom        -0.000  -0.136  -0.141  -0.309  -0.557  -0.716  -0.808  -0.828
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.078   0.081   0.179   0.324   0.420   0.477   0.490 
Precast-top    0.054   0.468   0.473   0.649   0.871   0.950   1.022   1.085 
Bottom         0.172   0.769   0.761   0.474   0.082  -0.120  -0.257  -0.326 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.013   0.014   0.031   0.057   0.075   0.086   0.090 
Precast-top    0.054   0.419   0.422   0.537   0.668   0.687   0.724   0.780 
Bottom         0.172   0.905   0.901   0.783   0.639   0.596   0.551   0.501 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.60   13.20   19.80   26.40   33.00   23.10
 
Beam-Self
Precast-top    0.104   0.216   0.382   0.499   0.568   0.591   0.539 
Bottom        -0.085  -0.174  -0.306  -0.397  -0.450  -0.469  -0.428 
 
Prestress
Precast-top    0.244   0.085  -0.202  -0.484  -0.623  -0.623  -0.623 
Bottom         1.215   1.341   1.567   1.786   1.892   1.892   1.892 
 
Total
Precast-top    0.348   0.301   0.180   0.014  -0.055  -0.032  -0.084 
Bottom         1.131   1.167   1.261   1.389   1.442   1.423   1.464 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             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    2.59    6.10   12.70   19.30   25.90   32.50
 
Prestress
Precast-top    0.054   0.218   0.214   0.076  -0.181  -0.433  -0.557  -0.557
Bottom         0.172   1.088   1.091   1.200   1.403   1.598   1.693   1.693
 
Self wt.
Precast-top   -0.000   0.086   0.089   0.198   0.364   0.481   0.550   0.573
Bottom        -0.000  -0.070  -0.072  -0.160  -0.292  -0.382  -0.436  -0.454
 
DL-Prec (DC)
Precast-top   -0.000   0.017   0.017   0.039   0.071   0.094   0.107   0.112
Bottom        -0.000  -0.014  -0.014  -0.031  -0.057  -0.075  -0.085  -0.089
 
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   0.001   0.001   0.002   0.003   0.004
Bottom        -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.002  -0.003
 
Deck + Haunch
Precast-top   -0.000   0.087   0.090   0.200   0.368   0.486   0.556   0.579
Bottom        -0.000  -0.071  -0.073  -0.162  -0.295  -0.387  -0.440  -0.459
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.010   0.021   0.039   0.052   0.060   0.062
Precast-top   -0.000   0.007   0.007   0.016   0.030   0.040   0.046   0.047
Bottom        -0.000  -0.020  -0.020  -0.045  -0.082  -0.108  -0.124  -0.129
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.004   0.010   0.018   0.023   0.027   0.028
Precast-top   -0.000   0.003   0.003   0.007   0.013   0.018   0.020   0.021
Bottom        -0.000  -0.009  -0.009  -0.020  -0.037  -0.048  -0.055  -0.058
 
LL+I(+)
Topping-top   -0.000   0.052   0.054   0.118   0.214   0.276   0.312   0.320
Precast-top   -0.000   0.039   0.041   0.090   0.163   0.210   0.238   0.244
Bottom        -0.000  -0.109  -0.113  -0.247  -0.445  -0.573  -0.647  -0.662
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.065   0.068   0.149   0.271   0.351   0.399   0.410 
Precast-top    0.054   0.458   0.463   0.627   0.830   0.897   0.962   1.024 
Bottom         0.172   0.796   0.789   0.535   0.193   0.024  -0.096  -0.161 
 

 
 
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    2.59    6.10   12.70   19.30   25.90   32.50
F_LL+I(+)
Topping-top   -0.000   0.063   0.065   0.141   0.246   0.314   0.344   0.325
Precast-top   -0.000   0.048   0.050   0.107   0.187   0.239   0.262   0.248
Bottom        -0.000  -0.132  -0.137  -0.295  -0.512  -0.652  -0.712  -0.674
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.070   0.072   0.157   0.274   0.352   0.387   0.370 
Precast-top    0.027   0.257   0.261   0.376   0.521   0.583   0.624   0.638 
Bottom         0.086   0.320   0.314   0.096  -0.192  -0.354  -0.437  -0.423 
 

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
    221.6    7.0   58.7    0.191   4.0   6.00e-3 50.0    216.9     0.882    1.947      0.81
      0.0    0.3   58.6     31.5 0.118      25.3 0.87    24.00     0.099    2.063 
Transfer:   3.00
    207.9    7.0   58.7    1.144  24.1   4.64e-3 45.2    176.2     0.613    1.296      0.00
    474.9    1.6   57.9    189.0 0.102      30.7 1.07    24.00     0.099    1.849 
Critical:   5.32
    195.1    7.0   58.7    1.298  24.1   3.27e-3 40.4    152.9     0.451    1.020      0.00
    862.8    1.9   57.8    189.0 0.095      39.8 1.39    24.00     0.099    1.891 
0.1L    :   6.60
    188.2    7.0   58.7    1.382  24.1   3.20e-3 40.2    144.6     0.423    0.763      0.00
   1074.3    2.0   57.8    189.0 0.091      40.4 1.41    24.00     0.099    1.556 
0.2L    :  13.20
    153.9    7.0   52.2    2.604  24.1   1.19e-3 33.2     82.9     0.213    0.680      0.00
   1914.7    2.5   51.0    189.0 0.082      64.0 2.54    24.00     0.099    2.066 
0.3L    :  19.80
    120.4    7.0   56.5    2.604  24.1   1.91e-3 35.7     55.7     0.145    0.267      0.00
   2474.1    2.5   55.2    189.0 0.057      53.9 1.97    24.00     0.099    1.350 
0.4L    :  26.40
     87.4    7.0   58.6    2.604   0.0   2.30e-3 37.0     47.0     0.124    0.267      0.00
   2748.0    2.5   57.3    189.0 0.048      50.0 1.76    24.00     0.099    1.559 
0.5L    :  33.00
     55.0    7.0   58.6    2.604   0.0   1.85e-3 35.5      4.1     0.099    0.267      0.00
   2746.0    2.5   57.3    189.0 0.030      57.0 2.01    24.00     0.099    2.689 
0.6L    :  39.60
     87.4    7.0   58.6    2.604   0.0   2.30e-3 37.0     47.0     0.124    0.267      0.00
   2748.0    2.5   57.3    189.0 0.048      50.0 1.76    24.00     0.099    1.559 
0.7L    :  46.20
    120.4    7.0   56.5    2.604  24.1   1.91e-3 35.7     55.7     0.145    0.267      0.00
   2474.1    2.5   55.2    189.0 0.057      53.9 1.97    24.00     0.099    1.350 
0.8L    :  52.80
    153.9    7.0   52.2    2.604  24.1   1.19e-3 33.2     82.9     0.213    0.680      0.00
   1914.7    2.5   51.0    189.0 0.082      64.0 2.54    24.00     0.099    2.066 
0.9L    :  59.40
    188.2    7.0   58.7    1.382  24.1   3.20e-3 40.2    144.6     0.423    0.763      0.00
   1074.3    2.0   57.8    189.0 0.091      40.4 1.41    24.00     0.099    1.556 
Critical:  60.68
    195.1    7.0   58.7    1.298  24.1   3.27e-3 40.4    152.9     0.451    1.020      0.00
    862.8    1.9   57.8    189.0 0.095      39.8 1.39    24.00     0.099    1.891 
Transfer:  63.00
    207.9    7.0   58.7    1.144  24.1   4.64e-3 45.2    176.2     0.613    1.296      0.00
    474.9    1.6   57.9    189.0 0.102      30.7 1.07    24.00     0.099    1.849 
Bearing :  65.50
    221.6    7.0   58.7    0.191   4.0   6.00e-3 50.0    216.9     0.882    1.360      0.81
      0.0    0.3   58.6     31.5 0.118      25.3 0.87    24.00     0.099    1.477 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.02
 
 
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 = 16.00(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
    221.6      4.20     58.75    0.28       58.61    24.00      0.160      1.001      0.000      0.533 
Transfer:      2.50
    207.9      3.99     58.75    1.64       57.93    24.00      0.160      0.929      0.000      0.533 
Critical:      4.82
    195.2      3.75     58.75    1.86       57.82    24.00      0.160      0.850      0.000      0.400 
0.1L    :      6.10
    188.2      3.62     58.75    1.98       57.76    24.00      0.160      0.807      0.000      0.267 
0.2L    :     12.70
    153.9      3.35     52.23    2.48       50.98    24.00      0.160      0.718      0.000      0.267 
0.3L    :     19.30
    120.4      2.42     56.46    2.49       55.22    24.00      0.160      0.407      0.000      0.267 
0.4L    :     25.90
     87.4      1.69     58.58    2.49       57.34    24.00      0.160      0.164      0.000      0.267 
0.5L    :     32.50
     55.0      1.07     58.58    2.49       57.34    24.00      0.160      0.000      0.000      0.267 
0.6L    :     39.10
     87.4      1.69     58.58    2.49       57.34    24.00      0.160      0.164      0.000      0.267 
0.7L    :     45.70
    120.4      2.42     56.46    2.49       55.22    24.00      0.160      0.407      0.000      0.267 
0.8L    :     52.30
    153.9      3.35     52.23    2.48       50.98    24.00      0.160      0.718      0.000      0.267 
0.9L    :     58.90
    188.2      3.62     58.75    1.98       57.76    24.00      0.160      0.807      0.000      0.267 
Critical:     60.18
    195.2      3.75     58.75    1.86       57.82    24.00      0.160      0.850      0.000      0.400 
Transfer:     62.50
    207.9      3.99     58.75    1.64       57.93    24.00      0.160      0.929      0.000      0.533 
Bearing :     65.00
    221.6      4.20     58.75    0.28       58.61    24.00      0.160      1.001      0.000      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.10 ft
Prestress      :       0.261  1.80      0.470  2.20      0.574
Self Wt.       :      -0.101  1.85     -0.187  2.40     -0.243
Deck + Haunch  :                       -0.086  2.30     -0.198
DL-Prec. (DC)  :                       -0.017  3.00     -0.050
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.015  3.00     -0.044
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 12.70 ft
Prestress      :       0.482  1.80      0.868  2.20      1.061
Self Wt.       :      -0.190  1.85     -0.352  2.40     -0.456
Deck + Haunch  :                       -0.168  2.30     -0.387
DL-Prec. (DC)  :                       -0.033  3.00     -0.098
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.028  3.00     -0.085
DL-Comp. (DW)  :                       -0.013  3.00     -0.038
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 19.30 ft
Prestress      :       0.647  1.80      1.165  2.20      1.423
Self Wt.       :      -0.258  1.85     -0.477  2.40     -0.619
Deck + Haunch  :                       -0.231  2.30     -0.531
DL-Prec. (DC)  :                       -0.045  3.00     -0.134
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.039  3.00     -0.117
DL-Comp. (DW)  :                       -0.017  3.00     -0.052
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 25.90 ft
Prestress      :       0.749  1.80      1.348  2.20      1.647
Self Wt.       :      -0.300  1.85     -0.555  2.40     -0.721
Deck + Haunch  :                       -0.270  2.30     -0.622
DL-Prec. (DC)  :                       -0.052  3.00     -0.157
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.046  3.00     -0.138
DL-Comp. (DW)  :                       -0.020  3.00     -0.061
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 32.50 ft
Prestress      :       0.785  1.80      1.413  2.20      1.726
Self Wt.       :      -0.315  1.85     -0.583  2.40     -0.757
Deck + Haunch  :                       -0.284  2.30     -0.654
DL-Prec. (DC)  :                       -0.055  3.00     -0.165
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.048  3.00     -0.145
DL-Comp. (DW)  :                       -0.022  3.00     -0.065
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 39.10 ft
Prestress      :       0.749  1.80      1.348  2.20      1.647
Self Wt.       :      -0.300  1.85     -0.555  2.40     -0.721
Deck + Haunch  :                       -0.270  2.30     -0.622
DL-Prec. (DC)  :                       -0.052  3.00     -0.157
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.046  3.00     -0.138
DL-Comp. (DW)  :                       -0.020  3.00     -0.061
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 45.70 ft
Prestress      :       0.647  1.80      1.165  2.20      1.423
Self Wt.       :      -0.258  1.85     -0.477  2.40     -0.619
Deck + Haunch  :                       -0.231  2.30     -0.531
DL-Prec. (DC)  :                       -0.045  3.00     -0.134
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.039  3.00     -0.117
DL-Comp. (DW)  :                       -0.017  3.00     -0.052
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 52.30 ft
Prestress      :       0.482  1.80      0.868  2.20      1.061
Self Wt.       :      -0.190  1.85     -0.352  2.40     -0.456
Deck + Haunch  :                       -0.168  2.30     -0.387
DL-Prec. (DC)  :                       -0.033  3.00     -0.098
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.028  3.00     -0.085
DL-Comp. (DW)  :                       -0.013  3.00     -0.038
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 58.90 ft
Prestress      :       0.261  1.80      0.470  2.20      0.574
Self Wt.       :      -0.101  1.85     -0.187  2.40     -0.243
Deck + Haunch  :                       -0.086  2.30     -0.198
DL-Prec. (DC)  :                       -0.017  3.00     -0.050
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.015  3.00     -0.044
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
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
   469.5    45.7  1.716  266.8    1.9   1.64   1711.4  0.091T 1.00       -       -     -     -  
H/2     :   2.59
   486.3    45.7  1.725  266.8    1.9   1.65   1722.8  0.090T 1.00       -       -     -     -  
0.1L    :   6.10
  1074.3    48.0  2.074  266.3    2.3   1.98   2162.8  0.075T 1.00       -       -     -     -  
0.2L    :  12.70
  1964.9    52.2  2.604  265.8    2.9   2.48   2940.4  0.059T 1.00   2589.7  2589.7    1.14    -  
0.3L    :  19.30
  2572.8    56.5  2.604  266.1    2.9   2.49   3188.5  0.059T 1.00   2785.6  2785.6    1.14    -  
0.4L    :  25.90
  2932.9    58.6  2.604  266.2    2.9   2.49   3312.6  0.059T 1.00   2874.8  2874.8    1.15    -  
0.5L    :  32.50
  3026.8    58.6  2.604  266.2    2.9   2.49   3312.6  0.059T 1.00   2856.4  2856.4    1.16    -  
0.6L    :  39.10
  2932.9    58.6  2.604  266.2    2.9   2.49   3312.6  0.059T 1.00   2874.8  2874.8    1.15    -  
0.7L    :  45.70
  2572.8    56.5  2.604  266.1    2.9   2.49   3188.5  0.059T 1.00   2785.6  2785.6    1.14    -  
0.8L    :  52.30
  1964.9    52.2  2.604  265.8    2.9   2.48   2940.4  0.059T 1.00   2589.7  2589.7    1.14    -  
0.9L    :  58.90
  1074.3    48.0  2.074  266.3    2.3   1.98   2162.8  0.075T 1.00       -       -     -     -  
H/2     :  62.41
   486.3    45.7  1.725  266.8    1.9   1.65   1722.8  0.090T 1.00       -       -     -     -  
Transfer:  62.50
   469.5    45.7  1.716  266.8    1.9   1.64   1711.4  0.091T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 1; Groups 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.026
        M   2.00 Fb     0.257
 
  2   2 E  50.50 Ft     0.345
        M   6.00 Fb     0.191
 
  3   2 E  46.50 Ft     0.669
        M   2.00 Fb     0.164
 
  4   2 E   6.00 Ft     0.586
        M   6.00 Fb     0.467
 
  5   2 E   4.00 Ft     0.479
        M   4.00 Fb     0.789
 
  6   2 E   2.00 Ft     0.348
        M   2.00 Fb     1.131
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 66.00            Release Length, ft: 66.00
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   4           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.50 %               Final losses: 10.80 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.464     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.055   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)                  3312.58     3026.76     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.490     Midspan    1.800   0.090     Midspan
    Pre.Top:   3.000   1.085     Midspan    2.250   0.780     Midspan
    Pre.Bot:   3.000   0.769    Transfer    2.250   0.905    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.054     Bearing
    Pre.Bot:  -0.420  -0.161     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.638     Midspan
    Pre.Bot:                                                             2.000   0.320    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.785  1.80      1.413  2.20      1.726
Self Wt.       :      -0.315  1.85     -0.583  2.40     -0.757
Deck + Haunch  :                       -0.284  2.30     -0.654
DL-Prec. (DC)  :                       -0.055  3.00     -0.165
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.048  3.00     -0.145
DL-Comp. (DW)  :                       -0.022  3.00     -0.065
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-D                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  6.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  7.000 in                     Interior/Exterior  =   Interior
            Bot =  7.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  7.000 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     =  20.000 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       0.010      0.00       0.010   65.00
     DC  Line       0.070      0.00       0.070   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.000 ft
Release length = 66.000 ft
Design  length = 65.000 ft
 
Kern points:
------------
Upper    =   38.18 in
Lower    =   13.01 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.706   (Calculated)    
Live Moment (1  lane  loaded)  : 0.516   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.983   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.823   (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                  =        638.7 in2           1230.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           572063 in4#
Ht. of c.g.           =        24.37 in             40.70 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1402.3 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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     2.59     6.10    12.70    19.30    25.90    32.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    641.3    654.3    654.3    654.3    654.3    654.3    654.3    654.3
  Yb      ,  in    24.34    24.18    24.18    24.13    24.03    23.93    23.88    23.88
  MI(Ixx) , in4   215074   215902   215917   216534   218117   220248   221519   221519
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1233.1   1245.3   1245.3   1245.3   1245.3   1245.3   1245.3   1245.3
  Yb      ,  in    40.65    40.41    40.41    40.39    40.34    40.29    40.26    40.26
  MI(Ixx) , in4   573304   580522   580565   582221   585739   589779   591995   591995

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        3586.62 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:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 23.10 ft from member end )
END PATTERN (Ycg = 18.50 in):
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @ 46.500 in
     2 @ 50.500 in
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
     2 @  2.000 in     2 @  6.000 in
(B) Straight:
     4 @  2.000 in     2 @  4.000 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     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.969 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.961 ft
Holddown Force        =  26.969 kips     Beam Shrtng (PL/AE)   =      0.152 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)       
-------------------------------------------------------------------------------------
       794.366         740 587.831     10.842 43910.723   616.738     177.374        
 
 
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#3[M10]       60.00        0.22       4.50       0.1250      0.8750     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.1250    Yes
      2      US#5[M16]       60.00        0.62       9.00       0.5000      2.7500     No
      2      US#5[M16]       60.00        0.62       9.75       2.7500      3.5630     No
      2      US#5[M16]       60.00        0.62      11.25       3.5630      4.5098     No
      2      US#4[M13]       60.00        0.40      10.50       3.1250      4.0000    Yes
      2      US#4[M13]       60.00        0.40      12.00       4.0000      6.0000    Yes
      2      US#5[M16]       60.00        0.62      12.00       4.5098      5.5098     No
      2      US#5[M16]       60.00        0.62      15.00       5.5098      6.7598     No
      2      US#5[M16]       60.00        0.62      18.00       6.7598     18.7500     No
      2      US#4[M13]       60.00        0.40      18.00       6.0000     60.0000    Yes
      2      US#5[M16]       60.00        0.62      18.00      47.2500     59.2402     No
      2      US#5[M16]       60.00        0.62      15.00      59.2402     60.4902     No
      2      US#5[M16]       60.00        0.62      12.00      60.4902     61.4902     No
      2      US#4[M13]       60.00        0.40      12.00      60.0000     62.0000    Yes
      2      US#4[M13]       60.00        0.40      10.50      62.0000     62.8750    Yes
      2      US#5[M16]       60.00        0.62      11.25      61.4902     62.4370     No
      2      US#5[M16]       60.00        0.62       9.75      62.4370     63.2500     No
      2      US#5[M16]       60.00        0.62       9.00      63.2500     65.5000     No
      2      US#4[M13]       60.00        0.40       9.00      62.8750     65.8750    Yes
      2      US#5[M16]       60.00        0.62       4.50      65.5000     65.8750     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 62.0000 66.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 23.0000       3.00 
      2 US#5[M16]           2.00 0.620 43.0000 66.0000       3.00 
      2 US#6[M19]           2.00 0.880 20.5000 45.5000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg =  3.67 in
         P_init    =      510.4 kips  Ecc = 20.70 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.82 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.259 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.18 ksi    0.00 ksi
    due to Composite Loads                                 -1.11 ksi    0.00 ksi
    due to Live Loads                                      -4.24 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                         7.27 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.82 ksi  ( 4.50 %)            12.05 ksi ( 6.14 %)
Total Prestress Losses                                    20.86 ksi (10.64 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 175.2 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    2.59    6.10   12.70   19.30   25.90   32.50
Self wt.  : M       0.0    52.0    53.8   119.5   221.0   293.4   336.9   351.4
(Max)       V      21.6    20.0    19.9    17.6    13.2     8.8     4.4     0.0
DL-Prec.  : M       0.0     6.3     6.5    14.4    26.7    35.4    40.7    42.4
DC(Max)     V       2.6     2.4     2.4     2.1     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    57.6    59.6   132.4   244.8   325.0   373.2   389.2
Haunch (Max)V      24.0    22.1    22.0    19.5    14.6     9.7     4.9     0.0
Diaphragm : M       0.0     0.4     0.4     0.9     1.8     2.8     3.7     4.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.1    24.0    53.2    98.3   130.5   149.9   156.3
DC(Max)     V       9.6     8.9     8.9     7.8     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    10.3    10.7    23.7    43.8    58.2    66.8    69.7
DW(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   172.4   178.6   393.2   713.8   925.4  1049.4  1074.5
            V     101.1    95.7    95.5    87.8    74.3    60.7    43.4    29.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   101.1    95.7    95.5    87.8    74.9    62.4    50.3    38.7
            M      -0.0   175.7   181.9   393.2   683.1   865.0   936.3   902.6
Total     : M+      0.0   322.0   333.6   737.3  1350.1  1770.8  2020.6  2088.2
            V     163.3   153.1   152.7   138.4   112.2    86.1    56.2    30.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   163.3   153.1   152.7   138.4   112.9    87.8    63.1    38.8
            M      -0.0   325.3   336.9   737.3  1319.4  1710.4  1907.4  1916.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.10   45.70   52.30   58.90   62.41   62.50   65.00
Self wt.  : M     336.9   293.4   221.0   119.5    53.8    52.0     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.9    20.0    21.6
DL-Prec.  : M      40.7    35.4    26.7    14.4     6.5     6.3     0.0
DC(Max)     V       0.5     1.1     1.6     2.1     2.4     2.4     2.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     373.2   325.0   244.8   132.4    59.6    57.6     0.0
Haunch (Max)V       4.9     9.7    14.6    19.5    22.0    22.1    24.0
Diaphragm : M       3.7     2.8     1.8     0.9     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     149.9   130.5    98.3    53.2    24.0    23.1     0.0
DC(Max)     V       2.0     3.9     5.9     7.8     8.9     8.9     9.6
DL-Comp   : M      66.8    58.2    43.8    23.7    10.7    10.3     0.0
DW(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
LL + I    : M+   1049.4   925.4   713.8   393.2   178.6   172.4     0.0
            V      43.4    60.7    74.3    87.8    95.5    95.7   101.1
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    50.3    62.4    74.9    87.8    95.5    95.7   101.1
            M     936.3   865.0   683.1   393.2   181.9   175.7    -0.0
Total     : M+   2020.6  1770.8  1350.1   737.3   333.6   322.0     0.0
            V      56.2    86.1   112.2   138.4   152.7   153.1   163.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    63.1    87.8   112.9   138.4   152.7   153.1   163.3
            M    1907.4  1710.4  1319.4   737.3   336.9   325.3    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.6             21.6
Deck+Haunch            24.0             24.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.6              2.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           48.1             48.1
DL-Comp.(DW)           21.4             21.4
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    6.10   12.70   19.30   25.90   32.50
Self wt.  : M       0.0    52.0    53.8   119.5   221.0   293.4   336.9   351.4
(Max)       V      21.6    20.0    19.9    17.6    13.2     8.8     4.4     0.0
DL-Prec.  : M       0.0     6.3     6.5    14.4    26.7    35.4    40.7    42.4
DC(Max)     V       2.6     2.4     2.4     2.1     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    57.6    59.6   132.4   244.8   325.0   373.2   389.2
Haunch (Max)V      24.0    22.1    22.0    19.5    14.6     9.7     4.9     0.0
Diaphragm : M       0.0     0.4     0.4     0.9     1.8     2.8     3.7     4.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.1    24.0    53.2    98.3   130.5   149.9   156.3
DC(Max)     V       9.6     8.9     8.9     7.8     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    10.3    10.7    23.7    43.8    58.2    66.8    69.7
DW(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   137.9   142.8   314.5   571.0   740.3   839.6   859.6
            V      80.9    76.5    76.4    70.3    59.4    48.6    34.7    23.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    80.9    76.5    76.4    70.3    59.9    49.9    40.3    30.9
            M      -0.0   140.6   145.5   314.5   546.5   692.0   749.0   722.1
Total     : M+      0.0   287.5   297.8   658.6  1207.4  1585.7  1810.7  1873.3
            V     143.1   134.0   133.7   120.9    97.4    73.9    47.5    24.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   143.1   134.0   133.7   120.9    97.9    75.3    53.0    31.1
            M      -0.0   290.2   300.5   658.6  1182.8  1537.4  1720.1  1735.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.10   45.70   52.30   58.90   62.41   62.50   65.00
Self wt.  : M     336.9   293.4   221.0   119.5    53.8    52.0     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.9    20.0    21.6
DL-Prec.  : M      40.7    35.4    26.7    14.4     6.5     6.3     0.0
DC(Max)     V       0.5     1.1     1.6     2.1     2.4     2.4     2.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     373.2   325.0   244.8   132.4    59.6    57.6     0.0
Haunch (Max)V       4.9     9.7    14.6    19.5    22.0    22.1    24.0
Diaphragm : M       3.7     2.8     1.8     0.9     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     149.9   130.5    98.3    53.2    24.0    23.1     0.0
DC(Max)     V       2.0     3.9     5.9     7.8     8.9     8.9     9.6
DL-Comp   : M      66.8    58.2    43.8    23.7    10.7    10.3     0.0
DW(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
LL + I    : M+    839.6   740.3   571.0   314.5   142.8   137.9     0.0
            V      34.7    48.6    59.4    70.3    76.4    76.5    80.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.3    49.9    59.9    70.3    76.4    76.5    80.9
            M     749.0   692.0   546.5   314.5   145.5   140.6    -0.0
Total     : M+   1810.7  1585.7  1207.4   658.6   297.8   287.5     0.0
            V      47.5    73.9    97.4   120.9   133.7   134.0   143.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    53.0    75.3    97.9   120.9   133.7   134.0   143.1
            M    1720.1  1537.4  1182.8   658.6   300.5   290.2    -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    2.59    6.10   12.70   19.30   25.90   32.50
Self wt.  : M       0.0    65.0    67.3   149.4   276.2   366.8   421.1   439.2
(Max)       V      27.0    24.9    24.9    22.0    16.5    11.0     5.5     0.0
Self wt.  : M       0.0    46.8    48.5   107.6   198.9   264.1   303.2   316.2
(Min)       V      19.5    18.0    17.9    15.8    11.9     7.9     4.0     0.0
DL-Prec.  : M       0.0     7.8     8.1    18.0    33.3    44.3    50.8    53.0
DC(Max)     V       3.3     3.0     3.0     2.7     2.0     1.3     0.7     0.0
DL-Prec.  : M       0.0     5.6     5.8    13.0    24.0    31.9    36.6    38.2
DC(Min)     V       2.3     2.2     2.2     1.9     1.4     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.0    74.6   165.5   305.9   406.3   466.5   486.5
Haunch (Max)V      29.9    27.6    27.6    24.3    18.2    12.2     6.1     0.0
Deck +    : M       0.0    51.8    53.7   119.2   220.3   292.5   335.8   350.3
Haunch (Min)V      21.6    19.9    19.8    17.5    13.1     8.8     4.4     0.0
Diaphragm : M       0.0     0.4     0.5     1.1     2.3     3.4     4.6     5.8
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.8     1.6     2.5     3.3     4.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.9    29.9    66.5   122.9   163.2   187.3   195.4
DC(Max)     V      12.0    11.1    11.1     9.8     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    20.8    21.6    47.9    88.5   117.5   134.9   140.7
DC(Min)     V       8.7     8.0     8.0     7.0     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    15.5    16.0    35.6    65.8    87.3   100.3   104.6
DW(Max)     V       6.4     5.9     5.9     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0     6.7     6.9    15.4    28.5    37.8    43.4    45.3
DW(Min)     V       2.8     2.6     2.6     2.3     1.7     1.1     0.6     0.0
LL + I    : M+      0.0   301.7   312.5   688.1  1249.1  1619.5  1836.5  1880.4
            V     176.9   167.4   167.1   153.7   130.0   106.2    76.0    52.3
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   176.9   167.4   167.1   153.7   131.1   109.2    88.1    67.7
            M      -0.0   307.5   318.3   688.1  1195.4  1513.8  1638.5  1579.5
Total     : M+      0.0   491.3   508.9  1124.1  2055.5  2690.7  3067.1  3164.9
            V     255.8   240.2   239.6   217.8   178.1   138.4    92.2    52.4
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   255.8   240.2   239.6   217.8   179.2   141.4   104.3    67.9
            M      -0.0   497.1   514.7  1124.1  2001.8  2585.0  2869.1  2864.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.10   45.70   52.30   58.90   62.41   62.50   65.00
Self wt.  : M     421.1   366.8   276.2   149.4    67.3    65.0     0.0
(Max)       V       5.5    11.0    16.5    22.0    24.9    24.9    27.0
Self wt.  : M     303.2   264.1   198.9   107.6    48.5    46.8     0.0
(Min)       V       4.0     7.9    11.9    15.8    17.9    18.0    19.5
DL-Prec.  : M      50.8    44.3    33.3    18.0     8.1     7.8     0.0
DC(Max)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
DL-Prec.  : M      36.6    31.9    24.0    13.0     5.8     5.6     0.0
DC(Min)     V       0.5     1.0     1.4     1.9     2.2     2.2     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     466.5   406.3   305.9   165.5    74.6    72.0     0.0
Haunch (Max)V       6.1    12.2    18.2    24.3    27.6    27.6    29.9
Deck +    : M     335.8   292.5   220.3   119.2    53.7    51.8     0.0
Haunch (Min)V       4.4     8.8    13.1    17.5    19.8    19.9    21.6
Diaphragm : M       4.6     3.4     2.3     1.1     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.3     2.5     1.6     0.8     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     187.3   163.2   122.9    66.5    29.9    28.9     0.0
DC(Max)     V       2.4     4.9     7.3     9.8    11.1    11.1    12.0
DL-Comp   : M     134.9   117.5    88.5    47.9    21.6    20.8     0.0
DC(Min)     V       1.8     3.5     5.3     7.0     8.0     8.0     8.7
DL-Comp   : M     100.3    87.3    65.8    35.6    16.0    15.5     0.0
DW(Max)     V       1.3     2.6     3.9     5.2     5.9     5.9     6.4
DL-Comp   : M      43.4    37.8    28.5    15.4     6.9     6.7     0.0
DW(Min)     V       0.6     1.1     1.7     2.3     2.6     2.6     2.8
LL + I    : M+   1836.5  1619.5  1249.1   688.1   312.5   301.7     0.0
            V      76.0   106.2   130.0   153.7   167.1   167.4   176.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    88.1   109.2   131.1   153.7   167.1   167.4   176.9
            M    1638.5  1513.8  1195.4   688.1   318.3   307.5    -0.0
Total     : M+   3067.1  2690.7  2055.5  1124.1   508.9   491.3     0.0
            V      92.2   138.4   178.1   217.8   239.6   240.2   255.8
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   104.3   141.4   179.2   217.8   239.6   240.2   255.8
            M    2869.1  2585.0  2001.8  1124.1   514.7   497.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               27.0             27.0
Deck+Haunch            29.9             29.9
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.3              3.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           60.1             60.1
DL-Comp.(DW)           32.2             32.2
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    6.10   12.70   19.30   25.90   32.50
Self wt.  : M       0.0    52.0    53.8   119.5   221.0   293.4   336.9   351.4
(Max)       V      21.6    20.0    19.9    17.6    13.2     8.8     4.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.3     6.5    14.4    26.7    35.4    40.7    42.4
DC(Max)     V       2.6     2.4     2.4     2.1     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    57.6    59.6   132.4   244.8   325.0   373.2   389.2
Haunch (Max)V      24.0    22.1    22.0    19.5    14.6     9.7     4.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.4     0.9     1.8     2.8     3.7     4.6
(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    23.1    24.0    53.2    98.3   130.5   149.9   156.3
DC(Max)     V       9.6     8.9     8.9     7.8     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.3    10.7    23.7    43.8    58.2    66.8    69.7
DW(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     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   125.9   130.4   282.4   493.0   633.5   695.0   657.8
            V      85.8    81.0    80.8    73.9    62.0    48.6    36.7    28.2
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    85.8    81.0    80.8    73.9    62.0    50.1    39.1    30.3
            M       0.0   125.9   130.4   282.4   493.0   605.1   635.1   616.3
Total     : M+      0.0   275.5   285.4   626.5  1129.4  1478.8  1666.1  1671.5
            V     148.1   138.4   138.1   124.5   100.0    74.0    49.5    28.4
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   148.1   138.4   138.1   124.5   100.0    75.4    51.9    30.4
            M       0.0   275.5   285.4   626.5  1129.4  1450.4  1606.2  1630.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.10   45.70   52.30   58.90   62.41   62.50   65.00
Self wt.  : M     336.9   293.4   221.0   119.5    53.8    52.0     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.9    20.0    21.6
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      40.7    35.4    26.7    14.4     6.5     6.3     0.0
DC(Max)     V       0.5     1.1     1.6     2.1     2.4     2.4     2.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     373.2   325.0   244.8   132.4    59.6    57.6     0.0
Haunch (Max)V       4.9     9.7    14.6    19.5    22.0    22.1    24.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.7     2.8     1.8     0.9     0.4     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     149.9   130.5    98.3    53.2    24.0    23.1     0.0
DC(Max)     V       2.0     3.9     5.9     7.8     8.9     8.9     9.6
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      66.8    58.2    43.8    23.7    10.7    10.3     0.0
DW(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
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+    695.0   633.5   493.0   282.4   130.4   125.9     0.0
            V      36.7    48.6    62.0    73.9    80.8    81.0    85.8
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    39.1    50.1    62.0    73.9    80.8    81.0    85.8
            M     635.1   605.1   493.0   282.4   130.4   125.9     0.0
Total     : M+   1666.1  1478.8  1129.4   626.5   285.4   275.5     0.0
            V      49.5    74.0   100.0   124.5   138.1   138.4   148.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    51.9    75.4   100.0   124.5   138.1   138.4   148.1
            M    1606.2  1450.4  1129.4   626.5   285.4   275.5     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.60   13.20   19.80   26.40   33.00   23.10
 
Beam-Self
Precast-top    0.104   0.216   0.382   0.499   0.568   0.591   0.539 
Bottom        -0.085  -0.174  -0.306  -0.397  -0.450  -0.469  -0.428 
 
Prestress
Precast-top    0.244   0.085  -0.202  -0.484  -0.623  -0.623  -0.623 
Bottom         1.215   1.341   1.567   1.786   1.892   1.892   1.892 
 
Total
Precast-top    0.348   0.301   0.180   0.014  -0.055  -0.032  -0.084 
Bottom         1.131   1.167   1.261   1.389   1.442   1.423   1.464 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             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    2.59    6.10   12.70   19.30   25.90   32.50
 
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   0.013   0.013   0.029   0.053   0.071   0.081   0.084 
Precast-top    0.054   0.420   0.424   0.540   0.674   0.695   0.734   0.791 
Bottom         0.172   0.904   0.900   0.779   0.632   0.588   0.541   0.490 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.60   13.20   19.80   26.40   33.00   23.10
 
Beam-Self
Precast-top    0.104   0.216   0.382   0.499   0.568   0.591   0.539 
Bottom        -0.085  -0.174  -0.306  -0.397  -0.450  -0.469  -0.428 
 
Prestress
Precast-top    0.244   0.085  -0.202  -0.484  -0.623  -0.623  -0.623 
Bottom         1.215   1.341   1.567   1.786   1.892   1.892   1.892 
 
Total
Precast-top    0.348   0.301   0.180   0.014  -0.055  -0.032  -0.084 
Bottom         1.131   1.167   1.261   1.389   1.442   1.423   1.464 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             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    2.59    6.10   12.70   19.30   25.90   32.50
 
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    2.59    6.10   12.70   19.30   25.90   32.50
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   0.054   0.056   0.121   0.212   0.272   0.300   0.287 
Precast-top    0.027   0.245   0.248   0.349   0.475   0.524   0.561   0.579 
Bottom         0.086   0.347   0.341   0.155  -0.091  -0.225  -0.297  -0.292 
 

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
    255.8    7.0   58.7    0.190   4.0   6.00e-3 50.0    254.9     1.036    1.947      1.08
      0.0    0.3   58.6     31.5 0.137      25.3 0.87    12.00     0.099    1.788 
Transfer:   3.00
    240.2    7.0   58.7    1.143  24.1   6.00e-3 50.0    217.7     0.895    1.296      0.00
    497.1    1.5   58.0    189.0 0.120      25.0 0.87    24.00     0.099    1.366 
Critical:   5.33
    225.7    7.0   58.7    1.297  24.1   4.27e-3 44.0    194.0     0.646    1.020      0.00
    903.9    1.7   57.9    189.0 0.112      32.7 1.14    24.00     0.099    1.448 
0.1L    :   6.60
    217.8    7.0   58.7    1.381  24.1   4.22e-3 43.8    184.9     0.612    0.763      0.00
   1124.1    1.8   57.8    189.0 0.108      33.0 1.15    24.00     0.099    1.188 
0.2L    :  13.20
    179.2    7.0   52.2    2.604  24.1   1.79e-3 35.3    123.2     0.341    0.680      0.00
   2001.8    2.3   51.1    189.0 0.098      51.8 2.05    24.00     0.099    1.615 
0.3L    :  19.80
    141.4    7.0   56.5    2.604  24.1   2.50e-3 37.8     87.3     0.244    0.267      0.00
   2585.0    2.3   55.3    189.0 0.069      45.7 1.67    24.00     0.099    1.051 
0.4L    :  26.40
    104.3    7.0   58.6    2.604   0.0   2.85e-3 39.0     72.3     0.204    0.267      0.00
   2869.1    2.3   57.4    189.0 0.058      43.5 1.53    24.00     0.099    1.193 
0.5L    :  33.00
     67.9    7.0   58.6    2.604   0.0   2.34e-3 37.2     25.9     0.099    0.267      0.00
   2864.0    2.3   57.4    189.0 0.037      49.5 1.74    24.00     0.099    1.994 
0.6L    :  39.60
    104.3    7.0   58.6    2.604   0.0   2.85e-3 39.0     72.3     0.204    0.267      0.00
   2869.1    2.3   57.4    189.0 0.058      43.5 1.53    24.00     0.099    1.193 
0.7L    :  46.20
    141.4    7.0   56.5    2.604  24.1   2.50e-3 37.8     87.3     0.244    0.267      0.00
   2585.0    2.3   55.3    189.0 0.069      45.7 1.67    24.00     0.099    1.051 
0.8L    :  52.80
    179.2    7.0   52.2    2.604  24.1   1.79e-3 35.3    123.2     0.341    0.680      0.00
   2001.8    2.3   51.1    189.0 0.098      51.8 2.05    24.00     0.099    1.615 
0.9L    :  59.40
    217.8    7.0   58.7    1.381  24.1   4.22e-3 43.8    184.9     0.612    0.763      0.00
   1124.1    1.8   57.8    189.0 0.108      33.0 1.15    24.00     0.099    1.188 
Critical:  60.67
    225.7    7.0   58.7    1.297  24.1   4.27e-3 44.0    194.0     0.646    1.020      0.00
    903.9    1.7   57.9    189.0 0.112      32.7 1.14    24.00     0.099    1.448 
Transfer:  63.00
    240.2    7.0   58.7    1.143  24.1   6.00e-3 50.0    217.7     0.895    1.296      0.00
    497.1    1.5   58.0    189.0 0.120      25.0 0.87    24.00     0.099    1.366 
Bearing :  65.50
    255.8    7.0   58.7    0.190   4.0   6.00e-3 50.0    254.9     1.036    1.360      1.08
      0.0    0.3   58.6     31.5 0.137      25.3 0.87    12.00     0.099    1.280 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.02
 
 
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 = 16.00(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
    255.8      4.85     58.75    0.25       58.62    24.00      0.160      1.216      0.074      0.533 
Transfer:      2.50
    240.2      4.60     58.75    1.50       58.00    24.00      0.160      1.134      0.024      0.533 
Critical:      4.83
    225.8      4.33     58.75    1.70       57.90    24.00      0.160      1.044      0.000      0.400 
0.1L    :      6.10
    217.8      4.18     58.75    1.80       57.85    24.00      0.160      0.995      0.000      0.267 
0.2L    :     12.70
    179.2      3.90     52.23    2.26       51.09    24.00      0.160      0.899      0.000      0.267 
0.3L    :     19.30
    141.4      2.84     56.46    2.27       55.33    24.00      0.160      0.546      0.000      0.267 
0.4L    :     25.90
    104.3      2.02     58.58    2.27       57.45    24.00      0.160      0.272      0.000      0.267 
0.5L    :     32.50
     67.9      1.31     58.58    2.27       57.45    24.00      0.160      0.038      0.000      0.267 
0.6L    :     39.10
    104.3      2.02     58.58    2.27       57.45    24.00      0.160      0.272      0.000      0.267 
0.7L    :     45.70
    141.4      2.84     56.46    2.27       55.33    24.00      0.160      0.546      0.000      0.267 
0.8L    :     52.30
    179.2      3.90     52.23    2.26       51.09    24.00      0.160      0.899      0.000      0.267 
0.9L    :     58.90
    217.8      4.18     58.75    1.80       57.85    24.00      0.160      0.995      0.000      0.267 
Critical:     60.17
    225.8      4.33     58.75    1.70       57.90    24.00      0.160      1.044      0.000      0.400 
Transfer:     62.50
    240.2      4.60     58.75    1.50       58.00    24.00      0.160      1.134      0.024      0.533 
Bearing :     65.00
    255.8      4.85     58.75    0.25       58.62    24.00      0.160      1.216      0.074      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.10 ft
Prestress      :       0.261  1.80      0.470  2.20      0.574
Self Wt.       :      -0.101  1.85     -0.187  2.40     -0.243
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.160            0.283            0.331
 
At 0.2 x L = 12.70 ft
Prestress      :       0.482  1.80      0.868  2.20      1.061
Self Wt.       :      -0.190  1.85     -0.352  2.40     -0.456
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.292            0.516            0.604
 
At 0.3 x L = 19.30 ft
Prestress      :       0.647  1.80      1.165  2.20      1.423
Self Wt.       :      -0.258  1.85     -0.477  2.40     -0.619
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.389            0.688            0.805
 
At 0.4 x L = 25.90 ft
Prestress      :       0.749  1.80      1.348  2.20      1.647
Self Wt.       :      -0.300  1.85     -0.555  2.40     -0.721
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.449            0.792            0.927
 
At 0.5 x L = 32.50 ft
Prestress      :       0.785  1.80      1.413  2.20      1.726
Self Wt.       :      -0.315  1.85     -0.583  2.40     -0.757
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.469            0.829            0.970
 
At 0.6 x L = 39.10 ft
Prestress      :       0.749  1.80      1.348  2.20      1.647
Self Wt.       :      -0.300  1.85     -0.555  2.40     -0.721
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.449            0.792            0.927
 
At 0.7 x L = 45.70 ft
Prestress      :       0.647  1.80      1.165  2.20      1.423
Self Wt.       :      -0.258  1.85     -0.477  2.40     -0.619
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.389            0.688            0.805
 
At 0.8 x L = 52.30 ft
Prestress      :       0.482  1.80      0.868  2.20      1.061
Self Wt.       :      -0.190  1.85     -0.352  2.40     -0.456
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.292            0.516            0.604
 
At 0.9 x L = 58.90 ft
Prestress      :       0.261  1.80      0.470  2.20      0.574
Self Wt.       :      -0.101  1.85     -0.187  2.40     -0.243
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.160            0.283            0.331
 

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
   491.3    45.7  1.714  267.1    1.8   1.50   1713.9  0.100T 1.00       -       -     -     -  
H/2     :   2.59
   508.9    45.7  1.723  267.1    1.8   1.50   1725.3  0.099T 1.00       -       -     -     -  
0.1L    :   6.10
  1124.1    48.0  2.071  266.7    2.1   1.80   2167.1  0.082T 1.00       -       -     -     -  
0.2L    :  12.70
  2055.5    52.2  2.604  266.1    2.7   2.26   2950.8  0.065T 1.00    742.7   742.7    3.97    -  
0.3L    :  19.30
  2690.7    56.5  2.604  266.4    2.7   2.27   3198.9  0.065T 1.00    659.9   659.9    4.85    -  
0.4L    :  25.90
  3067.1    58.6  2.604  266.6    2.7   2.27   3323.0  0.065T 1.00    611.0   611.0    5.44    -  
0.5L    :  32.50
  3164.9    58.6  2.604  266.6    2.7   2.27   3323.0  0.065T 1.00    591.5   591.5    5.62    -  
0.6L    :  39.10
  3067.1    58.6  2.604  266.6    2.7   2.27   3323.0  0.065T 1.00    611.0   611.0    5.44    -  
0.7L    :  45.70
  2690.7    56.5  2.604  266.4    2.7   2.27   3198.9  0.065T 1.00    659.9   659.9    4.85    -  
0.8L    :  52.30
  2055.5    52.2  2.604  266.1    2.7   2.26   2950.8  0.065T 1.00    742.7   742.7    3.97    -  
0.9L    :  58.90
  1124.1    48.0  2.071  266.7    2.1   1.80   2167.1  0.082T 1.00       -       -     -     -  
H/2     :  62.41
   508.9    45.7  1.723  267.1    1.8   1.50   1725.3  0.099T 1.00       -       -     -     -  
Transfer:  62.50
   491.3    45.7  1.714  267.1    1.8   1.50   1713.9  0.100T 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    -0.026
        M   2.00 Fb     0.257
 
  2   2 E  50.50 Ft     0.345
        M   6.00 Fb     0.191
 
  3   2 E  46.50 Ft     0.669
        M   2.00 Fb     0.164
 
  4   2 E   6.00 Ft     0.586
        M   6.00 Fb     0.467
 
  5   2 E   4.00 Ft     0.479
        M   4.00 Fb     0.789
 
  6   2 E   2.00 Ft     0.348
        M   2.00 Fb     1.131
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 66.00            Release Length, ft: 66.00
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   4           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.50 %               Final losses: 10.64 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.464     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.055   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)                  3323.02     3164.91     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   0.084     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.791     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   0.904    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   0.579     Midspan
    Pre.Bot:                                                             2.000   0.347    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.785  1.80      1.413  2.20      1.726
Self Wt.       :      -0.315  1.85     -0.583  2.40     -0.757
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.469            0.829            0.970
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-D                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  6.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  7.000 in                     Interior/Exterior  =   Interior
            Bot =  7.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  7.000 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     =  20.000 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       0.010      0.00       0.010   65.00
     DC  Line       0.070      0.00       0.070   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.000 ft
Release length = 66.000 ft
Design  length = 65.000 ft
 
Kern points:
------------
Upper    =   38.18 in
Lower    =   13.01 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.706   (Calculated)    
Live Moment (1  lane  loaded)  : 0.516   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.983   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.823   (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                  =        638.7 in2           1230.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           572063 in4#
Ht. of c.g.           =        24.37 in             40.70 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1402.3 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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     2.59     6.10    12.70    19.30    25.90    32.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    641.3    654.3    654.3    654.3    654.3    654.3    654.3    654.3
  Yb      ,  in    24.34    24.18    24.18    24.13    24.03    23.93    23.88    23.88
  MI(Ixx) , in4   215074   215902   215917   216534   218117   220248   221519   221519
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1233.1   1245.3   1245.3   1245.3   1245.3   1245.3   1245.3   1245.3
  Yb      ,  in    40.65    40.41    40.41    40.39    40.34    40.29    40.26    40.26
  MI(Ixx) , in4   573304   580522   580565   582221   585739   589779   591995   591995

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        3586.62 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:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 23.10 ft from member end )
END PATTERN (Ycg = 18.50 in):
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @ 46.500 in
     2 @ 50.500 in
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
     2 @  2.000 in     2 @  6.000 in
(B) Straight:
     4 @  2.000 in     2 @  4.000 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     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.969 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.961 ft
Holddown Force        =  26.969 kips     Beam Shrtng (PL/AE)   =      0.152 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)       
-------------------------------------------------------------------------------------
       794.366         740 587.831     10.842 43910.723   616.738     177.374        
 
 
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#3[M10]       60.00        0.22       4.50       0.1250      0.8750     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.1250    Yes
      2      US#5[M16]       60.00        0.62       9.00       0.5000      2.7500     No
      2      US#5[M16]       60.00        0.62       9.75       2.7500      3.5630     No
      2      US#5[M16]       60.00        0.62      11.25       3.5630      4.5098     No
      2      US#4[M13]       60.00        0.40      10.50       3.1250      4.0000    Yes
      2      US#4[M13]       60.00        0.40      12.00       4.0000      6.0000    Yes
      2      US#5[M16]       60.00        0.62      12.00       4.5098      5.5098     No
      2      US#5[M16]       60.00        0.62      15.00       5.5098      6.7598     No
      2      US#5[M16]       60.00        0.62      18.00       6.7598     18.7500     No
      2      US#4[M13]       60.00        0.40      18.00       6.0000     60.0000    Yes
      2      US#5[M16]       60.00        0.62      18.00      47.2500     59.2402     No
      2      US#5[M16]       60.00        0.62      15.00      59.2402     60.4902     No
      2      US#5[M16]       60.00        0.62      12.00      60.4902     61.4902     No
      2      US#4[M13]       60.00        0.40      12.00      60.0000     62.0000    Yes
      2      US#4[M13]       60.00        0.40      10.50      62.0000     62.8750    Yes
      2      US#5[M16]       60.00        0.62      11.25      61.4902     62.4370     No
      2      US#5[M16]       60.00        0.62       9.75      62.4370     63.2500     No
      2      US#5[M16]       60.00        0.62       9.00      63.2500     65.5000     No
      2      US#4[M13]       60.00        0.40       9.00      62.8750     65.8750    Yes
      2      US#5[M16]       60.00        0.62       4.50      65.5000     65.8750     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 62.0000 66.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 23.0000       3.00 
      2 US#5[M16]           2.00 0.620 43.0000 66.0000       3.00 
      2 US#6[M19]           2.00 0.880 20.5000 45.5000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg =  3.67 in
         P_init    =      510.4 kips  Ecc = 20.70 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.82 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.259 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.18 ksi    0.00 ksi
    due to Composite Loads                                 -1.11 ksi    0.00 ksi
    due to Live Loads                                      -4.24 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                         7.27 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.82 ksi  ( 4.50 %)            12.05 ksi ( 6.14 %)
Total Prestress Losses                                    20.86 ksi (10.64 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 175.2 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    2.59    6.10   12.70   19.30   25.90   32.50
Self wt.  : M       0.0    52.0    53.8   119.5   221.0   293.4   336.9   351.4
(Max)       V      21.6    20.0    19.9    17.6    13.2     8.8     4.4     0.0
DL-Prec.  : M       0.0     6.3     6.5    14.4    26.7    35.4    40.7    42.4
DC(Max)     V       2.6     2.4     2.4     2.1     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    57.6    59.6   132.4   244.8   325.0   373.2   389.2
Haunch (Max)V      24.0    22.1    22.0    19.5    14.6     9.7     4.9     0.0
Diaphragm : M       0.0     0.4     0.4     0.9     1.8     2.8     3.7     4.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.1    24.0    53.2    98.3   130.5   149.9   156.3
DC(Max)     V       9.6     8.9     8.9     7.8     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    10.3    10.7    23.7    43.8    58.2    66.8    69.7
DW(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   172.4   178.6   393.2   713.8   925.4  1049.4  1074.5
            V     101.1    95.7    95.5    87.8    74.3    60.7    43.4    29.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   101.1    95.7    95.5    87.8    74.9    62.4    50.3    38.7
            M      -0.0   175.7   181.9   393.2   683.1   865.0   936.3   902.6
Total     : M+      0.0   322.0   333.6   737.3  1350.1  1770.8  2020.6  2088.2
            V     163.3   153.1   152.7   138.4   112.2    86.1    56.2    30.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   163.3   153.1   152.7   138.4   112.9    87.8    63.1    38.8
            M      -0.0   325.3   336.9   737.3  1319.4  1710.4  1907.4  1916.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.10   45.70   52.30   58.90   62.41   62.50   65.00
Self wt.  : M     336.9   293.4   221.0   119.5    53.8    52.0     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.9    20.0    21.6
DL-Prec.  : M      40.7    35.4    26.7    14.4     6.5     6.3     0.0
DC(Max)     V       0.5     1.1     1.6     2.1     2.4     2.4     2.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     373.2   325.0   244.8   132.4    59.6    57.6     0.0
Haunch (Max)V       4.9     9.7    14.6    19.5    22.0    22.1    24.0
Diaphragm : M       3.7     2.8     1.8     0.9     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     149.9   130.5    98.3    53.2    24.0    23.1     0.0
DC(Max)     V       2.0     3.9     5.9     7.8     8.9     8.9     9.6
DL-Comp   : M      66.8    58.2    43.8    23.7    10.7    10.3     0.0
DW(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
LL + I    : M+   1049.4   925.4   713.8   393.2   178.6   172.4     0.0
            V      43.4    60.7    74.3    87.8    95.5    95.7   101.1
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    50.3    62.4    74.9    87.8    95.5    95.7   101.1
            M     936.3   865.0   683.1   393.2   181.9   175.7    -0.0
Total     : M+   2020.6  1770.8  1350.1   737.3   333.6   322.0     0.0
            V      56.2    86.1   112.2   138.4   152.7   153.1   163.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    63.1    87.8   112.9   138.4   152.7   153.1   163.3
            M    1907.4  1710.4  1319.4   737.3   336.9   325.3    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.6             21.6
Deck+Haunch            24.0             24.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.6              2.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           48.1             48.1
DL-Comp.(DW)           21.4             21.4
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    6.10   12.70   19.30   25.90   32.50
Self wt.  : M       0.0    52.0    53.8   119.5   221.0   293.4   336.9   351.4
(Max)       V      21.6    20.0    19.9    17.6    13.2     8.8     4.4     0.0
DL-Prec.  : M       0.0     6.3     6.5    14.4    26.7    35.4    40.7    42.4
DC(Max)     V       2.6     2.4     2.4     2.1     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    57.6    59.6   132.4   244.8   325.0   373.2   389.2
Haunch (Max)V      24.0    22.1    22.0    19.5    14.6     9.7     4.9     0.0
Diaphragm : M       0.0     0.4     0.4     0.9     1.8     2.8     3.7     4.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.1    24.0    53.2    98.3   130.5   149.9   156.3
DC(Max)     V       9.6     8.9     8.9     7.8     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    10.3    10.7    23.7    43.8    58.2    66.8    69.7
DW(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   137.9   142.8   314.5   571.0   740.3   839.6   859.6
            V      80.9    76.5    76.4    70.3    59.4    48.6    34.7    23.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    80.9    76.5    76.4    70.3    59.9    49.9    40.3    30.9
            M      -0.0   140.6   145.5   314.5   546.5   692.0   749.0   722.1
Total     : M+      0.0   287.5   297.8   658.6  1207.4  1585.7  1810.7  1873.3
            V     143.1   134.0   133.7   120.9    97.4    73.9    47.5    24.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   143.1   134.0   133.7   120.9    97.9    75.3    53.0    31.1
            M      -0.0   290.2   300.5   658.6  1182.8  1537.4  1720.1  1735.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.10   45.70   52.30   58.90   62.41   62.50   65.00
Self wt.  : M     336.9   293.4   221.0   119.5    53.8    52.0     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.9    20.0    21.6
DL-Prec.  : M      40.7    35.4    26.7    14.4     6.5     6.3     0.0
DC(Max)     V       0.5     1.1     1.6     2.1     2.4     2.4     2.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     373.2   325.0   244.8   132.4    59.6    57.6     0.0
Haunch (Max)V       4.9     9.7    14.6    19.5    22.0    22.1    24.0
Diaphragm : M       3.7     2.8     1.8     0.9     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     149.9   130.5    98.3    53.2    24.0    23.1     0.0
DC(Max)     V       2.0     3.9     5.9     7.8     8.9     8.9     9.6
DL-Comp   : M      66.8    58.2    43.8    23.7    10.7    10.3     0.0
DW(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
LL + I    : M+    839.6   740.3   571.0   314.5   142.8   137.9     0.0
            V      34.7    48.6    59.4    70.3    76.4    76.5    80.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.3    49.9    59.9    70.3    76.4    76.5    80.9
            M     749.0   692.0   546.5   314.5   145.5   140.6    -0.0
Total     : M+   1810.7  1585.7  1207.4   658.6   297.8   287.5     0.0
            V      47.5    73.9    97.4   120.9   133.7   134.0   143.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    53.0    75.3    97.9   120.9   133.7   134.0   143.1
            M    1720.1  1537.4  1182.8   658.6   300.5   290.2    -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    2.59    6.10   12.70   19.30   25.90   32.50
Self wt.  : M       0.0    65.0    67.3   149.4   276.2   366.8   421.1   439.2
(Max)       V      27.0    24.9    24.9    22.0    16.5    11.0     5.5     0.0
Self wt.  : M       0.0    46.8    48.5   107.6   198.9   264.1   303.2   316.2
(Min)       V      19.5    18.0    17.9    15.8    11.9     7.9     4.0     0.0
DL-Prec.  : M       0.0     7.8     8.1    18.0    33.3    44.3    50.8    53.0
DC(Max)     V       3.3     3.0     3.0     2.7     2.0     1.3     0.7     0.0
DL-Prec.  : M       0.0     5.6     5.8    13.0    24.0    31.9    36.6    38.2
DC(Min)     V       2.3     2.2     2.2     1.9     1.4     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.0    74.6   165.5   305.9   406.3   466.5   486.5
Haunch (Max)V      29.9    27.6    27.6    24.3    18.2    12.2     6.1     0.0
Deck +    : M       0.0    51.8    53.7   119.2   220.3   292.5   335.8   350.3
Haunch (Min)V      21.6    19.9    19.8    17.5    13.1     8.8     4.4     0.0
Diaphragm : M       0.0     0.4     0.5     1.1     2.3     3.4     4.6     5.8
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.8     1.6     2.5     3.3     4.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.9    29.9    66.5   122.9   163.2   187.3   195.4
DC(Max)     V      12.0    11.1    11.1     9.8     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    20.8    21.6    47.9    88.5   117.5   134.9   140.7
DC(Min)     V       8.7     8.0     8.0     7.0     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    15.5    16.0    35.6    65.8    87.3   100.3   104.6
DW(Max)     V       6.4     5.9     5.9     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0     6.7     6.9    15.4    28.5    37.8    43.4    45.3
DW(Min)     V       2.8     2.6     2.6     2.3     1.7     1.1     0.6     0.0
LL + I    : M+      0.0   301.7   312.5   688.1  1249.1  1619.5  1836.5  1880.4
            V     176.9   167.4   167.1   153.7   130.0   106.2    76.0    52.3
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   176.9   167.4   167.1   153.7   131.1   109.2    88.1    67.7
            M      -0.0   307.5   318.3   688.1  1195.4  1513.8  1638.5  1579.5
Total     : M+      0.0   491.3   508.9  1124.1  2055.5  2690.7  3067.1  3164.9
            V     255.8   240.2   239.6   217.8   178.1   138.4    92.2    52.4
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   255.8   240.2   239.6   217.8   179.2   141.4   104.3    67.9
            M      -0.0   497.1   514.7  1124.1  2001.8  2585.0  2869.1  2864.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.10   45.70   52.30   58.90   62.41   62.50   65.00
Self wt.  : M     421.1   366.8   276.2   149.4    67.3    65.0     0.0
(Max)       V       5.5    11.0    16.5    22.0    24.9    24.9    27.0
Self wt.  : M     303.2   264.1   198.9   107.6    48.5    46.8     0.0
(Min)       V       4.0     7.9    11.9    15.8    17.9    18.0    19.5
DL-Prec.  : M      50.8    44.3    33.3    18.0     8.1     7.8     0.0
DC(Max)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
DL-Prec.  : M      36.6    31.9    24.0    13.0     5.8     5.6     0.0
DC(Min)     V       0.5     1.0     1.4     1.9     2.2     2.2     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     466.5   406.3   305.9   165.5    74.6    72.0     0.0
Haunch (Max)V       6.1    12.2    18.2    24.3    27.6    27.6    29.9
Deck +    : M     335.8   292.5   220.3   119.2    53.7    51.8     0.0
Haunch (Min)V       4.4     8.8    13.1    17.5    19.8    19.9    21.6
Diaphragm : M       4.6     3.4     2.3     1.1     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.3     2.5     1.6     0.8     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     187.3   163.2   122.9    66.5    29.9    28.9     0.0
DC(Max)     V       2.4     4.9     7.3     9.8    11.1    11.1    12.0
DL-Comp   : M     134.9   117.5    88.5    47.9    21.6    20.8     0.0
DC(Min)     V       1.8     3.5     5.3     7.0     8.0     8.0     8.7
DL-Comp   : M     100.3    87.3    65.8    35.6    16.0    15.5     0.0
DW(Max)     V       1.3     2.6     3.9     5.2     5.9     5.9     6.4
DL-Comp   : M      43.4    37.8    28.5    15.4     6.9     6.7     0.0
DW(Min)     V       0.6     1.1     1.7     2.3     2.6     2.6     2.8
LL + I    : M+   1836.5  1619.5  1249.1   688.1   312.5   301.7     0.0
            V      76.0   106.2   130.0   153.7   167.1   167.4   176.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    88.1   109.2   131.1   153.7   167.1   167.4   176.9
            M    1638.5  1513.8  1195.4   688.1   318.3   307.5    -0.0
Total     : M+   3067.1  2690.7  2055.5  1124.1   508.9   491.3     0.0
            V      92.2   138.4   178.1   217.8   239.6   240.2   255.8
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   104.3   141.4   179.2   217.8   239.6   240.2   255.8
            M    2869.1  2585.0  2001.8  1124.1   514.7   497.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               27.0             27.0
Deck+Haunch            29.9             29.9
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.3              3.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           60.1             60.1
DL-Comp.(DW)           32.2             32.2
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    6.10   12.70   19.30   25.90   32.50
Self wt.  : M       0.0    52.0    53.8   119.5   221.0   293.4   336.9   351.4
(Max)       V      21.6    20.0    19.9    17.6    13.2     8.8     4.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.3     6.5    14.4    26.7    35.4    40.7    42.4
DC(Max)     V       2.6     2.4     2.4     2.1     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    57.6    59.6   132.4   244.8   325.0   373.2   389.2
Haunch (Max)V      24.0    22.1    22.0    19.5    14.6     9.7     4.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.4     0.9     1.8     2.8     3.7     4.6
(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    23.1    24.0    53.2    98.3   130.5   149.9   156.3
DC(Max)     V       9.6     8.9     8.9     7.8     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.3    10.7    23.7    43.8    58.2    66.8    69.7
DW(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     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   125.9   130.4   282.4   493.0   633.5   695.0   657.8
            V      85.8    81.0    80.8    73.9    62.0    48.6    36.7    28.2
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    85.8    81.0    80.8    73.9    62.0    50.1    39.1    30.3
            M       0.0   125.9   130.4   282.4   493.0   605.1   635.1   616.3
Total     : M+      0.0   275.5   285.4   626.5  1129.4  1478.8  1666.1  1671.5
            V     148.1   138.4   138.1   124.5   100.0    74.0    49.5    28.4
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   148.1   138.4   138.1   124.5   100.0    75.4    51.9    30.4
            M       0.0   275.5   285.4   626.5  1129.4  1450.4  1606.2  1630.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.10   45.70   52.30   58.90   62.41   62.50   65.00
Self wt.  : M     336.9   293.4   221.0   119.5    53.8    52.0     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.9    20.0    21.6
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      40.7    35.4    26.7    14.4     6.5     6.3     0.0
DC(Max)     V       0.5     1.1     1.6     2.1     2.4     2.4     2.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     373.2   325.0   244.8   132.4    59.6    57.6     0.0
Haunch (Max)V       4.9     9.7    14.6    19.5    22.0    22.1    24.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.7     2.8     1.8     0.9     0.4     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     149.9   130.5    98.3    53.2    24.0    23.1     0.0
DC(Max)     V       2.0     3.9     5.9     7.8     8.9     8.9     9.6
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      66.8    58.2    43.8    23.7    10.7    10.3     0.0
DW(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
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+    695.0   633.5   493.0   282.4   130.4   125.9     0.0
            V      36.7    48.6    62.0    73.9    80.8    81.0    85.8
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    39.1    50.1    62.0    73.9    80.8    81.0    85.8
            M     635.1   605.1   493.0   282.4   130.4   125.9     0.0
Total     : M+   1666.1  1478.8  1129.4   626.5   285.4   275.5     0.0
            V      49.5    74.0   100.0   124.5   138.1   138.4   148.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    51.9    75.4   100.0   124.5   138.1   138.4   148.1
            M    1606.2  1450.4  1129.4   626.5   285.4   275.5     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.60   13.20   19.80   26.40   33.00   23.10
 
Beam-Self
Precast-top    0.104   0.216   0.382   0.499   0.568   0.591   0.539 
Bottom        -0.085  -0.174  -0.306  -0.397  -0.450  -0.469  -0.428 
 
Prestress
Precast-top    0.244   0.085  -0.202  -0.484  -0.623  -0.623  -0.623 
Bottom         1.215   1.341   1.567   1.786   1.892   1.892   1.892 
 
Total
Precast-top    0.348   0.301   0.180   0.014  -0.055  -0.032  -0.084 
Bottom         1.131   1.167   1.261   1.389   1.442   1.423   1.464 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             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    2.59    6.10   12.70   19.30   25.90   32.50
 
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   0.013   0.013   0.029   0.053   0.071   0.081   0.084 
Precast-top    0.054   0.420   0.424   0.540   0.674   0.695   0.734   0.791 
Bottom         0.172   0.904   0.900   0.779   0.632   0.588   0.541   0.490 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.60   13.20   19.80   26.40   33.00   23.10
 
Beam-Self
Precast-top    0.104   0.216   0.382   0.499   0.568   0.591   0.539 
Bottom        -0.085  -0.174  -0.306  -0.397  -0.450  -0.469  -0.428 
 
Prestress
Precast-top    0.244   0.085  -0.202  -0.484  -0.623  -0.623  -0.623 
Bottom         1.215   1.341   1.567   1.786   1.892   1.892   1.892 
 
Total
Precast-top    0.348   0.301   0.180   0.014  -0.055  -0.032  -0.084 
Bottom         1.131   1.167   1.261   1.389   1.442   1.423   1.464 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             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    2.59    6.10   12.70   19.30   25.90   32.50
 
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    2.59    6.10   12.70   19.30   25.90   32.50
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   0.054   0.056   0.121   0.212   0.272   0.300   0.287 
Precast-top    0.027   0.245   0.248   0.349   0.475   0.524   0.561   0.579 
Bottom         0.086   0.347   0.341   0.155  -0.091  -0.225  -0.297  -0.292 
 

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
    255.8    7.0   58.7    0.190   4.0   6.00e-3 50.0    254.9     1.036    1.947      1.08
      0.0    0.3   58.6     31.5 0.137      25.3 0.87    12.00     0.099    1.788 
Transfer:   3.00
    240.2    7.0   58.7    1.143  24.1   6.00e-3 50.0    217.7     0.895    1.296      0.00
    497.1    1.5   58.0    189.0 0.120      25.0 0.87    24.00     0.099    1.366 
Critical:   5.33
    225.7    7.0   58.7    1.297  24.1   4.27e-3 44.0    194.0     0.646    1.020      0.00
    903.9    1.7   57.9    189.0 0.112      32.7 1.14    24.00     0.099    1.448 
0.1L    :   6.60
    217.8    7.0   58.7    1.381  24.1   4.22e-3 43.8    184.9     0.612    0.763      0.00
   1124.1    1.8   57.8    189.0 0.108      33.0 1.15    24.00     0.099    1.188 
0.2L    :  13.20
    179.2    7.0   52.2    2.604  24.1   1.79e-3 35.3    123.2     0.341    0.680      0.00
   2001.8    2.3   51.1    189.0 0.098      51.8 2.05    24.00     0.099    1.615 
0.3L    :  19.80
    141.4    7.0   56.5    2.604  24.1   2.50e-3 37.8     87.3     0.244    0.267      0.00
   2585.0    2.3   55.3    189.0 0.069      45.7 1.67    24.00     0.099    1.051 
0.4L    :  26.40
    104.3    7.0   58.6    2.604   0.0   2.85e-3 39.0     72.3     0.204    0.267      0.00
   2869.1    2.3   57.4    189.0 0.058      43.5 1.53    24.00     0.099    1.193 
0.5L    :  33.00
     67.9    7.0   58.6    2.604   0.0   2.34e-3 37.2     25.9     0.099    0.267      0.00
   2864.0    2.3   57.4    189.0 0.037      49.5 1.74    24.00     0.099    1.994 
0.6L    :  39.60
    104.3    7.0   58.6    2.604   0.0   2.85e-3 39.0     72.3     0.204    0.267      0.00
   2869.1    2.3   57.4    189.0 0.058      43.5 1.53    24.00     0.099    1.193 
0.7L    :  46.20
    141.4    7.0   56.5    2.604  24.1   2.50e-3 37.8     87.3     0.244    0.267      0.00
   2585.0    2.3   55.3    189.0 0.069      45.7 1.67    24.00     0.099    1.051 
0.8L    :  52.80
    179.2    7.0   52.2    2.604  24.1   1.79e-3 35.3    123.2     0.341    0.680      0.00
   2001.8    2.3   51.1    189.0 0.098      51.8 2.05    24.00     0.099    1.615 
0.9L    :  59.40
    217.8    7.0   58.7    1.381  24.1   4.22e-3 43.8    184.9     0.612    0.763      0.00
   1124.1    1.8   57.8    189.0 0.108      33.0 1.15    24.00     0.099    1.188 
Critical:  60.67
    225.7    7.0   58.7    1.297  24.1   4.27e-3 44.0    194.0     0.646    1.020      0.00
    903.9    1.7   57.9    189.0 0.112      32.7 1.14    24.00     0.099    1.448 
Transfer:  63.00
    240.2    7.0   58.7    1.143  24.1   6.00e-3 50.0    217.7     0.895    1.296      0.00
    497.1    1.5   58.0    189.0 0.120      25.0 0.87    24.00     0.099    1.366 
Bearing :  65.50
    255.8    7.0   58.7    0.190   4.0   6.00e-3 50.0    254.9     1.036    1.360      1.08
      0.0    0.3   58.6     31.5 0.137      25.3 0.87    12.00     0.099    1.280 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.02
 
 
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 = 16.00(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
    255.8      4.85     58.75    0.25       58.62    24.00      0.160      1.216      0.074      0.533 
Transfer:      2.50
    240.2      4.60     58.75    1.50       58.00    24.00      0.160      1.134      0.024      0.533 
Critical:      4.83
    225.8      4.33     58.75    1.70       57.90    24.00      0.160      1.044      0.000      0.400 
0.1L    :      6.10
    217.8      4.18     58.75    1.80       57.85    24.00      0.160      0.995      0.000      0.267 
0.2L    :     12.70
    179.2      3.90     52.23    2.26       51.09    24.00      0.160      0.899      0.000      0.267 
0.3L    :     19.30
    141.4      2.84     56.46    2.27       55.33    24.00      0.160      0.546      0.000      0.267 
0.4L    :     25.90
    104.3      2.02     58.58    2.27       57.45    24.00      0.160      0.272      0.000      0.267 
0.5L    :     32.50
     67.9      1.31     58.58    2.27       57.45    24.00      0.160      0.038      0.000      0.267 
0.6L    :     39.10
    104.3      2.02     58.58    2.27       57.45    24.00      0.160      0.272      0.000      0.267 
0.7L    :     45.70
    141.4      2.84     56.46    2.27       55.33    24.00      0.160      0.546      0.000      0.267 
0.8L    :     52.30
    179.2      3.90     52.23    2.26       51.09    24.00      0.160      0.899      0.000      0.267 
0.9L    :     58.90
    217.8      4.18     58.75    1.80       57.85    24.00      0.160      0.995      0.000      0.267 
Critical:     60.17
    225.8      4.33     58.75    1.70       57.90    24.00      0.160      1.044      0.000      0.400 
Transfer:     62.50
    240.2      4.60     58.75    1.50       58.00    24.00      0.160      1.134      0.024      0.533 
Bearing :     65.00
    255.8      4.85     58.75    0.25       58.62    24.00      0.160      1.216      0.074      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.10 ft
Prestress      :       0.261  1.80      0.470  2.20      0.574
Self Wt.       :      -0.101  1.85     -0.187  2.40     -0.243
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.160            0.283            0.331
 
At 0.2 x L = 12.70 ft
Prestress      :       0.482  1.80      0.868  2.20      1.061
Self Wt.       :      -0.190  1.85     -0.352  2.40     -0.456
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.292            0.516            0.604
 
At 0.3 x L = 19.30 ft
Prestress      :       0.647  1.80      1.165  2.20      1.423
Self Wt.       :      -0.258  1.85     -0.477  2.40     -0.619
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.389            0.688            0.805
 
At 0.4 x L = 25.90 ft
Prestress      :       0.749  1.80      1.348  2.20      1.647
Self Wt.       :      -0.300  1.85     -0.555  2.40     -0.721
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.449            0.792            0.927
 
At 0.5 x L = 32.50 ft
Prestress      :       0.785  1.80      1.413  2.20      1.726
Self Wt.       :      -0.315  1.85     -0.583  2.40     -0.757
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.469            0.829            0.970
 
At 0.6 x L = 39.10 ft
Prestress      :       0.749  1.80      1.348  2.20      1.647
Self Wt.       :      -0.300  1.85     -0.555  2.40     -0.721
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.449            0.792            0.927
 
At 0.7 x L = 45.70 ft
Prestress      :       0.647  1.80      1.165  2.20      1.423
Self Wt.       :      -0.258  1.85     -0.477  2.40     -0.619
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.389            0.688            0.805
 
At 0.8 x L = 52.30 ft
Prestress      :       0.482  1.80      0.868  2.20      1.061
Self Wt.       :      -0.190  1.85     -0.352  2.40     -0.456
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.292            0.516            0.604
 
At 0.9 x L = 58.90 ft
Prestress      :       0.261  1.80      0.470  2.20      0.574
Self Wt.       :      -0.101  1.85     -0.187  2.40     -0.243
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.160            0.283            0.331
 

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
   491.3    45.7  1.714  267.1    1.8   1.50   1713.9  0.100T 1.00       -       -     -     -  
H/2     :   2.59
   508.9    45.7  1.723  267.1    1.8   1.50   1725.3  0.099T 1.00       -       -     -     -  
0.1L    :   6.10
  1124.1    48.0  2.071  266.7    2.1   1.80   2167.1  0.082T 1.00       -       -     -     -  
0.2L    :  12.70
  2055.5    52.2  2.604  266.1    2.7   2.26   2950.8  0.065T 1.00    742.7   742.7    3.97    -  
0.3L    :  19.30
  2690.7    56.5  2.604  266.4    2.7   2.27   3198.9  0.065T 1.00    659.9   659.9    4.85    -  
0.4L    :  25.90
  3067.1    58.6  2.604  266.6    2.7   2.27   3323.0  0.065T 1.00    611.0   611.0    5.44    -  
0.5L    :  32.50
  3164.9    58.6  2.604  266.6    2.7   2.27   3323.0  0.065T 1.00    591.5   591.5    5.62    -  
0.6L    :  39.10
  3067.1    58.6  2.604  266.6    2.7   2.27   3323.0  0.065T 1.00    611.0   611.0    5.44    -  
0.7L    :  45.70
  2690.7    56.5  2.604  266.4    2.7   2.27   3198.9  0.065T 1.00    659.9   659.9    4.85    -  
0.8L    :  52.30
  2055.5    52.2  2.604  266.1    2.7   2.26   2950.8  0.065T 1.00    742.7   742.7    3.97    -  
0.9L    :  58.90
  1124.1    48.0  2.071  266.7    2.1   1.80   2167.1  0.082T 1.00       -       -     -     -  
H/2     :  62.41
   508.9    45.7  1.723  267.1    1.8   1.50   1725.3  0.099T 1.00       -       -     -     -  
Transfer:  62.50
   491.3    45.7  1.714  267.1    1.8   1.50   1713.9  0.100T 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    -0.026
        M   2.00 Fb     0.257
 
  2   2 E  50.50 Ft     0.345
        M   6.00 Fb     0.191
 
  3   2 E  46.50 Ft     0.669
        M   2.00 Fb     0.164
 
  4   2 E   6.00 Ft     0.586
        M   6.00 Fb     0.467
 
  5   2 E   4.00 Ft     0.479
        M   4.00 Fb     0.789
 
  6   2 E   2.00 Ft     0.348
        M   2.00 Fb     1.131
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 66.00            Release Length, ft: 66.00
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   4           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.50 %               Final losses: 10.64 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.464     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.055   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)                  3323.02     3164.91     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   0.084     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.791     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   0.904    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   0.579     Midspan
    Pre.Bot:                                                             2.000   0.347    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.785  1.80      1.413  2.20      1.726
Self Wt.       :      -0.315  1.85     -0.583  2.40     -0.757
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.469            0.829            0.970
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-D                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  6.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  7.000 in                     Interior/Exterior  =   Interior
            Bot =  7.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  7.000 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     =  20.000 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       0.010      0.00       0.010   65.00
     DC  Line       0.070      0.00       0.070   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.000 ft
Release length = 66.000 ft
Design  length = 65.000 ft
 
Kern points:
------------
Upper    =   38.18 in
Lower    =   13.01 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.706   (Calculated)    
Live Moment (1  lane  loaded)  : 0.516   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.983   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.823   (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                  =        638.7 in2           1230.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           572063 in4#
Ht. of c.g.           =        24.37 in             40.70 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1402.3 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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     2.59     6.10    12.70    19.30    25.90    32.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    641.3    654.3    654.3    654.3    654.3    654.3    654.3    654.3
  Yb      ,  in    24.34    24.18    24.18    24.13    24.03    23.93    23.88    23.88
  MI(Ixx) , in4   215074   215902   215917   216534   218117   220248   221519   221519
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1233.1   1245.3   1245.3   1245.3   1245.3   1245.3   1245.3   1245.3
  Yb      ,  in    40.65    40.41    40.41    40.39    40.34    40.29    40.26    40.26
  MI(Ixx) , in4   573304   580522   580565   582221   585739   589779   591995   591995

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        3586.62 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:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 23.10 ft from member end )
END PATTERN (Ycg = 18.50 in):
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @ 46.500 in
     2 @ 50.500 in
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
     2 @  2.000 in     2 @  6.000 in
(B) Straight:
     4 @  2.000 in     2 @  4.000 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     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.969 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.961 ft
Holddown Force        =  26.969 kips     Beam Shrtng (PL/AE)   =      0.152 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)       
-------------------------------------------------------------------------------------
       794.366         740 587.831     10.842 43910.723   616.738     177.374        
 
 
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#3[M10]       60.00        0.22       4.50       0.1250      0.8750     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.1250    Yes
      2      US#5[M16]       60.00        0.62       9.00       0.5000      2.7500     No
      2      US#5[M16]       60.00        0.62       9.75       2.7500      3.5630     No
      2      US#5[M16]       60.00        0.62      11.25       3.5630      4.5098     No
      2      US#4[M13]       60.00        0.40      10.50       3.1250      4.0000    Yes
      2      US#4[M13]       60.00        0.40      12.00       4.0000      6.0000    Yes
      2      US#5[M16]       60.00        0.62      12.00       4.5098      5.5098     No
      2      US#5[M16]       60.00        0.62      15.00       5.5098      6.7598     No
      2      US#5[M16]       60.00        0.62      18.00       6.7598     18.7500     No
      2      US#4[M13]       60.00        0.40      18.00       6.0000     60.0000    Yes
      2      US#5[M16]       60.00        0.62      18.00      47.2500     59.2402     No
      2      US#5[M16]       60.00        0.62      15.00      59.2402     60.4902     No
      2      US#5[M16]       60.00        0.62      12.00      60.4902     61.4902     No
      2      US#4[M13]       60.00        0.40      12.00      60.0000     62.0000    Yes
      2      US#4[M13]       60.00        0.40      10.50      62.0000     62.8750    Yes
      2      US#5[M16]       60.00        0.62      11.25      61.4902     62.4370     No
      2      US#5[M16]       60.00        0.62       9.75      62.4370     63.2500     No
      2      US#5[M16]       60.00        0.62       9.00      63.2500     65.5000     No
      2      US#4[M13]       60.00        0.40       9.00      62.8750     65.8750    Yes
      2      US#5[M16]       60.00        0.62       4.50      65.5000     65.8750     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 62.0000 66.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 23.0000       3.00 
      2 US#5[M16]           2.00 0.620 43.0000 66.0000       3.00 
      2 US#6[M19]           2.00 0.880 20.5000 45.5000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg =  3.67 in
         P_init    =      510.4 kips  Ecc = 20.70 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.82 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.259 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.18 ksi    0.00 ksi
    due to Composite Loads                                 -1.11 ksi    0.00 ksi
    due to Live Loads                                      -4.24 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                         7.27 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.82 ksi  ( 4.50 %)            12.05 ksi ( 6.14 %)
Total Prestress Losses                                    20.86 ksi (10.64 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 175.2 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    2.59    6.10   12.70   19.30   25.90   32.50
Self wt.  : M       0.0    52.0    53.8   119.5   221.0   293.4   336.9   351.4
(Max)       V      21.6    20.0    19.9    17.6    13.2     8.8     4.4     0.0
DL-Prec.  : M       0.0     6.3     6.5    14.4    26.7    35.4    40.7    42.4
DC(Max)     V       2.6     2.4     2.4     2.1     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    57.6    59.6   132.4   244.8   325.0   373.2   389.2
Haunch (Max)V      24.0    22.1    22.0    19.5    14.6     9.7     4.9     0.0
Diaphragm : M       0.0     0.4     0.4     0.9     1.8     2.8     3.7     4.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.1    24.0    53.2    98.3   130.5   149.9   156.3
DC(Max)     V       9.6     8.9     8.9     7.8     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    10.3    10.7    23.7    43.8    58.2    66.8    69.7
DW(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   172.4   178.6   393.2   713.8   925.4  1049.4  1074.5
            V     101.1    95.7    95.5    87.8    74.3    60.7    43.4    29.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   101.1    95.7    95.5    87.8    74.9    62.4    50.3    38.7
            M      -0.0   175.7   181.9   393.2   683.1   865.0   936.3   902.6
Total     : M+      0.0   322.0   333.6   737.3  1350.1  1770.8  2020.6  2088.2
            V     163.3   153.1   152.7   138.4   112.2    86.1    56.2    30.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   163.3   153.1   152.7   138.4   112.9    87.8    63.1    38.8
            M      -0.0   325.3   336.9   737.3  1319.4  1710.4  1907.4  1916.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.10   45.70   52.30   58.90   62.41   62.50   65.00
Self wt.  : M     336.9   293.4   221.0   119.5    53.8    52.0     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.9    20.0    21.6
DL-Prec.  : M      40.7    35.4    26.7    14.4     6.5     6.3     0.0
DC(Max)     V       0.5     1.1     1.6     2.1     2.4     2.4     2.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     373.2   325.0   244.8   132.4    59.6    57.6     0.0
Haunch (Max)V       4.9     9.7    14.6    19.5    22.0    22.1    24.0
Diaphragm : M       3.7     2.8     1.8     0.9     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     149.9   130.5    98.3    53.2    24.0    23.1     0.0
DC(Max)     V       2.0     3.9     5.9     7.8     8.9     8.9     9.6
DL-Comp   : M      66.8    58.2    43.8    23.7    10.7    10.3     0.0
DW(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
LL + I    : M+   1049.4   925.4   713.8   393.2   178.6   172.4     0.0
            V      43.4    60.7    74.3    87.8    95.5    95.7   101.1
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    50.3    62.4    74.9    87.8    95.5    95.7   101.1
            M     936.3   865.0   683.1   393.2   181.9   175.7    -0.0
Total     : M+   2020.6  1770.8  1350.1   737.3   333.6   322.0     0.0
            V      56.2    86.1   112.2   138.4   152.7   153.1   163.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    63.1    87.8   112.9   138.4   152.7   153.1   163.3
            M    1907.4  1710.4  1319.4   737.3   336.9   325.3    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.6             21.6
Deck+Haunch            24.0             24.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.6              2.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           48.1             48.1
DL-Comp.(DW)           21.4             21.4
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    6.10   12.70   19.30   25.90   32.50
Self wt.  : M       0.0    52.0    53.8   119.5   221.0   293.4   336.9   351.4
(Max)       V      21.6    20.0    19.9    17.6    13.2     8.8     4.4     0.0
DL-Prec.  : M       0.0     6.3     6.5    14.4    26.7    35.4    40.7    42.4
DC(Max)     V       2.6     2.4     2.4     2.1     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    57.6    59.6   132.4   244.8   325.0   373.2   389.2
Haunch (Max)V      24.0    22.1    22.0    19.5    14.6     9.7     4.9     0.0
Diaphragm : M       0.0     0.4     0.4     0.9     1.8     2.8     3.7     4.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.1    24.0    53.2    98.3   130.5   149.9   156.3
DC(Max)     V       9.6     8.9     8.9     7.8     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    10.3    10.7    23.7    43.8    58.2    66.8    69.7
DW(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   137.9   142.8   314.5   571.0   740.3   839.6   859.6
            V      80.9    76.5    76.4    70.3    59.4    48.6    34.7    23.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    80.9    76.5    76.4    70.3    59.9    49.9    40.3    30.9
            M      -0.0   140.6   145.5   314.5   546.5   692.0   749.0   722.1
Total     : M+      0.0   287.5   297.8   658.6  1207.4  1585.7  1810.7  1873.3
            V     143.1   134.0   133.7   120.9    97.4    73.9    47.5    24.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   143.1   134.0   133.7   120.9    97.9    75.3    53.0    31.1
            M      -0.0   290.2   300.5   658.6  1182.8  1537.4  1720.1  1735.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.10   45.70   52.30   58.90   62.41   62.50   65.00
Self wt.  : M     336.9   293.4   221.0   119.5    53.8    52.0     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.9    20.0    21.6
DL-Prec.  : M      40.7    35.4    26.7    14.4     6.5     6.3     0.0
DC(Max)     V       0.5     1.1     1.6     2.1     2.4     2.4     2.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     373.2   325.0   244.8   132.4    59.6    57.6     0.0
Haunch (Max)V       4.9     9.7    14.6    19.5    22.0    22.1    24.0
Diaphragm : M       3.7     2.8     1.8     0.9     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     149.9   130.5    98.3    53.2    24.0    23.1     0.0
DC(Max)     V       2.0     3.9     5.9     7.8     8.9     8.9     9.6
DL-Comp   : M      66.8    58.2    43.8    23.7    10.7    10.3     0.0
DW(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
LL + I    : M+    839.6   740.3   571.0   314.5   142.8   137.9     0.0
            V      34.7    48.6    59.4    70.3    76.4    76.5    80.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.3    49.9    59.9    70.3    76.4    76.5    80.9
            M     749.0   692.0   546.5   314.5   145.5   140.6    -0.0
Total     : M+   1810.7  1585.7  1207.4   658.6   297.8   287.5     0.0
            V      47.5    73.9    97.4   120.9   133.7   134.0   143.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    53.0    75.3    97.9   120.9   133.7   134.0   143.1
            M    1720.1  1537.4  1182.8   658.6   300.5   290.2    -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    2.59    6.10   12.70   19.30   25.90   32.50
Self wt.  : M       0.0    65.0    67.3   149.4   276.2   366.8   421.1   439.2
(Max)       V      27.0    24.9    24.9    22.0    16.5    11.0     5.5     0.0
Self wt.  : M       0.0    46.8    48.5   107.6   198.9   264.1   303.2   316.2
(Min)       V      19.5    18.0    17.9    15.8    11.9     7.9     4.0     0.0
DL-Prec.  : M       0.0     7.8     8.1    18.0    33.3    44.3    50.8    53.0
DC(Max)     V       3.3     3.0     3.0     2.7     2.0     1.3     0.7     0.0
DL-Prec.  : M       0.0     5.6     5.8    13.0    24.0    31.9    36.6    38.2
DC(Min)     V       2.3     2.2     2.2     1.9     1.4     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.0    74.6   165.5   305.9   406.3   466.5   486.5
Haunch (Max)V      29.9    27.6    27.6    24.3    18.2    12.2     6.1     0.0
Deck +    : M       0.0    51.8    53.7   119.2   220.3   292.5   335.8   350.3
Haunch (Min)V      21.6    19.9    19.8    17.5    13.1     8.8     4.4     0.0
Diaphragm : M       0.0     0.4     0.5     1.1     2.3     3.4     4.6     5.8
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.8     1.6     2.5     3.3     4.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.9    29.9    66.5   122.9   163.2   187.3   195.4
DC(Max)     V      12.0    11.1    11.1     9.8     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    20.8    21.6    47.9    88.5   117.5   134.9   140.7
DC(Min)     V       8.7     8.0     8.0     7.0     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    15.5    16.0    35.6    65.8    87.3   100.3   104.6
DW(Max)     V       6.4     5.9     5.9     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0     6.7     6.9    15.4    28.5    37.8    43.4    45.3
DW(Min)     V       2.8     2.6     2.6     2.3     1.7     1.1     0.6     0.0
LL + I    : M+      0.0   301.7   312.5   688.1  1249.1  1619.5  1836.5  1880.4
            V     176.9   167.4   167.1   153.7   130.0   106.2    76.0    52.3
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   176.9   167.4   167.1   153.7   131.1   109.2    88.1    67.7
            M      -0.0   307.5   318.3   688.1  1195.4  1513.8  1638.5  1579.5
Total     : M+      0.0   491.3   508.9  1124.1  2055.5  2690.7  3067.1  3164.9
            V     255.8   240.2   239.6   217.8   178.1   138.4    92.2    52.4
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   255.8   240.2   239.6   217.8   179.2   141.4   104.3    67.9
            M      -0.0   497.1   514.7  1124.1  2001.8  2585.0  2869.1  2864.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.10   45.70   52.30   58.90   62.41   62.50   65.00
Self wt.  : M     421.1   366.8   276.2   149.4    67.3    65.0     0.0
(Max)       V       5.5    11.0    16.5    22.0    24.9    24.9    27.0
Self wt.  : M     303.2   264.1   198.9   107.6    48.5    46.8     0.0
(Min)       V       4.0     7.9    11.9    15.8    17.9    18.0    19.5
DL-Prec.  : M      50.8    44.3    33.3    18.0     8.1     7.8     0.0
DC(Max)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
DL-Prec.  : M      36.6    31.9    24.0    13.0     5.8     5.6     0.0
DC(Min)     V       0.5     1.0     1.4     1.9     2.2     2.2     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     466.5   406.3   305.9   165.5    74.6    72.0     0.0
Haunch (Max)V       6.1    12.2    18.2    24.3    27.6    27.6    29.9
Deck +    : M     335.8   292.5   220.3   119.2    53.7    51.8     0.0
Haunch (Min)V       4.4     8.8    13.1    17.5    19.8    19.9    21.6
Diaphragm : M       4.6     3.4     2.3     1.1     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.3     2.5     1.6     0.8     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     187.3   163.2   122.9    66.5    29.9    28.9     0.0
DC(Max)     V       2.4     4.9     7.3     9.8    11.1    11.1    12.0
DL-Comp   : M     134.9   117.5    88.5    47.9    21.6    20.8     0.0
DC(Min)     V       1.8     3.5     5.3     7.0     8.0     8.0     8.7
DL-Comp   : M     100.3    87.3    65.8    35.6    16.0    15.5     0.0
DW(Max)     V       1.3     2.6     3.9     5.2     5.9     5.9     6.4
DL-Comp   : M      43.4    37.8    28.5    15.4     6.9     6.7     0.0
DW(Min)     V       0.6     1.1     1.7     2.3     2.6     2.6     2.8
LL + I    : M+   1836.5  1619.5  1249.1   688.1   312.5   301.7     0.0
            V      76.0   106.2   130.0   153.7   167.1   167.4   176.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    88.1   109.2   131.1   153.7   167.1   167.4   176.9
            M    1638.5  1513.8  1195.4   688.1   318.3   307.5    -0.0
Total     : M+   3067.1  2690.7  2055.5  1124.1   508.9   491.3     0.0
            V      92.2   138.4   178.1   217.8   239.6   240.2   255.8
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   104.3   141.4   179.2   217.8   239.6   240.2   255.8
            M    2869.1  2585.0  2001.8  1124.1   514.7   497.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               27.0             27.0
Deck+Haunch            29.9             29.9
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.3              3.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           60.1             60.1
DL-Comp.(DW)           32.2             32.2
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    6.10   12.70   19.30   25.90   32.50
Self wt.  : M       0.0    52.0    53.8   119.5   221.0   293.4   336.9   351.4
(Max)       V      21.6    20.0    19.9    17.6    13.2     8.8     4.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.3     6.5    14.4    26.7    35.4    40.7    42.4
DC(Max)     V       2.6     2.4     2.4     2.1     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    57.6    59.6   132.4   244.8   325.0   373.2   389.2
Haunch (Max)V      24.0    22.1    22.0    19.5    14.6     9.7     4.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.4     0.9     1.8     2.8     3.7     4.6
(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    23.1    24.0    53.2    98.3   130.5   149.9   156.3
DC(Max)     V       9.6     8.9     8.9     7.8     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.3    10.7    23.7    43.8    58.2    66.8    69.7
DW(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     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   125.9   130.4   282.4   493.0   633.5   695.0   657.8
            V      85.8    81.0    80.8    73.9    62.0    48.6    36.7    28.2
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    85.8    81.0    80.8    73.9    62.0    50.1    39.1    30.3
            M       0.0   125.9   130.4   282.4   493.0   605.1   635.1   616.3
Total     : M+      0.0   275.5   285.4   626.5  1129.4  1478.8  1666.1  1671.5
            V     148.1   138.4   138.1   124.5   100.0    74.0    49.5    28.4
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   148.1   138.4   138.1   124.5   100.0    75.4    51.9    30.4
            M       0.0   275.5   285.4   626.5  1129.4  1450.4  1606.2  1630.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.10   45.70   52.30   58.90   62.41   62.50   65.00
Self wt.  : M     336.9   293.4   221.0   119.5    53.8    52.0     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.9    20.0    21.6
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      40.7    35.4    26.7    14.4     6.5     6.3     0.0
DC(Max)     V       0.5     1.1     1.6     2.1     2.4     2.4     2.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     373.2   325.0   244.8   132.4    59.6    57.6     0.0
Haunch (Max)V       4.9     9.7    14.6    19.5    22.0    22.1    24.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.7     2.8     1.8     0.9     0.4     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     149.9   130.5    98.3    53.2    24.0    23.1     0.0
DC(Max)     V       2.0     3.9     5.9     7.8     8.9     8.9     9.6
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      66.8    58.2    43.8    23.7    10.7    10.3     0.0
DW(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
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+    695.0   633.5   493.0   282.4   130.4   125.9     0.0
            V      36.7    48.6    62.0    73.9    80.8    81.0    85.8
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    39.1    50.1    62.0    73.9    80.8    81.0    85.8
            M     635.1   605.1   493.0   282.4   130.4   125.9     0.0
Total     : M+   1666.1  1478.8  1129.4   626.5   285.4   275.5     0.0
            V      49.5    74.0   100.0   124.5   138.1   138.4   148.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    51.9    75.4   100.0   124.5   138.1   138.4   148.1
            M    1606.2  1450.4  1129.4   626.5   285.4   275.5     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.60   13.20   19.80   26.40   33.00   23.10
 
Beam-Self
Precast-top    0.104   0.216   0.382   0.499   0.568   0.591   0.539 
Bottom        -0.085  -0.174  -0.306  -0.397  -0.450  -0.469  -0.428 
 
Prestress
Precast-top    0.244   0.085  -0.202  -0.484  -0.623  -0.623  -0.623 
Bottom         1.215   1.341   1.567   1.786   1.892   1.892   1.892 
 
Total
Precast-top    0.348   0.301   0.180   0.014  -0.055  -0.032  -0.084 
Bottom         1.131   1.167   1.261   1.389   1.442   1.423   1.464 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             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    2.59    6.10   12.70   19.30   25.90   32.50
 
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   0.013   0.013   0.029   0.053   0.071   0.081   0.084 
Precast-top    0.054   0.420   0.424   0.540   0.674   0.695   0.734   0.791 
Bottom         0.172   0.904   0.900   0.779   0.632   0.588   0.541   0.490 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.60   13.20   19.80   26.40   33.00   23.10
 
Beam-Self
Precast-top    0.104   0.216   0.382   0.499   0.568   0.591   0.539 
Bottom        -0.085  -0.174  -0.306  -0.397  -0.450  -0.469  -0.428 
 
Prestress
Precast-top    0.244   0.085  -0.202  -0.484  -0.623  -0.623  -0.623 
Bottom         1.215   1.341   1.567   1.786   1.892   1.892   1.892 
 
Total
Precast-top    0.348   0.301   0.180   0.014  -0.055  -0.032  -0.084 
Bottom         1.131   1.167   1.261   1.389   1.442   1.423   1.464 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             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    2.59    6.10   12.70   19.30   25.90   32.50
 
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    2.59    6.10   12.70   19.30   25.90   32.50
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   0.054   0.056   0.121   0.212   0.272   0.300   0.287 
Precast-top    0.027   0.245   0.248   0.349   0.475   0.524   0.561   0.579 
Bottom         0.086   0.347   0.341   0.155  -0.091  -0.225  -0.297  -0.292 
 

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
    255.8    7.0   58.7    0.190   4.0   6.00e-3 50.0    254.9     1.036    1.947      1.08
      0.0    0.3   58.6     31.5 0.137      25.3 0.87    12.00     0.099    1.788 
Transfer:   3.00
    240.2    7.0   58.7    1.143  24.1   6.00e-3 50.0    217.7     0.895    1.296      0.00
    497.1    1.5   58.0    189.0 0.120      25.0 0.87    24.00     0.099    1.366 
Critical:   5.33
    225.7    7.0   58.7    1.297  24.1   4.27e-3 44.0    194.0     0.646    1.020      0.00
    903.9    1.7   57.9    189.0 0.112      32.7 1.14    24.00     0.099    1.448 
0.1L    :   6.60
    217.8    7.0   58.7    1.381  24.1   4.22e-3 43.8    184.9     0.612    0.763      0.00
   1124.1    1.8   57.8    189.0 0.108      33.0 1.15    24.00     0.099    1.188 
0.2L    :  13.20
    179.2    7.0   52.2    2.604  24.1   1.79e-3 35.3    123.2     0.341    0.680      0.00
   2001.8    2.3   51.1    189.0 0.098      51.8 2.05    24.00     0.099    1.615 
0.3L    :  19.80
    141.4    7.0   56.5    2.604  24.1   2.50e-3 37.8     87.3     0.244    0.267      0.00
   2585.0    2.3   55.3    189.0 0.069      45.7 1.67    24.00     0.099    1.051 
0.4L    :  26.40
    104.3    7.0   58.6    2.604   0.0   2.85e-3 39.0     72.3     0.204    0.267      0.00
   2869.1    2.3   57.4    189.0 0.058      43.5 1.53    24.00     0.099    1.193 
0.5L    :  33.00
     67.9    7.0   58.6    2.604   0.0   2.34e-3 37.2     25.9     0.099    0.267      0.00
   2864.0    2.3   57.4    189.0 0.037      49.5 1.74    24.00     0.099    1.994 
0.6L    :  39.60
    104.3    7.0   58.6    2.604   0.0   2.85e-3 39.0     72.3     0.204    0.267      0.00
   2869.1    2.3   57.4    189.0 0.058      43.5 1.53    24.00     0.099    1.193 
0.7L    :  46.20
    141.4    7.0   56.5    2.604  24.1   2.50e-3 37.8     87.3     0.244    0.267      0.00
   2585.0    2.3   55.3    189.0 0.069      45.7 1.67    24.00     0.099    1.051 
0.8L    :  52.80
    179.2    7.0   52.2    2.604  24.1   1.79e-3 35.3    123.2     0.341    0.680      0.00
   2001.8    2.3   51.1    189.0 0.098      51.8 2.05    24.00     0.099    1.615 
0.9L    :  59.40
    217.8    7.0   58.7    1.381  24.1   4.22e-3 43.8    184.9     0.612    0.763      0.00
   1124.1    1.8   57.8    189.0 0.108      33.0 1.15    24.00     0.099    1.188 
Critical:  60.67
    225.7    7.0   58.7    1.297  24.1   4.27e-3 44.0    194.0     0.646    1.020      0.00
    903.9    1.7   57.9    189.0 0.112      32.7 1.14    24.00     0.099    1.448 
Transfer:  63.00
    240.2    7.0   58.7    1.143  24.1   6.00e-3 50.0    217.7     0.895    1.296      0.00
    497.1    1.5   58.0    189.0 0.120      25.0 0.87    24.00     0.099    1.366 
Bearing :  65.50
    255.8    7.0   58.7    0.190   4.0   6.00e-3 50.0    254.9     1.036    1.360      1.08
      0.0    0.3   58.6     31.5 0.137      25.3 0.87    12.00     0.099    1.280 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.02
 
 
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 = 16.00(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
    255.8      4.85     58.75    0.25       58.62    24.00      0.160      1.216      0.074      0.533 
Transfer:      2.50
    240.2      4.60     58.75    1.50       58.00    24.00      0.160      1.134      0.024      0.533 
Critical:      4.83
    225.8      4.33     58.75    1.70       57.90    24.00      0.160      1.044      0.000      0.400 
0.1L    :      6.10
    217.8      4.18     58.75    1.80       57.85    24.00      0.160      0.995      0.000      0.267 
0.2L    :     12.70
    179.2      3.90     52.23    2.26       51.09    24.00      0.160      0.899      0.000      0.267 
0.3L    :     19.30
    141.4      2.84     56.46    2.27       55.33    24.00      0.160      0.546      0.000      0.267 
0.4L    :     25.90
    104.3      2.02     58.58    2.27       57.45    24.00      0.160      0.272      0.000      0.267 
0.5L    :     32.50
     67.9      1.31     58.58    2.27       57.45    24.00      0.160      0.038      0.000      0.267 
0.6L    :     39.10
    104.3      2.02     58.58    2.27       57.45    24.00      0.160      0.272      0.000      0.267 
0.7L    :     45.70
    141.4      2.84     56.46    2.27       55.33    24.00      0.160      0.546      0.000      0.267 
0.8L    :     52.30
    179.2      3.90     52.23    2.26       51.09    24.00      0.160      0.899      0.000      0.267 
0.9L    :     58.90
    217.8      4.18     58.75    1.80       57.85    24.00      0.160      0.995      0.000      0.267 
Critical:     60.17
    225.8      4.33     58.75    1.70       57.90    24.00      0.160      1.044      0.000      0.400 
Transfer:     62.50
    240.2      4.60     58.75    1.50       58.00    24.00      0.160      1.134      0.024      0.533 
Bearing :     65.00
    255.8      4.85     58.75    0.25       58.62    24.00      0.160      1.216      0.074      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.10 ft
Prestress      :       0.261  1.80      0.470  2.20      0.574
Self Wt.       :      -0.101  1.85     -0.187  2.40     -0.243
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.160            0.283            0.331
 
At 0.2 x L = 12.70 ft
Prestress      :       0.482  1.80      0.868  2.20      1.061
Self Wt.       :      -0.190  1.85     -0.352  2.40     -0.456
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.292            0.516            0.604
 
At 0.3 x L = 19.30 ft
Prestress      :       0.647  1.80      1.165  2.20      1.423
Self Wt.       :      -0.258  1.85     -0.477  2.40     -0.619
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.389            0.688            0.805
 
At 0.4 x L = 25.90 ft
Prestress      :       0.749  1.80      1.348  2.20      1.647
Self Wt.       :      -0.300  1.85     -0.555  2.40     -0.721
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.449            0.792            0.927
 
At 0.5 x L = 32.50 ft
Prestress      :       0.785  1.80      1.413  2.20      1.726
Self Wt.       :      -0.315  1.85     -0.583  2.40     -0.757
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.469            0.829            0.970
 
At 0.6 x L = 39.10 ft
Prestress      :       0.749  1.80      1.348  2.20      1.647
Self Wt.       :      -0.300  1.85     -0.555  2.40     -0.721
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.449            0.792            0.927
 
At 0.7 x L = 45.70 ft
Prestress      :       0.647  1.80      1.165  2.20      1.423
Self Wt.       :      -0.258  1.85     -0.477  2.40     -0.619
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.389            0.688            0.805
 
At 0.8 x L = 52.30 ft
Prestress      :       0.482  1.80      0.868  2.20      1.061
Self Wt.       :      -0.190  1.85     -0.352  2.40     -0.456
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.292            0.516            0.604
 
At 0.9 x L = 58.90 ft
Prestress      :       0.261  1.80      0.470  2.20      0.574
Self Wt.       :      -0.101  1.85     -0.187  2.40     -0.243
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.160            0.283            0.331
 

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
   491.3    45.7  1.714  267.1    1.8   1.50   1713.9  0.100T 1.00       -       -     -     -  
H/2     :   2.59
   508.9    45.7  1.723  267.1    1.8   1.50   1725.3  0.099T 1.00       -       -     -     -  
0.1L    :   6.10
  1124.1    48.0  2.071  266.7    2.1   1.80   2167.1  0.082T 1.00       -       -     -     -  
0.2L    :  12.70
  2055.5    52.2  2.604  266.1    2.7   2.26   2950.8  0.065T 1.00    742.7   742.7    3.97    -  
0.3L    :  19.30
  2690.7    56.5  2.604  266.4    2.7   2.27   3198.9  0.065T 1.00    659.9   659.9    4.85    -  
0.4L    :  25.90
  3067.1    58.6  2.604  266.6    2.7   2.27   3323.0  0.065T 1.00    611.0   611.0    5.44    -  
0.5L    :  32.50
  3164.9    58.6  2.604  266.6    2.7   2.27   3323.0  0.065T 1.00    591.5   591.5    5.62    -  
0.6L    :  39.10
  3067.1    58.6  2.604  266.6    2.7   2.27   3323.0  0.065T 1.00    611.0   611.0    5.44    -  
0.7L    :  45.70
  2690.7    56.5  2.604  266.4    2.7   2.27   3198.9  0.065T 1.00    659.9   659.9    4.85    -  
0.8L    :  52.30
  2055.5    52.2  2.604  266.1    2.7   2.26   2950.8  0.065T 1.00    742.7   742.7    3.97    -  
0.9L    :  58.90
  1124.1    48.0  2.071  266.7    2.1   1.80   2167.1  0.082T 1.00       -       -     -     -  
H/2     :  62.41
   508.9    45.7  1.723  267.1    1.8   1.50   1725.3  0.099T 1.00       -       -     -     -  
Transfer:  62.50
   491.3    45.7  1.714  267.1    1.8   1.50   1713.9  0.100T 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    -0.026
        M   2.00 Fb     0.257
 
  2   2 E  50.50 Ft     0.345
        M   6.00 Fb     0.191
 
  3   2 E  46.50 Ft     0.669
        M   2.00 Fb     0.164
 
  4   2 E   6.00 Ft     0.586
        M   6.00 Fb     0.467
 
  5   2 E   4.00 Ft     0.479
        M   4.00 Fb     0.789
 
  6   2 E   2.00 Ft     0.348
        M   2.00 Fb     1.131
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 66.00            Release Length, ft: 66.00
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   4           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.50 %               Final losses: 10.64 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.464     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.055   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)                  3323.02     3164.91     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   0.084     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.791     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   0.904    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   0.579     Midspan
    Pre.Bot:                                                             2.000   0.347    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.785  1.80      1.413  2.20      1.726
Self Wt.       :      -0.315  1.85     -0.583  2.40     -0.757
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.469            0.829            0.970
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-D                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   7.50/  3.08 ft
     thick: Top =  6.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  7.000 in                     Interior/Exterior  =   Exterior
            Bot =  7.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  7.000 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     =  20.000 in
Effective width  =  82.008 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       0.056      0.00       0.056   65.00
     DC  Line       0.010      0.00       0.010   65.00
     DC  Line       0.064      0.00       0.064   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    30.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.000 ft
Release length = 66.000 ft
Design  length = 65.000 ft
 
Kern points:
------------
Upper    =   38.18 in
Lower    =   13.01 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.659   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.740   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.798   (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                  =        638.7 in2           1178.8 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           554900 in4#
Ht. of c.g.           =        24.37 in             39.92 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1337.8 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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     2.59     6.10    12.70    19.30    25.90    32.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    641.3    654.3    654.3    654.3    654.3    654.3    654.3    654.3
  Yb      ,  in    24.34    24.18    24.18    24.13    24.03    23.93    23.88    23.88
  MI(Ixx) , in4   215074   215902   215917   216534   218117   220248   221519   221519
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1181.3   1193.5   1193.5   1193.5   1193.5   1193.5   1193.5   1193.5
  Yb      ,  in    39.88    39.63    39.63    39.61    39.55    39.50    39.47    39.47
  MI(Ixx) , in4   556056   562819   562860   564465   567885   571827   573994   573994

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        3586.62 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:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 23.10 ft from member end )
END PATTERN (Ycg = 18.50 in):
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @ 46.500 in
     2 @ 50.500 in
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
     2 @  2.000 in     2 @  6.000 in
(B) Straight:
     4 @  2.000 in     2 @  4.000 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     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.943 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.929 ft
Holddown Force        =  26.969 kips     Beam Shrtng (PL/AE)   =      0.152 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)       
-------------------------------------------------------------------------------------
       794.366         740 587.831     10.842 43910.723   616.738     177.374        
 
 
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#3[M10]       60.00        0.22       4.50       0.1250      0.8750     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.1250    Yes
      2      US#5[M16]       60.00        0.62       9.00       0.5000      2.7500     No
      2      US#5[M16]       60.00        0.62       9.75       2.7500      3.5630     No
      2      US#5[M16]       60.00        0.62      11.25       3.5630      4.5098     No
      2      US#4[M13]       60.00        0.40      10.50       3.1250      4.0000    Yes
      2      US#4[M13]       60.00        0.40      12.00       4.0000      6.0000    Yes
      2      US#5[M16]       60.00        0.62      12.00       4.5098      5.5098     No
      2      US#5[M16]       60.00        0.62      15.00       5.5098      6.7598     No
      2      US#5[M16]       60.00        0.62      18.00       6.7598     18.7500     No
      2      US#4[M13]       60.00        0.40      18.00       6.0000     60.0000    Yes
      2      US#5[M16]       60.00        0.62      18.00      47.2500     59.2402     No
      2      US#5[M16]       60.00        0.62      15.00      59.2402     60.4902     No
      2      US#5[M16]       60.00        0.62      12.00      60.4902     61.4902     No
      2      US#4[M13]       60.00        0.40      12.00      60.0000     62.0000    Yes
      2      US#4[M13]       60.00        0.40      10.50      62.0000     62.8750    Yes
      2      US#5[M16]       60.00        0.62      11.25      61.4902     62.4370     No
      2      US#5[M16]       60.00        0.62       9.75      62.4370     63.2500     No
      2      US#5[M16]       60.00        0.62       9.00      63.2500     65.5000     No
      2      US#4[M13]       60.00        0.40       9.00      62.8750     65.8750    Yes
      2      US#5[M16]       60.00        0.62       4.50      65.5000     65.8750     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 62.0000 66.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 23.0000       3.00 
      2 US#5[M16]           2.00 0.620 43.0000 66.0000       3.00 
      2 US#6[M19]           2.00 0.880 20.5000 45.5000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg =  3.67 in
         P_init    =      510.4 kips  Ecc = 20.70 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.82 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.259 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.10 ksi    0.00 ksi
    due to Composite Loads                                 -1.12 ksi    0.00 ksi
    due to Live Loads                                      -3.99 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                         7.27 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.82 ksi  ( 4.50 %)            12.36 ksi ( 6.30 %)
Total Prestress Losses                                    21.18 ksi (10.80 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.8 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    2.59    6.10   12.70   19.30   25.90   32.50
Self wt.  : M       0.0    52.0    53.8   119.5   221.0   293.4   336.9   351.4
(Max)       V      21.6    20.0    19.9    17.6    13.2     8.8     4.4     0.0
DL-Prec.  : M       0.0    10.2    10.5    23.4    43.2    57.4    65.9    68.7
DC(Max)     V       4.2     3.9     3.9     3.4     2.6     1.7     0.9     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    52.5    54.4   120.8   223.3   296.6   340.5   355.1
Haunch (Max)V      21.9    20.2    20.1    17.8    13.3     8.9     4.4     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.0     1.5     2.0     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.1    24.0    53.2    98.3   130.5   149.9   156.3
DC(Max)     V       9.6     8.9     8.9     7.8     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    10.3    10.7    23.7    43.8    58.2    66.8    69.7
DW(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   160.9   166.7   367.0   666.2   863.8   979.6  1002.9
            V      82.0    77.6    77.4    71.2    60.2    49.2    35.2    24.2
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    82.0    77.6    77.4    71.2    60.7    50.6    40.8    31.4
            M      -0.0   164.0   169.8   367.0   637.6   807.4   873.9   842.5
Total     : M+      0.0   309.2   320.3   708.0  1296.8  1701.4  1941.5  2006.3
            V     143.7   134.5   134.2   121.4    97.8    74.3    47.8    24.3
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   143.7   134.5   134.2   121.4    98.4    75.7    53.4    31.4
            M      -0.0   312.3   323.4   708.0  1268.2  1645.0  1835.8  1845.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.10   45.70   52.30   58.90   62.41   62.50   65.00
Self wt.  : M     336.9   293.4   221.0   119.5    53.8    52.0     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.9    20.0    21.6
DL-Prec.  : M      65.9    57.4    43.2    23.4    10.5    10.2     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     3.9     3.9     4.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     340.5   296.6   223.3   120.8    54.4    52.5     0.0
Haunch (Max)V       4.4     8.9    13.3    17.8    20.1    20.2    21.9
Diaphragm : M       1.7     1.3     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
DL-Comp   : M     149.9   130.5    98.3    53.2    24.0    23.1     0.0
DC(Max)     V       2.0     3.9     5.9     7.8     8.9     8.9     9.6
DL-Comp   : M      66.8    58.2    43.8    23.7    10.7    10.3     0.0
DW(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
LL + I    : M+    979.6   863.8   666.2   367.0   166.7   160.9     0.0
            V      35.2    49.2    60.2    71.2    77.4    77.6    82.0
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    40.8    50.6    60.7    71.2    77.4    77.6    82.0
            M     873.9   807.4   637.6   367.0   169.8   164.0    -0.0
Total     : M+   1941.2  1701.1  1296.7   708.0   320.3   309.2     0.0
            V      47.8    74.3    97.8   121.4   134.2   134.5   143.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    53.4    75.7    98.3   121.4   134.2   134.5   143.7
            M    1835.6  1644.8  1268.0   708.0   323.4   312.3    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.6             21.6
Deck+Haunch            21.9             21.9
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.2              4.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           48.1             48.1
DL-Comp.(DW)           21.4             21.4
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    6.10   12.70   19.30   25.90   32.50
Self wt.  : M       0.0    52.0    53.8   119.5   221.0   293.4   336.9   351.4
(Max)       V      21.6    20.0    19.9    17.6    13.2     8.8     4.4     0.0
DL-Prec.  : M       0.0    10.2    10.5    23.4    43.2    57.4    65.9    68.7
DC(Max)     V       4.2     3.9     3.9     3.4     2.6     1.7     0.9     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    52.5    54.4   120.8   223.3   296.6   340.5   355.1
Haunch (Max)V      21.9    20.2    20.1    17.8    13.3     8.9     4.4     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.0     1.5     2.0     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.1    24.0    53.2    98.3   130.5   149.9   156.3
DC(Max)     V       9.6     8.9     8.9     7.8     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    10.3    10.7    23.7    43.8    58.2    66.8    69.7
DW(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   128.7   133.3   293.6   533.0   691.0   783.6   802.4
            V      65.6    62.1    61.9    57.0    48.2    39.4    28.2    19.4
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    65.6    62.1    61.9    57.0    48.6    40.5    32.7    25.1
            M      -0.0   131.2   135.8   293.6   510.1   645.9   699.1   674.0
Total     : M+      0.0   277.0   287.0   634.6  1163.6  1528.6  1745.6  1805.7
            V     127.3   119.0   118.7   107.1    85.8    64.5    40.8    19.4
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   127.3   119.0   118.7   107.1    86.2    65.6    45.3    25.2
            M      -0.0   279.5   289.5   634.6  1140.7  1483.5  1661.1  1677.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.10   45.70   52.30   58.90   62.41   62.50   65.00
Self wt.  : M     336.9   293.4   221.0   119.5    53.8    52.0     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.9    20.0    21.6
DL-Prec.  : M      65.9    57.4    43.2    23.4    10.5    10.2     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     3.9     3.9     4.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     340.5   296.6   223.3   120.8    54.4    52.5     0.0
Haunch (Max)V       4.4     8.9    13.3    17.8    20.1    20.2    21.9
Diaphragm : M       1.7     1.3     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
DL-Comp   : M     149.9   130.5    98.3    53.2    24.0    23.1     0.0
DC(Max)     V       2.0     3.9     5.9     7.8     8.9     8.9     9.6
DL-Comp   : M      66.8    58.2    43.8    23.7    10.7    10.3     0.0
DW(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
LL + I    : M+    783.6   691.0   533.0   293.6   133.3   128.7     0.0
            V      28.2    39.4    48.2    57.0    61.9    62.1    65.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    32.7    40.5    48.6    57.0    61.9    62.1    65.6
            M     699.1   645.9   510.1   293.6   135.8   131.2    -0.0
Total     : M+   1745.3  1528.4  1163.4   634.6   286.9   277.0     0.0
            V      40.8    64.5    85.8   107.1   118.7   119.0   127.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    45.2    65.6    86.2   107.1   118.7   119.0   127.3
            M    1660.8  1483.3  1140.5   634.6   289.4   279.5    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    6.10   12.70   19.30   25.90   32.50
Self wt.  : M       0.0    65.0    67.3   149.4   276.2   366.8   421.1   439.2
(Max)       V      27.0    24.9    24.9    22.0    16.5    11.0     5.5     0.0
Self wt.  : M       0.0    46.8    48.5   107.6   198.9   264.1   303.2   316.2
(Min)       V      19.5    18.0    17.9    15.8    11.9     7.9     4.0     0.0
DL-Prec.  : M       0.0    12.7    13.2    29.2    54.0    71.7    82.3    85.9
DC(Max)     V       5.3     4.9     4.9     4.3     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     9.1     9.5    21.0    38.9    51.6    59.3    61.8
DC(Min)     V       3.8     3.5     3.5     3.1     2.3     1.5     0.8     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    65.7    68.0   151.0   279.2   370.7   425.6   443.9
Haunch (Max)V      27.3    25.2    25.1    22.2    16.6    11.1     5.5     0.0
Deck +    : M       0.0    47.3    49.0   108.7   201.0   266.9   306.4   319.6
Haunch (Min)V      19.7    18.2    18.1    16.0    12.0     8.0     4.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.6     1.2     1.9     2.5     2.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.2     0.4     0.9     1.3     1.8     1.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.9    29.9    66.5   122.9   163.2   187.3   195.4
DC(Max)     V      12.0    11.1    11.1     9.8     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    20.8    21.6    47.9    88.5   117.5   134.9   140.7
DC(Min)     V       8.7     8.0     8.0     7.0     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    15.5    16.0    35.6    65.8    87.3   100.3   104.6
DW(Max)     V       6.4     5.9     5.9     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0     6.7     6.9    15.4    28.5    37.8    43.4    45.3
DW(Min)     V       2.8     2.6     2.6     2.3     1.7     1.1     0.6     0.0
LL + I    : M+      0.0   281.6   291.7   642.2  1165.9  1511.6  1714.2  1755.1
            V     143.5   135.8   135.5   124.7   105.4    86.2    61.6    42.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   143.5   135.8   135.5   124.7   106.3    88.6    71.4    54.9
            M      -0.0   287.0   297.1   642.2  1115.8  1413.0  1529.3  1474.3
Total     : M+      0.0   469.6   486.4  1074.5  1965.1  2573.1  2933.4  3026.8
            V     221.7   208.0   207.4   188.2   153.1   118.0    77.6    42.5
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   221.7   208.0   207.4   188.2   154.0   120.4    87.4    55.0
            M      -0.0   474.9   491.8  1074.5  1915.0  2474.5  2748.5  2746.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.10   45.70   52.30   58.90   62.41   62.50   65.00
Self wt.  : M     421.1   366.8   276.2   149.4    67.3    65.0     0.0
(Max)       V       5.5    11.0    16.5    22.0    24.9    24.9    27.0
Self wt.  : M     303.2   264.1   198.9   107.6    48.5    46.8     0.0
(Min)       V       4.0     7.9    11.9    15.8    17.9    18.0    19.5
DL-Prec.  : M      82.3    71.7    54.0    29.2    13.2    12.7     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     4.9     4.9     5.3
DL-Prec.  : M      59.3    51.6    38.9    21.0     9.5     9.1     0.0
DC(Min)     V       0.8     1.5     2.3     3.1     3.5     3.5     3.8
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     425.6   370.7   279.2   151.0    68.0    65.7     0.0
Haunch (Max)V       5.5    11.1    16.6    22.2    25.1    25.2    27.3
Deck +    : M     306.4   266.9   201.0   108.7    49.0    47.3     0.0
Haunch (Min)V       4.0     8.0    12.0    16.0    18.1    18.2    19.7
Diaphragm : M       2.1     1.6     1.0     0.5     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       1.5     1.1     0.8     0.4     0.2     0.1     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     187.3   163.2   122.9    66.5    29.9    28.9     0.0
DC(Max)     V       2.4     4.9     7.3     9.8    11.1    11.1    12.0
DL-Comp   : M     134.9   117.5    88.5    47.9    21.6    20.8     0.0
DC(Min)     V       1.8     3.5     5.3     7.0     8.0     8.0     8.7
DL-Comp   : M     100.3    87.3    65.8    35.6    16.0    15.5     0.0
DW(Max)     V       1.3     2.6     3.9     5.2     5.9     5.9     6.4
DL-Comp   : M      43.4    37.8    28.5    15.4     6.9     6.7     0.0
DW(Min)     V       0.6     1.1     1.7     2.3     2.6     2.6     2.8
LL + I    : M+   1714.2  1511.6  1165.9   642.2   291.7   281.6     0.0
            V      61.6    86.2   105.4   124.7   135.5   135.8   143.5
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    71.4    88.6   106.3   124.7   135.5   135.8   143.5
            M    1529.3  1413.0  1115.8   642.2   297.1   287.0    -0.0
Total     : M+   2933.0  2572.9  1964.9  1074.4   486.3   469.5     0.0
            V      77.6   118.0   153.1   188.2   207.4   207.9   221.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    87.4   120.4   154.0   188.2   207.4   207.9   221.7
            M    2748.1  2474.2  1914.8  1074.4   491.8   474.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               27.0             27.0
Deck+Haunch            27.3             27.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           60.1             60.1
DL-Comp.(DW)           32.2             32.2
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    6.10   12.70   19.30   25.90   32.50
Self wt.  : M       0.0    52.0    53.8   119.5   221.0   293.4   336.9   351.4
(Max)       V      21.6    20.0    19.9    17.6    13.2     8.8     4.4     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    10.2    10.5    23.4    43.2    57.4    65.9    68.7
DC(Max)     V       4.2     3.9     3.9     3.4     2.6     1.7     0.9     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    52.5    54.4   120.8   223.3   296.6   340.5   355.1
Haunch (Max)V      21.9    20.2    20.1    17.8    13.3     8.9     4.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.0     1.5     2.0     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     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    23.1    24.0    53.2    98.3   130.5   149.9   156.3
DC(Max)     V       9.6     8.9     8.9     7.8     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.3    10.7    23.7    43.8    58.2    66.8    69.7
DW(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     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   156.3   161.9   350.6   612.2   786.6   862.9   816.8
            V      83.2    78.4    78.2    71.6    60.1    47.1    35.6    27.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    83.2    78.4    78.2    71.6    60.1    48.5    37.9    29.3
            M       0.0   156.3   161.9   350.6   612.2   751.3   788.5   765.3
Total     : M+      0.0   304.7   315.5   691.7  1242.8  1624.1  1824.8  1820.2
            V     144.9   135.4   135.0   121.7    97.7    72.2    48.1    27.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   144.9   135.4   135.0   121.7    97.7    73.6    50.5    29.4
            M       0.0   304.7   315.5   691.7  1242.8  1588.9  1750.4  1768.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.10   45.70   52.30   58.90   62.41   62.50   65.00
Self wt.  : M     336.9   293.4   221.0   119.5    53.8    52.0     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.9    20.0    21.6
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      65.9    57.4    43.2    23.4    10.5    10.2     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     3.9     3.9     4.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     340.5   296.6   223.3   120.8    54.4    52.5     0.0
Haunch (Max)V       4.4     8.9    13.3    17.8    20.1    20.2    21.9
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.7     1.3     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       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     149.9   130.5    98.3    53.2    24.0    23.1     0.0
DC(Max)     V       2.0     3.9     5.9     7.8     8.9     8.9     9.6
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      66.8    58.2    43.8    23.7    10.7    10.3     0.0
DW(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
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+    862.9   786.6   612.2   350.6   161.9   156.3     0.0
            V      35.6    47.1    60.1    71.6    78.2    78.4    83.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    37.9    48.5    60.1    71.6    78.2    78.4    83.2
            M     788.5   751.3   612.2   350.6   161.9   156.3     0.0
Total     : M+   1824.6  1623.9  1242.6   691.6   315.5   304.6     0.0
            V      48.1    72.2    97.7   121.7   135.0   135.4   144.8
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    50.5    73.6    97.7   121.7   135.0   135.4   144.8
            M    1750.2  1588.6  1242.6   691.6   315.5   304.6     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.60   13.20   19.80   26.40   33.00   23.10
 
Beam-Self
Precast-top    0.104   0.216   0.382   0.499   0.568   0.591   0.539 
Bottom        -0.085  -0.174  -0.306  -0.397  -0.450  -0.469  -0.428 
 
Prestress
Precast-top    0.244   0.085  -0.202  -0.484  -0.623  -0.623  -0.623 
Bottom         1.215   1.341   1.567   1.786   1.892   1.892   1.892 
 
Total
Precast-top    0.348   0.301   0.180   0.014  -0.055  -0.032  -0.084 
Bottom         1.131   1.167   1.261   1.389   1.442   1.423   1.464 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             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    2.59    6.10   12.70   19.30   25.90   32.50
 
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   0.013   0.014   0.031   0.057   0.075   0.086   0.090 
Precast-top    0.054   0.419   0.422   0.537   0.668   0.687   0.725   0.780 
Bottom         0.172   0.905   0.901   0.783   0.638   0.596   0.551   0.501 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.60   13.20   19.80   26.40   33.00   23.10
 
Beam-Self
Precast-top    0.104   0.216   0.382   0.499   0.568   0.591   0.539 
Bottom        -0.085  -0.174  -0.306  -0.397  -0.450  -0.469  -0.428 
 
Prestress
Precast-top    0.244   0.085  -0.202  -0.484  -0.623  -0.623  -0.623 
Bottom         1.215   1.341   1.567   1.786   1.892   1.892   1.892 
 
Total
Precast-top    0.348   0.301   0.180   0.014  -0.055  -0.032  -0.084 
Bottom         1.131   1.167   1.261   1.389   1.442   1.423   1.464 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             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    2.59    6.10   12.70   19.30   25.90   32.50
 
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    2.59    6.10   12.70   19.30   25.90   32.50
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   0.070   0.072   0.157   0.274   0.352   0.387   0.370 
Precast-top    0.027   0.257   0.261   0.376   0.521   0.583   0.624   0.638 
Bottom         0.086   0.320   0.314   0.096  -0.192  -0.354  -0.437  -0.423 
 

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
    221.7    7.0   58.7    0.191   4.0   6.00e-3 50.0    217.0     0.882    1.947      0.81
      0.0    0.3   58.6     31.5 0.118      25.3 0.87    24.00     0.099    2.063 
Transfer:   3.00
    208.0    7.0   58.7    1.144  24.1   4.64e-3 45.3    176.2     0.614    1.296      0.00
    474.9    1.6   57.9    189.0 0.102      30.7 1.07    24.00     0.099    1.848 
Critical:   5.32
    195.2    7.0   58.7    1.298  24.1   3.27e-3 40.4    152.9     0.451    1.020      0.00
    862.9    1.9   57.8    189.0 0.095      39.8 1.39    24.00     0.099    1.890 
0.1L    :   6.60
    188.2    7.0   58.7    1.382  24.1   3.20e-3 40.2    144.6     0.423    0.763      0.00
   1074.5    2.0   57.8    189.0 0.091      40.4 1.41    24.00     0.099    1.555 
0.2L    :  13.20
    154.0    7.0   52.2    2.604  24.1   1.19e-3 33.2     83.0     0.213    0.680      0.00
   1915.0    2.5   51.0    189.0 0.082      64.0 2.54    24.00     0.099    2.065 
0.3L    :  19.80
    120.4    7.0   56.5    2.604  24.1   1.91e-3 35.7     55.7     0.145    0.267      0.00
   2474.5    2.5   55.2    189.0 0.057      53.9 1.97    24.00     0.099    1.350 
0.4L    :  26.40
     87.4    7.0   58.6    2.604   0.0   2.30e-3 37.0     47.1     0.124    0.267      0.00
   2748.5    2.5   57.3    189.0 0.048      50.0 1.76    24.00     0.099    1.558 
0.5L    :  33.00
     55.0    7.0   58.6    2.604   0.0   1.85e-3 35.5      4.1     0.099    0.267      0.00
   2746.0    2.5   57.3    189.0 0.030      57.0 2.01    24.00     0.099    2.689 
0.6L    :  39.60
     87.4    7.0   58.6    2.604   0.0   2.30e-3 37.0     47.1     0.124    0.267      0.00
   2748.1    2.5   57.3    189.0 0.048      50.0 1.76    24.00     0.099    1.559 
0.7L    :  46.20
    120.4    7.0   56.5    2.604  24.1   1.91e-3 35.7     55.7     0.145    0.267      0.00
   2474.2    2.5   55.2    189.0 0.057      53.9 1.97    24.00     0.099    1.350 
0.8L    :  52.80
    154.0    7.0   52.2    2.604  24.1   1.19e-3 33.2     83.0     0.213    0.680      0.00
   1914.8    2.5   51.0    189.0 0.082      64.0 2.54    24.00     0.099    2.066 
0.9L    :  59.40
    188.2    7.0   58.7    1.382  24.1   3.20e-3 40.2    144.6     0.423    0.763      0.00
   1074.4    2.0   57.8    189.0 0.091      40.4 1.41    24.00     0.099    1.555 
Critical:  60.68
    195.2    7.0   58.7    1.298  24.1   3.27e-3 40.4    152.9     0.451    1.020      0.00
    862.9    1.9   57.8    189.0 0.095      39.8 1.39    24.00     0.099    1.891 
Transfer:  63.00
    207.9    7.0   58.7    1.144  24.1   4.64e-3 45.2    176.2     0.614    1.296      0.00
    474.9    1.6   57.9    189.0 0.102      30.7 1.07    24.00     0.099    1.848 
Bearing :  65.50
    221.7    7.0   58.7    0.191   4.0   6.00e-3 50.0    217.0     0.882    1.360      0.81
      0.0    0.3   58.6     31.5 0.118      25.3 0.87    24.00     0.099    1.477 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.02
 
 
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 = 16.00(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
    221.7      4.20     58.75    0.28       58.61    24.00      0.160      1.001      0.000      0.533 
Transfer:      2.50
    208.0      3.99     58.75    1.64       57.93    24.00      0.160      0.930      0.000      0.533 
Critical:      4.82
    195.2      3.75     58.75    1.86       57.82    24.00      0.160      0.851      0.000      0.400 
0.1L    :      6.10
    188.2      3.62     58.75    1.98       57.76    24.00      0.160      0.807      0.000      0.267 
0.2L    :     12.70
    154.0      3.36     52.23    2.48       50.99    24.00      0.160      0.719      0.000      0.267 
0.3L    :     19.30
    120.4      2.42     56.46    2.49       55.22    24.00      0.160      0.408      0.000      0.267 
0.4L    :     25.90
     87.4      1.69     58.58    2.49       57.34    24.00      0.160      0.165      0.000      0.267 
0.5L    :     32.50
     55.0      1.07     58.58    2.49       57.34    24.00      0.160      0.000      0.000      0.267 
0.6L    :     39.10
     87.4      1.69     58.58    2.49       57.34    24.00      0.160      0.164      0.000      0.267 
0.7L    :     45.70
    120.4      2.42     56.46    2.49       55.22    24.00      0.160      0.407      0.000      0.267 
0.8L    :     52.30
    154.0      3.36     52.23    2.48       50.99    24.00      0.160      0.718      0.000      0.267 
0.9L    :     58.90
    188.2      3.62     58.75    1.98       57.76    24.00      0.160      0.807      0.000      0.267 
Critical:     60.18
    195.2      3.75     58.75    1.86       57.82    24.00      0.160      0.851      0.000      0.400 
Transfer:     62.50
    207.9      3.99     58.75    1.64       57.93    24.00      0.160      0.930      0.000      0.533 
Bearing :     65.00
    221.7      4.20     58.75    0.28       58.61    24.00      0.160      1.001      0.000      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.10 ft
Prestress      :       0.261  1.80      0.470  2.20      0.574
Self Wt.       :      -0.101  1.85     -0.187  2.40     -0.243
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.160            0.283            0.331
 
At 0.2 x L = 12.70 ft
Prestress      :       0.482  1.80      0.868  2.20      1.061
Self Wt.       :      -0.190  1.85     -0.352  2.40     -0.456
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.292            0.516            0.604
 
At 0.3 x L = 19.30 ft
Prestress      :       0.647  1.80      1.165  2.20      1.423
Self Wt.       :      -0.258  1.85     -0.477  2.40     -0.619
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.389            0.688            0.805
 
At 0.4 x L = 25.90 ft
Prestress      :       0.749  1.80      1.348  2.20      1.647
Self Wt.       :      -0.300  1.85     -0.555  2.40     -0.721
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.449            0.792            0.927
 
At 0.5 x L = 32.50 ft
Prestress      :       0.785  1.80      1.413  2.20      1.726
Self Wt.       :      -0.315  1.85     -0.583  2.40     -0.757
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.469            0.829            0.970
 
At 0.6 x L = 39.10 ft
Prestress      :       0.749  1.80      1.348  2.20      1.647
Self Wt.       :      -0.300  1.85     -0.555  2.40     -0.721
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.449            0.792            0.927
 
At 0.7 x L = 45.70 ft
Prestress      :       0.647  1.80      1.165  2.20      1.423
Self Wt.       :      -0.258  1.85     -0.477  2.40     -0.619
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.389            0.688            0.805
 
At 0.8 x L = 52.30 ft
Prestress      :       0.482  1.80      0.868  2.20      1.061
Self Wt.       :      -0.190  1.85     -0.352  2.40     -0.456
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.292            0.516            0.604
 
At 0.9 x L = 58.90 ft
Prestress      :       0.261  1.80      0.470  2.20      0.574
Self Wt.       :      -0.101  1.85     -0.187  2.40     -0.243
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.160            0.283            0.331
 

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
   469.6    45.7  1.716  266.8    1.9   1.64   1711.4  0.091T 1.00       -       -     -     -  
H/2     :   2.59
   486.4    45.7  1.725  266.8    1.9   1.65   1722.8  0.090T 1.00       -       -     -     -  
0.1L    :   6.10
  1074.5    48.0  2.074  266.3    2.3   1.98   2162.8  0.075T 1.00       -       -     -     -  
0.2L    :  12.70
  1965.1    52.2  2.604  265.8    2.9   2.48   2940.5  0.059T 1.00    743.3   743.3    3.96    -  
0.3L    :  19.30
  2573.1    56.5  2.604  266.1    2.9   2.49   3188.5  0.059T 1.00    664.4   664.4    4.80    -  
0.4L    :  25.90
  2933.4    58.6  2.604  266.2    2.9   2.49   3312.6  0.059T 1.00    617.8   617.8    5.36    -  
0.5L    :  32.50
  3026.8    58.6  2.604  266.2    2.9   2.49   3312.6  0.059T 1.00    599.6   599.6    5.53    -  
0.6L    :  39.10
  2933.0    58.6  2.604  266.2    2.9   2.49   3312.6  0.059T 1.00    617.9   617.9    5.36    -  
0.7L    :  45.70
  2572.9    56.5  2.604  266.1    2.9   2.49   3188.5  0.059T 1.00    664.5   664.5    4.80    -  
0.8L    :  52.30
  1964.9    52.2  2.604  265.8    2.9   2.48   2940.5  0.059T 1.00    743.4   743.4    3.96    -  
0.9L    :  58.90
  1074.4    48.0  2.074  266.3    2.3   1.98   2162.8  0.075T 1.00       -       -     -     -  
H/2     :  62.41
   486.3    45.7  1.725  266.8    1.9   1.65   1722.8  0.090T 1.00       -       -     -     -  
Transfer:  62.50
   469.5    45.7  1.716  266.8    1.9   1.64   1711.4  0.091T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 5; Groups 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.026
        M   2.00 Fb     0.257
 
  2   2 E  50.50 Ft     0.345
        M   6.00 Fb     0.191
 
  3   2 E  46.50 Ft     0.669
        M   2.00 Fb     0.164
 
  4   2 E   6.00 Ft     0.586
        M   6.00 Fb     0.467
 
  5   2 E   4.00 Ft     0.479
        M   4.00 Fb     0.789
 
  6   2 E   2.00 Ft     0.348
        M   2.00 Fb     1.131
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 66.00            Release Length, ft: 66.00
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   4           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.50 %               Final losses: 10.80 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.464     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.055   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)                  3312.59     3026.81     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   0.090     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.780     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   0.905    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   0.638     Midspan
    Pre.Bot:                                                             2.000   0.320    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.785  1.80      1.413  2.20      1.726
Self Wt.       :      -0.315  1.85     -0.583  2.40     -0.757
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.469            0.829            0.970
 
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

