 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/18/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : A38 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1)The bridge span is 38.333 feet, girder spacing is 7.5 feet, and deck overhang width is 3 
                     feet and 1 inch.
                     (2)The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from 11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3)The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.0 inches.
                     (4)The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to that 
                     evenly distributed to a four-girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5)One steel diaphragm of 0.285 kips is at the center of span.
                     (6)Live load moment and shear distribution factor is determined based on 0- and 60-degree 
                     skews, respectively.  
                     (7)Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter strands 
                     with As = 0.217 square inches.
                     (8)There is no hold-down point as only straight strands are used.
                     (9)The beam lifting and supporting points are 2.125' and 1.967', respectively.
                     (10)The girder concrete strengths at release and at final are 4.5 and 5 ksi, respectively.
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_5832.tmp\A38\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       36.167
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       33.001
Number of spans         =            1
Number of lanes         =            2
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       13.000
Bridge c/s,MI(Ixx), in4 =    717216.56
 
SPAN DATA
---------
Precast length    , ft =     39.333
Bearing-to-bearing, ft =     38.333
Release span      , ft =     38.333
 
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-A    3.083    311.5    34082.0  32.00  14.05  13.00   6.833
 2             IA-Std-A    7.500    311.5    34082.0  32.00  14.05  13.00   7.500
 3             IA-Std-A    7.500    311.5    34082.0  32.00  14.05  13.00   7.500
 4             IA-Std-A    7.500    311.5    34082.0  32.00  14.05  13.00   7.500
 5             IA-Std-A    7.500    311.5    34082.0  32.00  14.05  13.00   6.834
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      5.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4286.830        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      4.500 
Eci ,ksi      =   4066.840
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Straight Pattern
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: NO
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.064    0.00       0.064   38.33   Additional overhang
   1    1    DC Line        0.064    0.00       0.064   38.33   Sacrificial Wearing Surface
   1    2    DC Line        0.070    0.00       0.070   38.33   Sacrificial Wearing Surface
   1    3    DC Line        0.070    0.00       0.070   38.33   Sacrificial Wearing Surface
   1    4    DC Line        0.070    0.00       0.070   38.33   Sacrificial Wearing Surface
   1    5    DC Line        0.064    0.00       0.064   38.33   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.143   19.167
   1    2        0.285   19.167
   1    3        0.285   19.167
   1    4        0.285   19.167
   1    5        0.143   19.167
 
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   38.33   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   38.33   Right Barrier Weight
   1    DC Line        0.007    0.00       0.007   38.33   Additional haunch
   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    0.084     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 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.00 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.25 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.42 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    4.50        5.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 8.00 in):
 
  4 @  2.000 in 4 @  4.000 in 1 @ 27.000 in 1 @ 29.000 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1460  3.1460 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3960  0.6460 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6460  1.2710 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2710  2.7710 No        
       2 US#5[M16]  60.0  0.62    9.50  2.7710  3.5630 No        
       2 US#5[M16]  60.0  0.62   10.00  3.5630  4.3999 No        
       2 US#5[M16]  60.0  0.62   10.13  4.3999  5.2500 No        
       2 US#5[M16]  60.0  0.62   13.13  5.2500  6.3501 No        
       2 US#5[M16]  60.0  0.62   16.00  6.3501 14.3330 No        
       2 US#4[M13]  60.0  0.40   10.00  3.1460  4.8199 Yes       
       2 US#4[M13]  60.0  0.40   10.25  4.8199  5.6801 Yes       
       2 US#4[M13]  60.0  0.40   16.00  5.6801 33.6529 Yes       
       2 US#4[M13]  60.0  0.40   10.25 33.6529 34.5131 Yes       
       2 US#4[M13]  60.0  0.40   10.00 34.5131 36.1870 Yes       
       2 US#5[M16]  60.0  0.62   16.00 25.0000 32.9829 No        
       2 US#5[M16]  60.0  0.62   13.13 32.9829 34.0830 No        
       2 US#5[M16]  60.0  0.62   10.13 34.0830 34.9331 No        
       2 US#5[M16]  60.0  0.62   10.00 34.9331 35.7700 No        
       2 US#5[M16]  60.0  0.62    9.50 35.7700 36.5620 No        
       2 US#5[M16]  60.0  0.62    9.00 36.5620 38.0620 No        
       2 US#5[M16]  60.0  0.62    7.50 38.0620 38.6870 No        
       2 US#5[M16]  60.0  0.62    3.00 38.6870 38.9370 No        
       2 US#4[M13]  60.0  0.40    9.00 36.1870 39.1870 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#5[M16]           2.00 0.620  0.0000 39.3330       2.00 
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           1.50 0.200 35.3330 39.3330       6.50 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 8.00 in):
 
  4 @  2.000 in 4 @  4.000 in 1 @ 27.000 in 1 @ 29.000 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1460  3.1460 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3960  0.6460 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6460  1.2710 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2710  2.7710 No        
       2 US#5[M16]  60.0  0.62    9.50  2.7710  3.5630 No        
       2 US#5[M16]  60.0  0.62   10.00  3.5630  4.3999 No        
       2 US#5[M16]  60.0  0.62   10.13  4.3999  5.2500 No        
       2 US#5[M16]  60.0  0.62   13.13  5.2500  6.3501 No        
       2 US#5[M16]  60.0  0.62  16.00*  6.3501 14.3330 No        
       2 US#4[M13]  60.0  0.40   10.00  3.1460  4.8199 Yes       
       2 US#4[M13]  60.0  0.40   10.25  4.8199  5.6801 Yes       
       2 US#4[M13]  60.0  0.40  16.00*  5.6801 33.6529 Yes       
       2 US#4[M13]  60.0  0.40   10.25 33.6529 34.5131 Yes       
       2 US#4[M13]  60.0  0.40   10.00 34.5131 36.1870 Yes       
       2 US#5[M16]  60.0  0.62  16.00* 25.0000 32.9829 No        
       2 US#5[M16]  60.0  0.62   13.13 32.9829 34.0830 No        
       2 US#5[M16]  60.0  0.62   10.13 34.0830 34.9331 No        
       2 US#5[M16]  60.0  0.62   10.00 34.9331 35.7700 No        
       2 US#5[M16]  60.0  0.62    9.50 35.7700 36.5620 No        
       2 US#5[M16]  60.0  0.62    9.00 36.5620 38.0620 No        
       2 US#5[M16]  60.0  0.62    7.50 38.0620 38.6870 No        
       2 US#5[M16]  60.0  0.62    3.00 38.6870 38.9370 No        
       2 US#4[M13]  60.0  0.40    9.00 36.1870 39.1870 Yes       
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#5[M16]           2.00 0.620  0.0000 39.3330       2.00 
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           1.50 0.200 35.3330 39.3330       6.50 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 8.00 in):
 
  4 @  2.000 in 4 @  4.000 in 1 @ 27.000 in 1 @ 29.000 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1460  3.1460 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3960  0.6460 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6460  1.2710 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2710  2.7710 No        
       2 US#5[M16]  60.0  0.62    9.50  2.7710  3.5630 No        
       2 US#5[M16]  60.0  0.62   10.00  3.5630  4.3999 No        
       2 US#5[M16]  60.0  0.62   10.13  4.3999  5.2500 No        
       2 US#5[M16]  60.0  0.62   13.13  5.2500  6.3501 No        
       2 US#5[M16]  60.0  0.62  16.00*  6.3501 14.3330 No        
       2 US#4[M13]  60.0  0.40   10.00  3.1460  4.8199 Yes       
       2 US#4[M13]  60.0  0.40   10.25  4.8199  5.6801 Yes       
       2 US#4[M13]  60.0  0.40  16.00*  5.6801 33.6529 Yes       
       2 US#4[M13]  60.0  0.40   10.25 33.6529 34.5131 Yes       
       2 US#4[M13]  60.0  0.40   10.00 34.5131 36.1870 Yes       
       2 US#5[M16]  60.0  0.62  16.00* 25.0000 32.9829 No        
       2 US#5[M16]  60.0  0.62   13.13 32.9829 34.0830 No        
       2 US#5[M16]  60.0  0.62   10.13 34.0830 34.9331 No        
       2 US#5[M16]  60.0  0.62   10.00 34.9331 35.7700 No        
       2 US#5[M16]  60.0  0.62    9.50 35.7700 36.5620 No        
       2 US#5[M16]  60.0  0.62    9.00 36.5620 38.0620 No        
       2 US#5[M16]  60.0  0.62    7.50 38.0620 38.6870 No        
       2 US#5[M16]  60.0  0.62    3.00 38.6870 38.9370 No        
       2 US#4[M13]  60.0  0.40    9.00 36.1870 39.1870 Yes       
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#5[M16]           2.00 0.620  0.0000 39.3330       2.00 
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           1.50 0.200 35.3330 39.3330       6.50 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 8.00 in):
 
  4 @  2.000 in 4 @  4.000 in 1 @ 27.000 in 1 @ 29.000 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1460  3.1460 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3960  0.6460 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6460  1.2710 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2710  2.7710 No        
       2 US#5[M16]  60.0  0.62    9.50  2.7710  3.5630 No        
       2 US#5[M16]  60.0  0.62   10.00  3.5630  4.3999 No        
       2 US#5[M16]  60.0  0.62   10.13  4.3999  5.2500 No        
       2 US#5[M16]  60.0  0.62   13.13  5.2500  6.3501 No        
       2 US#5[M16]  60.0  0.62  16.00*  6.3501 14.3330 No        
       2 US#4[M13]  60.0  0.40   10.00  3.1460  4.8199 Yes       
       2 US#4[M13]  60.0  0.40   10.25  4.8199  5.6801 Yes       
       2 US#4[M13]  60.0  0.40  16.00*  5.6801 33.6529 Yes       
       2 US#4[M13]  60.0  0.40   10.25 33.6529 34.5131 Yes       
       2 US#4[M13]  60.0  0.40   10.00 34.5131 36.1870 Yes       
       2 US#5[M16]  60.0  0.62  16.00* 25.0000 32.9829 No        
       2 US#5[M16]  60.0  0.62   13.13 32.9829 34.0830 No        
       2 US#5[M16]  60.0  0.62   10.13 34.0830 34.9331 No        
       2 US#5[M16]  60.0  0.62   10.00 34.9331 35.7700 No        
       2 US#5[M16]  60.0  0.62    9.50 35.7700 36.5620 No        
       2 US#5[M16]  60.0  0.62    9.00 36.5620 38.0620 No        
       2 US#5[M16]  60.0  0.62    7.50 38.0620 38.6870 No        
       2 US#5[M16]  60.0  0.62    3.00 38.6870 38.9370 No        
       2 US#4[M13]  60.0  0.40    9.00 36.1870 39.1870 Yes       
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#5[M16]           2.00 0.620  0.0000 39.3330       2.00 
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           1.50 0.200 35.3330 39.3330       6.50 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 8.00 in):
 
  4 @  2.000 in 4 @  4.000 in 1 @ 27.000 in 1 @ 29.000 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1460  3.1460 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3960  0.6460 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6460  1.2710 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2710  2.7710 No        
       2 US#5[M16]  60.0  0.62    9.50  2.7710  3.5630 No        
       2 US#5[M16]  60.0  0.62   10.00  3.5630  4.3999 No        
       2 US#5[M16]  60.0  0.62   10.13  4.3999  5.2500 No        
       2 US#5[M16]  60.0  0.62   13.13  5.2500  6.3501 No        
       2 US#5[M16]  60.0  0.62   16.00  6.3501 14.3330 No        
       2 US#4[M13]  60.0  0.40   10.00  3.1460  4.8199 Yes       
       2 US#4[M13]  60.0  0.40   10.25  4.8199  5.6801 Yes       
       2 US#4[M13]  60.0  0.40   16.00  5.6801 33.6529 Yes       
       2 US#4[M13]  60.0  0.40   10.25 33.6529 34.5131 Yes       
       2 US#4[M13]  60.0  0.40   10.00 34.5131 36.1870 Yes       
       2 US#5[M16]  60.0  0.62   16.00 25.0000 32.9829 No        
       2 US#5[M16]  60.0  0.62   13.13 32.9829 34.0830 No        
       2 US#5[M16]  60.0  0.62   10.13 34.0830 34.9331 No        
       2 US#5[M16]  60.0  0.62   10.00 34.9331 35.7700 No        
       2 US#5[M16]  60.0  0.62    9.50 35.7700 36.5620 No        
       2 US#5[M16]  60.0  0.62    9.00 36.5620 38.0620 No        
       2 US#5[M16]  60.0  0.62    7.50 38.0620 38.6870 No        
       2 US#5[M16]  60.0  0.62    3.00 38.6870 38.9370 No        
       2 US#4[M13]  60.0  0.40    9.00 36.1870 39.1870 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#5[M16]           2.00 0.620  0.0000 39.3330       2.00 
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           1.50 0.200 35.3330 39.3330       6.50 
 
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-A                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   3.08/  7.50 ft
     thick: Top =  4.000 in    Bot =  5.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Exterior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  13.000 in
Effective width  =  81.996 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.064      0.00       0.064   38.33
     DC  Line       0.064      0.00       0.064   38.33
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    19.17 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 39.333 ft
Release length = 38.333 ft
Design  length = 38.333 ft
 
Kern points:
------------
Upper    =   21.84 in
Lower    =    7.95 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.647   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.807   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.870   (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                  =        311.5 in2            950.4 in2#
Total Height          =        32.00 in             40.25 in  
Mom. of Inertia (Ixx) =        34082 in4           141333 in4#
Ht. of c.g.           =        14.05 in             29.03 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        324.5 plf            993.2 plf   
Mom. of Inertia (Iyy) =       4083.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     1.68     3.43     7.37    11.30    15.23    19.17
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    313.7    324.5    321.0    324.5    324.5    324.5    324.5    324.5
  Yb      ,  in    14.01    13.81    13.87    13.81    13.81    13.81    13.81    13.81
  MI(Ixx) , in4    34161    34540    34418    34540    34540    34540    34540    34540
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2    952.4    962.6    959.3    962.6    962.6    962.6    962.6    962.6
  Yb      ,  in    28.98    28.76    28.83    28.76    28.76    28.76    28.76    28.76
  MI(Ixx) , in4   142235   146685   145231   146685   146685   146685   146685   146685

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        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 8.00 in):
     4 @  2.000 in     4 @  4.000 in     1 @ 27.000 in     1 @ 29.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.078 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.097 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.154 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)       
-------------------------------------------------------------------------------------
       393.330         740 291.064      3.151 12762.767   288.999      88.437        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1460      3.1460    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3960      0.6460     No
      2      US#5[M16]       60.00        0.62       7.50       0.6460      1.2710     No
      2      US#5[M16]       60.00        0.62       9.00       1.2710      2.7710     No
      2      US#5[M16]       60.00        0.62       9.50       2.7710      3.5630     No
      2      US#5[M16]       60.00        0.62      10.00       3.5630      4.3999     No
      2      US#5[M16]       60.00        0.62      10.13       4.3999      5.2500     No
      2      US#5[M16]       60.00        0.62      13.13       5.2500      6.3501     No
      2      US#5[M16]       60.00        0.62      16.00       6.3501     14.3330     No
      2      US#4[M13]       60.00        0.40      10.00       3.1460      4.8199    Yes
      2      US#4[M13]       60.00        0.40      10.25       4.8199      5.6801    Yes
      2      US#4[M13]       60.00        0.40      16.00       5.6801     33.6529    Yes
      2      US#4[M13]       60.00        0.40      10.25      33.6529     34.5131    Yes
      2      US#4[M13]       60.00        0.40      10.00      34.5131     36.1870    Yes
      2      US#5[M16]       60.00        0.62      16.00      25.0000     32.9829     No
      2      US#5[M16]       60.00        0.62      13.13      32.9829     34.0830     No
      2      US#5[M16]       60.00        0.62      10.13      34.0830     34.9331     No
      2      US#5[M16]       60.00        0.62      10.00      34.9331     35.7700     No
      2      US#5[M16]       60.00        0.62       9.50      35.7700     36.5620     No
      2      US#5[M16]       60.00        0.62       9.00      36.5620     38.0620     No
      2      US#5[M16]       60.00        0.62       7.50      38.0620     38.6870     No
      2      US#5[M16]       60.00        0.62       3.00      38.6870     38.9370     No
      2      US#4[M13]       60.00        0.40       9.00      36.1870     39.1870    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#5[M16]           2.00 0.620  0.0000 39.3330       2.00 
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           1.50 0.200 35.3330 39.3330       6.50 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  8.00 in
         P_init    =      425.4 kips  Ecc =  6.05 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    10.60 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.512 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.98 ksi    0.00 ksi
    due to Composite Loads                                 -0.89 ksi    0.00 ksi
    due to Live Loads                                      -4.02 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                        12.41 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 10.60 ksi  ( 5.41 %)            18.83 ksi ( 9.61 %)
Total Prestress Losses                                    29.43 ksi (15.01 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 166.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    14.5    10.0    19.4    37.0    49.6    57.1    59.6
(Max)       V       6.2     5.4     5.7     5.1     3.8     2.6     1.3     0.0
DL-Prec.  : M       0.0     5.7     3.9     7.6    14.5    19.5    22.4    23.4
DC(Max)     V       2.4     2.1     2.2     2.0     1.5     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
Deck +    : M       0.0    30.0    20.6    40.1    76.3   102.1   117.7   122.8
Haunch (Max)V      12.8    11.1    11.7    10.5     7.9     5.3     2.6     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.5     0.8     1.1     1.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.3     9.1    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.2     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     4.1     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.3     2.1     1.6     1.0     0.5     0.0
LL + I    : M+      0.0   123.9    85.6   164.5   301.2   385.2   433.3   445.4
            V      73.7    66.2    68.7    63.4    52.9    42.7     5.2    25.9
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    73.7    66.2    68.7    63.4    53.2    43.5    35.5    28.6
            M       0.0   124.7    86.6   164.5   291.4   365.9   402.6   407.3
Total     : M+      0.0   193.5   133.4   257.6   478.6   622.8   707.1   731.5
            V     103.5    92.1    95.9    87.9    71.3    54.9    11.4    26.0
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   103.5    92.1    95.9    87.9    71.5    55.8    41.7    28.6
            M       0.0   194.3   134.3   257.6   468.8   603.5   676.4   693.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.66   35.83   38.33
Self wt.  : M      57.1    49.6    37.0    19.4    10.0    14.5     0.0
(Max)       V       1.3     2.6     3.8     5.1     5.7     5.4     6.2
DL-Prec.  : M      22.4    19.5    14.5     7.6     3.9     5.7     0.0
DC(Max)     V       0.5     1.0     1.5     2.0     2.2     2.1     2.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     117.7   102.1    76.3    40.1    20.6    30.0     0.0
Haunch (Max)V       2.6     5.3     7.9    10.5    11.7    11.1    12.8
Diaphragm : M       1.1     0.8     0.5     0.2     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      52.3    45.4    33.9    17.8     9.1    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.2     5.0     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     4.1     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
LL + I    : M+    433.3   385.2   301.2   164.5    85.6   123.9     0.0
            V       5.2    42.7    52.9    63.4    68.7    66.2    73.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.5    43.5    53.2    63.4    68.7    66.2    73.7
            M     402.6   365.9   291.4   164.5    86.6   124.7     0.0
Total     : M+    707.1   622.8   478.6   257.6   133.4   193.5     0.0
            V      11.4    54.9    71.3    87.9    95.9    92.1   103.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    41.7    55.8    71.5    87.9    95.9    92.1   103.5
            M     676.4   603.5   468.8   257.6   134.3   194.3     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                6.2              6.2
Deck+Haunch            12.8             12.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.4              2.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           28.5             28.5
DL-Comp.(DW)           12.6             12.6
Live                   66.7             66.7
        Truck          54.5             54.5
        Lane           12.3             12.3
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    14.5    10.0    19.4    37.0    49.6    57.1    59.6
(Max)       V       6.2     5.4     5.7     5.1     3.8     2.6     1.3     0.0
DL-Prec.  : M       0.0     5.7     3.9     7.6    14.5    19.5    22.4    23.4
DC(Max)     V       2.4     2.1     2.2     2.0     1.5     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
Deck +    : M       0.0    30.0    20.6    40.1    76.3   102.1   117.7   122.8
Haunch (Max)V      12.8    11.1    11.7    10.5     7.9     5.3     2.6     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.5     0.8     1.1     1.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.3     9.1    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.2     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     4.1     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.3     2.1     1.6     1.0     0.5     0.0
LL + I    : M+      0.0    99.1    68.5   131.6   241.0   308.2   346.7   356.3
            V      58.9    53.0    54.9    50.7    42.3    34.1     4.2    20.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    58.9    53.0    54.9    50.7    42.5    34.8    28.4    22.9
            M       0.0    99.8    69.3   131.6   233.1   292.7   322.1   325.9
Total     : M+      0.0   168.7   116.2   224.7   418.3   545.8   620.5   642.4
            V      88.7    78.9    82.1    75.2    60.7    46.4    10.3    20.8
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    88.7    78.9    82.1    75.2    60.9    47.1    34.6    22.9
            M       0.0   169.4   117.0   224.7   410.5   530.3   595.9   612.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.66   35.83   38.33
Self wt.  : M      57.1    49.6    37.0    19.4    10.0    14.5     0.0
(Max)       V       1.3     2.6     3.8     5.1     5.7     5.4     6.2
DL-Prec.  : M      22.4    19.5    14.5     7.6     3.9     5.7     0.0
DC(Max)     V       0.5     1.0     1.5     2.0     2.2     2.1     2.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     117.7   102.1    76.3    40.1    20.6    30.0     0.0
Haunch (Max)V       2.6     5.3     7.9    10.5    11.7    11.1    12.8
Diaphragm : M       1.1     0.8     0.5     0.2     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      52.3    45.4    33.9    17.8     9.1    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.2     5.0     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     4.1     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
LL + I    : M+    346.7   308.2   241.0   131.6    68.5    99.1     0.0
            V       4.2    34.1    42.3    50.7    54.9    53.0    58.9
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    28.4    34.8    42.5    50.7    54.9    53.0    58.9
            M     322.1   292.7   233.1   131.6    69.3    99.8     0.0
Total     : M+    620.5   545.8   418.3   224.7   116.2   168.7     0.0
            V      10.3    46.4    60.7    75.2    82.1    78.9    88.7
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    34.6    47.1    60.9    75.2    82.1    78.9    88.7
            M     595.9   530.3   410.5   224.7   117.0   169.4     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    18.2    12.5    24.3    46.3    61.9    71.4    74.5
(Max)       V       7.8     6.8     7.1     6.4     4.8     3.2     1.6     0.0
Self wt.  : M       0.0    13.1     9.0    17.5    33.3    44.6    51.4    53.6
(Min)       V       5.6     4.9     5.1     4.6     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     7.1     4.9     9.6    18.2    24.4    28.1    29.3
DC(Max)     V       3.1     2.7     2.8     2.5     1.9     1.3     0.6     0.0
DL-Prec.  : M       0.0     5.1     3.5     6.9    13.1    17.5    20.2    21.1
DC(Min)     V       2.2     1.9     2.0     1.8     1.4     0.9     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    37.4    25.7    50.1    95.3   127.7   147.1   153.5
Haunch (Max)V      16.0    13.9    14.6    13.2     9.9     6.6     3.3     0.0
Deck +    : M       0.0    27.0    18.5    36.1    68.6    91.9   105.9   110.5
Haunch (Min)V      11.5    10.0    10.5     9.5     7.1     4.7     2.4     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.7     1.0     1.4     1.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.1     0.2     0.5     0.7     1.0     1.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    16.6    11.4    22.3    42.4    56.8    65.4    68.3
DC(Max)     V       7.1     6.2     6.5     5.8     4.4     2.9     1.5     0.0
DL-Comp   : M       0.0    12.0     8.2    16.0    30.5    40.9    47.1    49.2
DC(Min)     V       5.1     4.5     4.7     4.2     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     8.9     6.1    11.9    22.6    30.2    34.8    36.4
DW(Max)     V       3.8     3.3     3.5     3.1     2.3     1.6     0.8     0.0
DL-Comp   : M       0.0     3.8     2.6     5.1     9.8    13.1    15.1    15.8
DW(Min)     V       1.6     1.4     1.5     1.3     1.0     0.7     0.3     0.0
LL + I    : M+      0.0   216.8   149.8   287.8   527.2   674.2   758.3   779.4
            V     128.9   115.9   120.2   111.0    92.6    74.7     9.1    45.3
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   128.9   115.9   120.2   111.0    93.1    76.2    62.2    50.0
            M       0.0   218.2   151.5   287.8   510.0   640.4   704.5   712.8
Total     : M+      0.0   305.3   210.5   406.2   752.6   976.2  1106.4  1143.1
            V     166.8   148.8   154.7   142.1   115.9    90.3    17.0    45.4
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   166.8   148.8   154.7   142.1   116.4    91.8    70.0    50.1
            M       0.0   306.7   212.2   406.2   735.4   942.4  1052.6  1076.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.66   35.83   38.33
Self wt.  : M      71.4    61.9    46.3    24.3    12.5    18.2     0.0
(Max)       V       1.6     3.2     4.8     6.4     7.1     6.8     7.8
Self wt.  : M      51.4    44.6    33.3    17.5     9.0    13.1     0.0
(Min)       V       1.1     2.3     3.4     4.6     5.1     4.9     5.6
DL-Prec.  : M      28.1    24.4    18.2     9.6     4.9     7.1     0.0
DC(Max)     V       0.6     1.3     1.9     2.5     2.8     2.7     3.1
DL-Prec.  : M      20.2    17.5    13.1     6.9     3.5     5.1     0.0
DC(Min)     V       0.5     0.9     1.4     1.8     2.0     1.9     2.2
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
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     147.1   127.7    95.3    50.1    25.7    37.4     0.0
Haunch (Max)V       3.3     6.6     9.9    13.2    14.6    13.9    16.0
Deck +    : M     105.9    91.9    68.6    36.1    18.5    27.0     0.0
Haunch (Min)V       2.4     4.7     7.1     9.5    10.5    10.0    11.5
Diaphragm : M       1.4     1.0     0.7     0.3     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       1.0     0.7     0.5     0.2     0.1     0.2     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      65.4    56.8    42.4    22.3    11.4    16.6     0.0
DC(Max)     V       1.5     2.9     4.4     5.8     6.5     6.2     7.1
DL-Comp   : M      47.1    40.9    30.5    16.0     8.2    12.0     0.0
DC(Min)     V       1.1     2.1     3.2     4.2     4.7     4.5     5.1
DL-Comp   : M      34.8    30.2    22.6    11.9     6.1     8.9     0.0
DW(Max)     V       0.8     1.6     2.3     3.1     3.5     3.3     3.8
DL-Comp   : M      15.1    13.1     9.8     5.1     2.6     3.8     0.0
DW(Min)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
LL + I    : M+    758.3   674.2   527.2   287.8   149.8   216.8     0.0
            V       9.1    74.7    92.6   111.0   120.2   115.9   128.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    62.2    76.2    93.1   111.0   120.2   115.9   128.9
            M     704.5   640.4   510.0   287.8   151.5   218.2     0.0
Total     : M+   1106.4   976.2   752.6   406.2   210.5   305.3     0.0
            V      17.0    90.3   115.9   142.1   154.7   148.8   166.8
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    70.0    91.8   116.4   142.1   154.7   148.8   166.8
            M    1052.6   942.4   735.4   406.2   212.2   306.7     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                7.8              7.8
Deck+Haunch            16.0             16.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.1              3.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           35.6             35.6
DL-Comp.(DW)           19.0             19.0
Live                  116.8            116.8
        Truck          95.3             95.3
        Lane           21.5             21.5
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    14.5    10.0    19.4    37.0    49.6    57.1    59.6
(Max)       V       6.2     5.4     5.7     5.1     3.8     2.6     1.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     5.7     3.9     7.6    14.5    19.5    22.4    23.4
DC(Max)     V       2.4     2.1     2.2     2.0     1.5     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
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    30.0    20.6    40.1    76.3   102.1   117.7   122.8
Haunch (Max)V      12.8    11.1    11.7    10.5     7.9     5.3     2.6     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.5     0.8     1.1     1.4
(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    13.3     9.1    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.2     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     5.9     4.1     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.3     2.1     1.6     1.0     0.5     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   109.6    75.3   146.3   275.9   365.0   413.6   421.6
            V      68.2    60.7    63.2    57.9    50.9    43.9    36.9    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    68.2    60.7    63.2    57.9    50.9    43.9    36.9    29.9
            M       0.0   109.6    75.3   146.3   275.9   365.0   413.6   421.6
Total     : M+      0.0   179.2   123.1   239.4   453.2   602.6   687.4   707.7
            V      98.0    86.6    90.3    82.4    69.3    56.2    43.1    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    98.0    86.6    90.3    82.4    69.3    56.2    43.1    30.0
            M       0.0   179.2   123.1   239.4   453.2   602.6   687.4   707.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.66   35.83   38.33
Self wt.  : M      57.1    49.6    37.0    19.4    10.0    14.5     0.0
(Max)       V       1.3     2.6     3.8     5.1     5.7     5.4     6.2
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      22.4    19.5    14.5     7.6     3.9     5.7     0.0
DC(Max)     V       0.5     1.0     1.5     2.0     2.2     2.1     2.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     117.7   102.1    76.3    40.1    20.6    30.0     0.0
Haunch (Max)V       2.6     5.3     7.9    10.5    11.7    11.1    12.8
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       1.1     0.8     0.5     0.2     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      52.3    45.4    33.9    17.8     9.1    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.2     5.0     5.7
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      23.2    20.2    15.1     7.9     4.1     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
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+    413.6   365.0   275.9   146.3    75.3   109.6     0.0
            V      36.9    43.9    50.9    57.9    63.2    60.7    68.2
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    36.9    43.9    50.9    57.9    63.2    60.7    68.2
            M     413.6   365.0   275.9   146.3    75.3   109.6     0.0
Total     : M+    687.4   602.6   453.2   239.4   123.1   179.2     0.0
            V      43.1    56.2    69.3    82.4    90.3    86.6    98.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    43.1    56.2    69.3    82.4    90.3    86.6    98.0
            M     687.4   602.6   453.2   239.4   123.1   179.2     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    2.50    3.43    7.37   11.30   15.23   19.17   13.27
 
Beam-Self
Precast-top    0.092   0.123   0.234   0.313   0.361   0.377   0.341 
Bottom        -0.070  -0.093  -0.178  -0.238  -0.274  -0.286  -0.259 
 
Prestress
Precast-top    0.010   0.010   0.010   0.010   0.010   0.010   0.010 
Bottom         2.298   2.298   2.298   2.298   2.298   2.298   2.298 
 
Total
Precast-top    0.101   0.133   0.244   0.323   0.370   0.386   0.351 
Bottom         2.228   2.205   2.121   2.060   2.024   2.012   2.039 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.12 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top    0.001   0.008   0.006   0.008   0.008   0.008   0.008   0.008
Bottom         0.348   1.996   1.470   1.996   1.996   1.996   1.996   1.996
 
Self wt.
Precast-top   -0.000   0.092   0.063   0.123   0.234   0.313   0.361   0.377
Bottom        -0.000  -0.070  -0.048  -0.093  -0.178  -0.238  -0.274  -0.286
 
DL-Prec (DC)
Precast-top   -0.000   0.036   0.025   0.048   0.092   0.123   0.142   0.148
Bottom        -0.000  -0.027  -0.019  -0.037  -0.070  -0.093  -0.108  -0.112
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.005   0.007   0.009
Bottom        -0.000  -0.001  -0.001  -0.001  -0.003  -0.004  -0.005  -0.007
 
Deck + Haunch
Precast-top   -0.000   0.189   0.130   0.253   0.482   0.646   0.744   0.776
Bottom        -0.000  -0.144  -0.099  -0.192  -0.366  -0.490  -0.564  -0.589
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.009   0.017   0.032   0.042   0.049   0.051
Precast-top   -0.000   0.004   0.002   0.005   0.009   0.012   0.014   0.014
Bottom        -0.000  -0.031  -0.022  -0.042  -0.080  -0.107  -0.123  -0.129
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.004   0.007   0.014   0.019   0.022   0.023
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.014  -0.010  -0.019  -0.035  -0.047  -0.055  -0.057
 
LL+I(+)
Topping-top   -0.000   0.116   0.080   0.154   0.282   0.360   0.405   0.417
Precast-top   -0.000   0.033   0.022   0.044   0.080   0.102   0.115   0.118
Bottom        -0.000  -0.292  -0.204  -0.387  -0.709  -0.906  -1.020  -1.048
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.134   0.093   0.178   0.328   0.422   0.476   0.490 
Precast-top    0.001   0.365   0.250   0.485   0.912   1.215   1.396   1.457 
Bottom         0.348   1.418   1.068   1.226   0.557   0.111  -0.152  -0.231 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.012   0.024   0.046   0.061   0.071   0.074 
Precast-top    0.001   0.332   0.228   0.441   0.833   1.113   1.282   1.339 
Bottom         0.348   1.710   1.272   1.613   1.266   1.017   0.868   0.817 
 

 
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    2.50    3.43    7.37   11.30   15.23   19.17   13.27
 
Beam-Self
Precast-top    0.092   0.123   0.234   0.313   0.361   0.377   0.341 
Bottom        -0.070  -0.093  -0.178  -0.238  -0.274  -0.286  -0.259 
 
Prestress
Precast-top    0.010   0.010   0.010   0.010   0.010   0.010   0.010 
Bottom         2.298   2.298   2.298   2.298   2.298   2.298   2.298 
 
Total
Precast-top    0.101   0.133   0.244   0.323   0.370   0.386   0.351 
Bottom         2.228   2.205   2.121   2.060   2.024   2.012   2.039 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.820   0.620   0.620   0.620   0.620   0.620 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.12 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top    0.001   0.008   0.006   0.008   0.008   0.008   0.008   0.008
Bottom         0.348   1.996   1.470   1.996   1.996   1.996   1.996   1.996
 
Self wt.
Precast-top   -0.000   0.092   0.063   0.123   0.234   0.313   0.361   0.377
Bottom        -0.000  -0.070  -0.048  -0.093  -0.178  -0.238  -0.274  -0.286
 
DL-Prec (DC)
Precast-top   -0.000   0.036   0.025   0.048   0.092   0.123   0.142   0.148
Bottom        -0.000  -0.027  -0.019  -0.037  -0.070  -0.093  -0.108  -0.112
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.005   0.007   0.009
Bottom        -0.000  -0.001  -0.001  -0.001  -0.003  -0.004  -0.005  -0.007
 
Deck + Haunch
Precast-top   -0.000   0.189   0.130   0.253   0.482   0.646   0.744   0.776
Bottom        -0.000  -0.144  -0.099  -0.192  -0.366  -0.490  -0.564  -0.589
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.009   0.017   0.032   0.042   0.049   0.051
Precast-top   -0.000   0.004   0.002   0.005   0.009   0.012   0.014   0.014
Bottom        -0.000  -0.031  -0.022  -0.042  -0.080  -0.107  -0.123  -0.129
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.004   0.007   0.014   0.019   0.022   0.023
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.014  -0.010  -0.019  -0.035  -0.047  -0.055  -0.057
 
LL+I(+)
Topping-top   -0.000   0.093   0.064   0.123   0.225   0.288   0.324   0.333
Precast-top   -0.000   0.026   0.018   0.035   0.064   0.082   0.092   0.094
Bottom        -0.000  -0.233  -0.163  -0.310  -0.567  -0.725  -0.816  -0.838
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.111   0.077   0.147   0.271   0.350   0.395   0.407 
Precast-top    0.001   0.358   0.246   0.476   0.896   1.194   1.373   1.433 
Bottom         0.348   1.476   1.108   1.303   0.699   0.292   0.052  -0.021 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
F_LL+I(+)
Topping-top   -0.000   0.102   0.071   0.137   0.258   0.341   0.387   0.394
Precast-top   -0.000   0.029   0.020   0.039   0.073   0.097   0.110   0.112
Bottom        -0.000  -0.258  -0.179  -0.344  -0.649  -0.859  -0.973  -0.992
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.111   0.077   0.149   0.281   0.372   0.422   0.431 
Precast-top    0.001   0.195   0.134   0.259   0.489   0.653   0.750   0.781 
Bottom         0.174   0.597   0.456   0.462  -0.016  -0.350  -0.539  -0.584 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 1,  STRENGTH I
Using General Beta Theta Tables 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
    166.8    6.0   37.3    0.186   0.0   1.00e-3 37.0    153.8     0.624    3.013      1.21
      0.0    0.2   37.1     31.5 0.166      31.5 2.00    12.00     0.085    1.503 
Transfer:   3.00
    148.8    6.0   37.3    1.118   0.0   1.00e-3 37.3    133.1     0.554    1.316      0.00
    306.7    1.3   36.6    189.0 0.151      32.2 2.08    12.00     0.085    1.659 
Critical:   3.55
    144.8    6.0   37.3    1.157   0.0   1.00e-3 37.3    128.5     0.535    1.263      0.00
    365.4    1.4   36.6    189.0 0.147      32.4 2.09    12.00     0.085    1.705 
0.1L    :   3.93
    142.1    6.0   37.3    1.182   0.0   0.90e-3 36.3    124.7     0.501    1.224      0.00
    406.2    1.4   36.5    189.0 0.144      33.2 2.14    12.00     0.085    1.736 
0.2L    :   7.87
    116.4    6.0   37.3    1.450   0.0   1.00e-3 36.9     96.3     0.398    0.765      0.00
    735.4    1.7   36.4    189.0 0.118      33.1 2.14    24.00     0.085    1.688 
0.3L    :  11.80
     91.8    6.0   37.3    1.717   0.0   0.81e-3 34.6     66.6     0.254    0.765      0.00
    942.4    2.0   36.2    189.0 0.094      35.3 2.30    24.00     0.085    2.318 
0.4L    :  15.73
     70.0    6.0   37.3    1.736   0.0   0.92e-3 35.5     42.8     0.168    0.300      0.00
   1052.6    2.1   36.2    189.0 0.072      35.0 2.28    24.00     0.085    1.430 
0.5L    :  19.67
     50.1    6.0   37.3    1.736   0.0   0.79e-3 34.2     19.5     0.085    0.300      0.00
   1076.5    2.1   36.2    189.0 0.051      36.1 2.35    24.00     0.085    2.087 
0.6L    :  23.60
     70.0    6.0   37.3    1.736   0.0   0.92e-3 35.5     42.8     0.168    0.300      0.00
   1052.6    2.1   36.2    189.0 0.072      35.0 2.28    24.00     0.085    1.430 
0.7L    :  27.53
     91.8    6.0   37.3    1.717   0.0   0.81e-3 34.6     66.6     0.254    0.765      0.00
    942.4    2.0   36.2    189.0 0.094      35.3 2.30    24.00     0.085    2.318 
0.8L    :  31.47
    116.4    6.0   37.3    1.450   0.0   1.00e-3 36.9     96.3     0.398    0.765      0.00
    735.4    1.7   36.4    189.0 0.118      33.1 2.14    24.00     0.085    1.688 
0.9L    :  35.40
    142.1    6.0   37.3    1.182   0.0   0.90e-3 36.3    124.7     0.501    1.224      0.00
    406.2    1.4   36.5    189.0 0.144      33.2 2.14    12.00     0.085    1.736 
Critical:  35.79
    144.8    6.0   37.3    1.157   0.0   1.00e-3 37.3    128.5     0.535    1.263      0.00
    365.4    1.4   36.6    189.0 0.147      32.4 2.09    12.00     0.085    1.705 
Transfer:  36.33
    148.8    6.0   37.3    1.118   0.0   1.00e-3 37.3    133.1     0.554    1.316      0.00
    306.7    1.3   36.6    189.0 0.151      32.2 2.08    12.00     0.085    1.659 
Bearing :  38.83
    166.8    6.0   37.3    0.186   0.0   1.00e-3 37.0    153.8     0.624    3.013      1.21
      0.0    0.2   37.1     31.5 0.166      31.5 2.00    12.00     0.085    1.503 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =    8.00
Abrst_rqrd, in2 =    0.85
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 1
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 9.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    166.8      4.99     37.25    0.23       37.14    24.00      0.090      1.438      0.494      0.533 
Transfer:      2.50
    148.8      4.52     37.25    1.34       36.58    24.00      0.090      1.282      0.400      0.533 
Critical:      3.05
    144.9      4.40     37.25    1.38       36.56    24.00      0.090      1.243      0.377      0.480 
0.1L    :      3.43
    142.1      4.32     37.25    1.41       36.54    24.00      0.090      1.215      0.360      0.480 
0.2L    :      7.37
    116.4      3.55     37.25    1.72       36.39    24.00      0.090      0.960      0.207      0.300 
0.3L    :     11.30
     91.8      2.81     37.25    2.04       36.23    24.00      0.090      0.713      0.059      0.300 
0.4L    :     15.23
     70.0      2.15     37.25    2.06       36.22    24.00      0.090      0.491      0.000      0.300 
0.5L    :     19.17
     50.1      1.54     37.25    2.06       36.22    24.00      0.090      0.287      0.000      0.300 
0.6L    :     23.10
     70.0      2.15     37.25    2.06       36.22    24.00      0.090      0.491      0.000      0.300 
0.7L    :     27.03
     91.8      2.81     37.25    2.04       36.23    24.00      0.090      0.713      0.059      0.300 
0.8L    :     30.97
    116.4      3.55     37.25    1.72       36.39    24.00      0.090      0.960      0.207      0.300 
0.9L    :     34.90
    142.1      4.32     37.25    1.41       36.54    24.00      0.090      1.215      0.360      0.480 
Critical:     35.29
    144.9      4.40     37.25    1.38       36.56    24.00      0.090      1.243      0.377      0.480 
Transfer:     35.83
    148.8      4.52     37.25    1.34       36.58    24.00      0.090      1.282      0.400      0.533 
Bearing :     38.33
    166.8      4.99     37.25    0.23       37.14    24.00      0.090      1.438      0.494      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.43 ft
Prestress      :       0.164  1.80      0.295  2.20      0.360
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
Deck + Haunch  :                       -0.062  2.30     -0.142
DL-Prec. (DC)  :                       -0.012  3.00     -0.035
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.019
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 7.37 ft
Prestress      :       0.294  1.80      0.529  2.20      0.647
Self Wt.       :      -0.064  1.85     -0.119  2.40     -0.155
Deck + Haunch  :                       -0.126  2.30     -0.290
DL-Prec. (DC)  :                       -0.024  3.00     -0.072
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.013  3.00     -0.040
DL-Comp. (DW)  :                       -0.006  3.00     -0.018
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 11.30 ft
Prestress      :       0.387  1.80      0.696  2.20      0.851
Self Wt.       :      -0.090  1.85     -0.167  2.40     -0.216
Deck + Haunch  :                       -0.176  2.30     -0.405
DL-Prec. (DC)  :                       -0.034  3.00     -0.101
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.018  3.00     -0.055
DL-Comp. (DW)  :                       -0.008  3.00     -0.025
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 15.23 ft
Prestress      :       0.443  1.80      0.797  2.20      0.974
Self Wt.       :      -0.107  1.85     -0.197  2.40     -0.256
Deck + Haunch  :                       -0.208  2.30     -0.479
DL-Prec. (DC)  :                       -0.040  3.00     -0.119
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.022  3.00     -0.065
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 19.17 ft
Prestress      :       0.461  1.80      0.830  2.20      1.015
Self Wt.       :      -0.112  1.85     -0.208  2.40     -0.269
Deck + Haunch  :                       -0.219  2.30     -0.505
DL-Prec. (DC)  :                       -0.042  3.00     -0.126
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.069
DL-Comp. (DW)  :                       -0.010  3.00     -0.031
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 23.10 ft
Prestress      :       0.443  1.80      0.797  2.20      0.974
Self Wt.       :      -0.107  1.85     -0.197  2.40     -0.256
Deck + Haunch  :                       -0.208  2.30     -0.479
DL-Prec. (DC)  :                       -0.040  3.00     -0.119
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.022  3.00     -0.065
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 27.03 ft
Prestress      :       0.387  1.80      0.696  2.20      0.851
Self Wt.       :      -0.090  1.85     -0.167  2.40     -0.216
Deck + Haunch  :                       -0.176  2.30     -0.405
DL-Prec. (DC)  :                       -0.034  3.00     -0.101
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.018  3.00     -0.055
DL-Comp. (DW)  :                       -0.008  3.00     -0.025
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 30.97 ft
Prestress      :       0.294  1.80      0.529  2.20      0.647
Self Wt.       :      -0.064  1.85     -0.119  2.40     -0.155
Deck + Haunch  :                       -0.126  2.30     -0.290
DL-Prec. (DC)  :                       -0.024  3.00     -0.072
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.013  3.00     -0.040
DL-Comp. (DW)  :                       -0.006  3.00     -0.018
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 34.90 ft
Prestress      :       0.164  1.80      0.295  2.20      0.360
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
Deck + Haunch  :                       -0.062  2.30     -0.142
DL-Prec. (DC)  :                       -0.012  3.00     -0.035
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.019
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
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
   305.3    32.3  1.398  266.3    1.6   1.34    979.9  0.070T 1.00       -       -     -     -  
H/2     :   1.68
   210.5    32.3  1.015  267.3    1.1   0.97    717.9  0.097T 1.00       -       -     -     -  
0.1L    :   3.43
   406.2    32.3  1.477  266.1    1.7   1.41   1033.5  0.066T 1.00       -       -     -     -  
0.2L    :   7.37
   752.6    32.3  1.812  265.2    2.0   1.72   1257.1  0.054T 1.00       -       -     -     -  
0.3L    :  11.30
   976.2    32.3  2.146  264.4    2.4   2.04   1477.0  0.045T 1.00       -       -     -     -  
0.4L    :  15.23
  1106.4    32.3  2.170  264.3    2.4   2.06   1492.3  0.044T 1.00   1092.3  1092.3    1.37    -  
0.5L    :  19.17
  1143.1    32.3  2.170  264.3    2.4   2.06   1492.3  0.044T 1.00   1083.0  1083.0    1.38    -  
0.6L    :  23.10
  1106.4    32.3  2.170  264.3    2.4   2.06   1492.3  0.044T 1.00   1092.3  1092.3    1.37    -  
0.7L    :  27.03
   976.2    32.3  2.146  264.4    2.4   2.04   1477.0  0.045T 1.00   1119.6  1119.6    1.32    -  
0.8L    :  30.97
   752.6    32.3  1.812  265.2    2.0   1.72   1257.1  0.054T 1.00       -       -     -     -  
0.9L    :  34.90
   406.2    32.3  1.477  266.1    1.7   1.41   1033.5  0.066T 1.00       -       -     -     -  
H/2     :  36.66
   210.5    32.3  1.015  267.3    1.1   0.97    717.9  0.097T 1.00       -       -     -     -  
Transfer:  35.83
   305.3    32.3  1.398  266.3    1.6   1.34    979.9  0.070T 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    -0.155
        M   2.00 Fb     0.579
 
  2   1 E  29.00 Ft     0.316
        M  29.00 Fb     0.451
 
  3   1 E  27.00 Ft     0.743
        M  27.00 Fb     0.358
 
  4   2 E   4.00 Ft     0.566
        M   4.00 Fb     0.954
 
  5   2 E   4.00 Ft     0.388
        M   4.00 Fb     1.549
 
  6   2 E   2.00 Ft     0.122
        M   2.00 Fb     2.213
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-A       
Precast Length, ft: 39.33            Release Length, ft: 38.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.41 %               Final losses: 15.01 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.228     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.101       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  1492.34     1143.06     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   0.074     Midspan
    Pre.Top:   3.000   1.457     Midspan    2.250   1.339     Midspan
    Pre.Bot:   3.000   1.418    Transfer    2.250   1.710    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.001     Bearing
    Pre.Bot:  -0.420  -0.021     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.781     Midspan
    Pre.Bot:                                                             2.000   0.597    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  19.17 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.461  1.80      0.830  2.20      1.015
Self Wt.       :      -0.112  1.85     -0.208  2.40     -0.269
Deck + Haunch  :                       -0.219  2.30     -0.505
DL-Prec. (DC)  :                       -0.042  3.00     -0.126
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.069
DL-Comp. (DW)  :                       -0.010  3.00     -0.031
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-A                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  4.000 in    Bot =  5.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Interior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  13.000 in
Effective width  =  90.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.070      0.00       0.070   38.33
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    19.17 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 39.333 ft
Release length = 38.333 ft
Design  length = 38.333 ft
 
Kern points:
------------
Upper    =   21.84 in
Lower    =    7.95 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.693   (Calculated)    
Live Moment (1  lane  loaded)  : 0.530   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.073   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.898   (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                  =        311.5 in2           1012.1 in2#
Total Height          =        32.00 in             40.25 in  
Mom. of Inertia (Ixx) =        34082 in4           144770 in4#
Ht. of c.g.           =        14.05 in             29.48 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        324.5 plf           1057.8 plf   
Mom. of Inertia (Iyy) =       4083.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     1.68     3.43     7.37    11.30    15.23    19.17
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    313.7    324.5    321.0    324.5    324.5    324.5    324.5    324.5
  Yb      ,  in    14.01    13.81    13.87    13.81    13.81    13.81    13.81    13.81
  MI(Ixx) , in4    34161    34540    34418    34540    34540    34540    34540    34540
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1014.2   1024.4   1021.0   1024.4   1024.4   1024.4   1024.4   1024.4
  Yb      ,  in    29.43    29.22    29.29    29.22    29.22    29.22    29.22    29.22
  MI(Ixx) , in4   145710   150356   148837   150356   150356   150356   150356   150356

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        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 8.00 in):
     4 @  2.000 in     4 @  4.000 in     1 @ 27.000 in     1 @ 29.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.116 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.145 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.154 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)       
-------------------------------------------------------------------------------------
       393.330         740 291.064      3.151 12762.767   288.999      88.437        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1460      3.1460    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3960      0.6460     No
      2      US#5[M16]       60.00        0.62       7.50       0.6460      1.2710     No
      2      US#5[M16]       60.00        0.62       9.00       1.2710      2.7710     No
      2      US#5[M16]       60.00        0.62       9.50       2.7710      3.5630     No
      2      US#5[M16]       60.00        0.62      10.00       3.5630      4.3999     No
      2      US#5[M16]       60.00        0.62      10.13       4.3999      5.2500     No
      2      US#5[M16]       60.00        0.62      13.13       5.2500      6.3501     No
      2      US#5[M16]       60.00        0.62      16.00*      6.3501     14.3330     No
      2      US#4[M13]       60.00        0.40      10.00       3.1460      4.8199    Yes
      2      US#4[M13]       60.00        0.40      10.25       4.8199      5.6801    Yes
      2      US#4[M13]       60.00        0.40      16.00*      5.6801     33.6529    Yes
      2      US#4[M13]       60.00        0.40      10.25      33.6529     34.5131    Yes
      2      US#4[M13]       60.00        0.40      10.00      34.5131     36.1870    Yes
      2      US#5[M16]       60.00        0.62      16.00*     25.0000     32.9829     No
      2      US#5[M16]       60.00        0.62      13.13      32.9829     34.0830     No
      2      US#5[M16]       60.00        0.62      10.13      34.0830     34.9331     No
      2      US#5[M16]       60.00        0.62      10.00      34.9331     35.7700     No
      2      US#5[M16]       60.00        0.62       9.50      35.7700     36.5620     No
      2      US#5[M16]       60.00        0.62       9.00      36.5620     38.0620     No
      2      US#5[M16]       60.00        0.62       7.50      38.0620     38.6870     No
      2      US#5[M16]       60.00        0.62       3.00      38.6870     38.9370     No
      2      US#4[M13]       60.00        0.40       9.00      36.1870     39.1870    Yes
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#5[M16]           2.00 0.620  0.0000 39.3330       2.00 
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           1.50 0.200 35.3330 39.3330       6.50 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  8.00 in
         P_init    =      425.4 kips  Ecc =  6.05 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    10.60 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.512 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.02 ksi    0.00 ksi
    due to Composite Loads                                 -0.89 ksi    0.00 ksi
    due to Live Loads                                      -4.30 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                        12.41 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 10.60 ksi  ( 5.41 %)            18.52 ksi ( 9.45 %)
Total Prestress Losses                                    29.12 ksi (14.85 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 166.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    14.5    10.0    19.4    37.0    49.6    57.1    59.6
(Max)       V       6.2     5.4     5.7     5.1     3.8     2.6     1.3     0.0
DL-Prec.  : M       0.0     3.1     2.2     4.2     8.0    10.7    12.4    12.9
DC(Max)     V       1.3     1.2     1.2     1.1     0.8     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    32.8    22.5    43.9    83.6   112.0   129.0   134.7
Haunch (Max)V      14.1    12.2    12.8    11.5     8.7     5.8     2.9     0.0
Diaphragm : M       0.0     0.4     0.2     0.5     1.0     1.6     2.2     2.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.3     9.1    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.2     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     4.1     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.3     2.1     1.6     1.0     0.5     0.0
LL + I    : M+      0.0   132.8    91.7   176.2   322.8   412.8   464.3   477.2
            V      90.9    81.7    84.7    78.2    65.3    52.6     6.4    31.9
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    90.9    81.7    84.7    78.2    65.6    53.7    43.8    35.2
            M       0.0   133.6    92.8   176.2   312.3   392.1   431.4   436.5
Total     : M+      0.0   202.9   139.8   270.0   501.5   652.3   740.5   766.0
            V     120.9   107.8   112.1   102.9    83.8    65.0    12.7    32.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   120.9   107.8   112.1   102.9    84.1    66.1    50.1    35.4
            M       0.0   203.7   140.9   270.0   490.9   631.6   707.6   725.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.66   35.83   38.33
Self wt.  : M      57.1    49.6    37.0    19.4    10.0    14.5     0.0
(Max)       V       1.3     2.6     3.8     5.1     5.7     5.4     6.2
DL-Prec.  : M      12.4    10.7     8.0     4.2     2.2     3.1     0.0
DC(Max)     V       0.3     0.6     0.8     1.1     1.2     1.2     1.3
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
Deck +    : M     129.0   112.0    83.6    43.9    22.5    32.8     0.0
Haunch (Max)V       2.9     5.8     8.7    11.5    12.8    12.2    14.1
Diaphragm : M       2.2     1.6     1.0     0.5     0.2     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      52.3    45.4    33.9    17.8     9.1    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.2     5.0     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     4.1     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
LL + I    : M+    464.3   412.8   322.8   176.2    91.7   132.8     0.0
            V       6.4    52.6    65.3    78.2    84.7    81.7    90.9
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    43.8    53.7    65.6    78.2    84.7    81.7    90.9
            M     431.4   392.1   312.3   176.2    92.8   133.6     0.0
Total     : M+    740.5   652.3   501.5   270.0   139.8   202.9     0.0
            V      12.7    65.0    83.8   102.9   112.1   107.8   120.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    50.1    66.1    84.1   102.9   112.1   107.8   120.9
            M     707.6   631.6   490.9   270.0   140.9   203.7     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                6.2              6.2
Deck+Haunch            14.1             14.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.3              1.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           28.5             28.5
DL-Comp.(DW)           12.6             12.6
Live                   66.7             66.7
        Truck          54.5             54.5
        Lane           12.3             12.3
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    14.5    10.0    19.4    37.0    49.6    57.1    59.6
(Max)       V       6.2     5.4     5.7     5.1     3.8     2.6     1.3     0.0
DL-Prec.  : M       0.0     3.1     2.2     4.2     8.0    10.7    12.4    12.9
DC(Max)     V       1.3     1.2     1.2     1.1     0.8     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    32.8    22.5    43.9    83.6   112.0   129.0   134.7
Haunch (Max)V      14.1    12.2    12.8    11.5     8.7     5.8     2.9     0.0
Diaphragm : M       0.0     0.4     0.2     0.5     1.0     1.6     2.2     2.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.3     9.1    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.2     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     4.1     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.3     2.1     1.6     1.0     0.5     0.0
LL + I    : M+      0.0   106.2    73.4   141.0   258.2   330.2   371.4   381.8
            V      72.7    65.3    67.8    62.6    52.2    42.1     5.1    25.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    72.7    65.3    67.8    62.6    52.5    43.0    35.1    28.2
            M       0.0   106.9    74.2   141.0   249.8   313.7   345.1   349.2
Total     : M+      0.0   176.3   121.5   234.8   436.9   569.7   647.6   670.6
            V     102.7    91.4    95.1    87.2    70.7    54.5    11.4    25.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   102.7    91.4    95.1    87.2    71.0    55.3    41.3    28.3
            M       0.0   177.0   122.3   234.8   428.5   553.2   621.3   638.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.66   35.83   38.33
Self wt.  : M      57.1    49.6    37.0    19.4    10.0    14.5     0.0
(Max)       V       1.3     2.6     3.8     5.1     5.7     5.4     6.2
DL-Prec.  : M      12.4    10.7     8.0     4.2     2.2     3.1     0.0
DC(Max)     V       0.3     0.6     0.8     1.1     1.2     1.2     1.3
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
Deck +    : M     129.0   112.0    83.6    43.9    22.5    32.8     0.0
Haunch (Max)V       2.9     5.8     8.7    11.5    12.8    12.2    14.1
Diaphragm : M       2.2     1.6     1.0     0.5     0.2     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      52.3    45.4    33.9    17.8     9.1    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.2     5.0     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     4.1     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
LL + I    : M+    371.4   330.2   258.2   141.0    73.4   106.2     0.0
            V       5.1    42.1    52.2    62.6    67.8    65.3    72.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.1    43.0    52.5    62.6    67.8    65.3    72.7
            M     345.1   313.7   249.8   141.0    74.2   106.9     0.0
Total     : M+    647.6   569.7   436.9   234.8   121.5   176.3     0.0
            V      11.4    54.5    70.7    87.2    95.1    91.4   102.7
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    41.3    55.3    71.0    87.2    95.1    91.4   102.7
            M     621.3   553.2   428.5   234.8   122.3   177.0     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    18.2    12.5    24.3    46.3    61.9    71.4    74.5
(Max)       V       7.8     6.8     7.1     6.4     4.8     3.2     1.6     0.0
Self wt.  : M       0.0    13.1     9.0    17.5    33.3    44.6    51.4    53.6
(Min)       V       5.6     4.9     5.1     4.6     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     3.9     2.7     5.3    10.0    13.4    15.5    16.1
DC(Max)     V       1.7     1.5     1.5     1.4     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     2.8     1.9     3.8     7.2     9.7    11.1    11.6
DC(Min)     V       1.2     1.1     1.1     1.0     0.7     0.5     0.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    41.1    28.2    54.9   104.6   140.0   161.3   168.4
Haunch (Max)V      17.6    15.3    16.0    14.4    10.8     7.2     3.6     0.0
Deck +    : M       0.0    29.6    20.3    39.5    75.3   100.8   116.1   121.2
Haunch (Min)V      12.6    11.0    11.5    10.4     7.8     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.3     0.6     1.3     2.0     2.7     3.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.4     0.9     1.4     2.0     2.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    16.6    11.4    22.3    42.4    56.8    65.4    68.3
DC(Max)     V       7.1     6.2     6.5     5.8     4.4     2.9     1.5     0.0
DL-Comp   : M       0.0    12.0     8.2    16.0    30.5    40.9    47.1    49.2
DC(Min)     V       5.1     4.5     4.7     4.2     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     8.9     6.1    11.9    22.6    30.2    34.8    36.4
DW(Max)     V       3.8     3.3     3.5     3.1     2.3     1.6     0.8     0.0
DL-Comp   : M       0.0     3.8     2.6     5.1     9.8    13.1    15.1    15.8
DW(Min)     V       1.6     1.4     1.5     1.3     1.0     0.7     0.3     0.0
LL + I    : M+      0.0   232.4   160.5   308.4   564.8   722.3   812.5   835.1
            V     159.0   142.9   148.2   136.9   114.2    92.1    11.2    55.9
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   159.0   142.9   148.2   136.9   114.8    94.0    76.7    61.7
            M       0.0   233.8   162.4   308.4   546.4   686.2   754.9   763.8
Total     : M+      0.0   321.5   221.6   427.6   792.0  1026.8  1163.6  1202.2
            V     197.1   176.1   183.0   168.2   137.8   107.9    19.2    56.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   197.1   176.1   183.0   168.2   138.3   109.7    84.6    61.8
            M       0.0   323.0   223.5   427.6   773.6   990.6  1105.9  1130.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.66   35.83   38.33
Self wt.  : M      71.4    61.9    46.3    24.3    12.5    18.2     0.0
(Max)       V       1.6     3.2     4.8     6.4     7.1     6.8     7.8
Self wt.  : M      51.4    44.6    33.3    17.5     9.0    13.1     0.0
(Min)       V       1.1     2.3     3.4     4.6     5.1     4.9     5.6
DL-Prec.  : M      15.5    13.4    10.0     5.3     2.7     3.9     0.0
DC(Max)     V       0.3     0.7     1.0     1.4     1.5     1.5     1.7
DL-Prec.  : M      11.1     9.7     7.2     3.8     1.9     2.8     0.0
DC(Min)     V       0.2     0.5     0.7     1.0     1.1     1.1     1.2
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
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     161.3   140.0   104.6    54.9    28.2    41.1     0.0
Haunch (Max)V       3.6     7.2    10.8    14.4    16.0    15.3    17.6
Deck +    : M     116.1   100.8    75.3    39.5    20.3    29.6     0.0
Haunch (Min)V       2.6     5.2     7.8    10.4    11.5    11.0    12.6
Diaphragm : M       2.7     2.0     1.3     0.6     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.0     1.4     0.9     0.4     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      65.4    56.8    42.4    22.3    11.4    16.6     0.0
DC(Max)     V       1.5     2.9     4.4     5.8     6.5     6.2     7.1
DL-Comp   : M      47.1    40.9    30.5    16.0     8.2    12.0     0.0
DC(Min)     V       1.1     2.1     3.2     4.2     4.7     4.5     5.1
DL-Comp   : M      34.8    30.2    22.6    11.9     6.1     8.9     0.0
DW(Max)     V       0.8     1.6     2.3     3.1     3.5     3.3     3.8
DL-Comp   : M      15.1    13.1     9.8     5.1     2.6     3.8     0.0
DW(Min)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
LL + I    : M+    812.5   722.3   564.8   308.4   160.5   232.4     0.0
            V      11.2    92.1   114.2   136.9   148.2   142.9   159.0
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    76.7    94.0   114.8   136.9   148.2   142.9   159.0
            M     754.9   686.2   546.4   308.4   162.4   233.8     0.0
Total     : M+   1163.6  1026.8   792.0   427.6   221.6   321.5     0.0
            V      19.2   107.9   137.8   168.2   183.0   176.1   197.1
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    84.6   109.7   138.3   168.2   183.0   176.1   197.1
            M    1105.9   990.6   773.6   427.6   223.5   323.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                7.8              7.8
Deck+Haunch            17.6             17.6
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.7              1.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           35.6             35.6
DL-Comp.(DW)           19.0             19.0
Live                  116.8            116.8
        Truck          95.3             95.3
        Lane           21.5             21.5
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    14.5    10.0    19.4    37.0    49.6    57.1    59.6
(Max)       V       6.2     5.4     5.7     5.1     3.8     2.6     1.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     3.1     2.2     4.2     8.0    10.7    12.4    12.9
DC(Max)     V       1.3     1.2     1.2     1.1     0.8     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    32.8    22.5    43.9    83.6   112.0   129.0   134.7
Haunch (Max)V      14.1    12.2    12.8    11.5     8.7     5.8     2.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.2     0.5     1.0     1.6     2.2     2.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     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    13.3     9.1    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.2     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     5.9     4.1     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.3     2.1     1.6     1.0     0.5     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    90.8    62.4   121.2   228.7   302.5   342.8   349.5
            V      70.4    62.7    65.2    59.8    52.5    45.3    38.1    30.9
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    70.4    62.7    65.2    59.8    52.5    45.3    38.1    30.9
            M       0.0    90.8    62.4   121.2   228.7   302.5   342.8   349.5
Total     : M+      0.0   160.9   110.5   215.0   407.4   542.0   619.0   638.3
            V     100.4    88.8    92.6    84.4    71.1    57.7    44.4    31.0
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   100.4    88.8    92.6    84.4    71.1    57.7    44.4    31.0
            M       0.0   160.9   110.5   215.0   407.4   542.0   619.0   638.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.66   35.83   38.33
Self wt.  : M      57.1    49.6    37.0    19.4    10.0    14.5     0.0
(Max)       V       1.3     2.6     3.8     5.1     5.7     5.4     6.2
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      12.4    10.7     8.0     4.2     2.2     3.1     0.0
DC(Max)     V       0.3     0.6     0.8     1.1     1.2     1.2     1.3
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     129.0   112.0    83.6    43.9    22.5    32.8     0.0
Haunch (Max)V       2.9     5.8     8.7    11.5    12.8    12.2    14.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       2.2     1.6     1.0     0.5     0.2     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      52.3    45.4    33.9    17.8     9.1    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.2     5.0     5.7
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      23.2    20.2    15.1     7.9     4.1     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
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+    342.8   302.5   228.7   121.2    62.4    90.8     0.0
            V      38.1    45.3    52.5    59.8    65.2    62.7    70.4
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    38.1    45.3    52.5    59.8    65.2    62.7    70.4
            M     342.8   302.5   228.7   121.2    62.4    90.8     0.0
Total     : M+    619.0   542.0   407.4   215.0   110.5   160.9     0.0
            V      44.4    57.7    71.1    84.4    92.6    88.8   100.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    44.4    57.7    71.1    84.4    92.6    88.8   100.4
            M     619.0   542.0   407.4   215.0   110.5   160.9     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    2.50    3.43    7.37   11.30   15.23   19.17   13.27
 
Beam-Self
Precast-top    0.092   0.123   0.234   0.313   0.361   0.377   0.341 
Bottom        -0.070  -0.093  -0.178  -0.238  -0.274  -0.286  -0.259 
 
Prestress
Precast-top    0.010   0.010   0.010   0.010   0.010   0.010   0.010 
Bottom         2.298   2.298   2.298   2.298   2.298   2.298   2.298 
 
Total
Precast-top    0.101   0.133   0.244   0.323   0.370   0.386   0.351 
Bottom         2.228   2.205   2.121   2.060   2.024   2.012   2.039 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.12 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top    0.001   0.008   0.006   0.008   0.008   0.008   0.008   0.008
Bottom         0.348   1.996   1.470   1.996   1.996   1.996   1.996   1.996
 
Self wt.
Precast-top   -0.000   0.092   0.063   0.123   0.234   0.313   0.361   0.377
Bottom        -0.000  -0.070  -0.048  -0.093  -0.178  -0.238  -0.274  -0.286
 
DL-Prec (DC)
Precast-top   -0.000   0.020   0.014   0.027   0.051   0.068   0.078   0.082
Bottom        -0.000  -0.015  -0.010  -0.020  -0.038  -0.052  -0.059  -0.062
 
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   0.002   0.002   0.003   0.007   0.010   0.014   0.017
Bottom        -0.000  -0.002  -0.001  -0.002  -0.005  -0.008  -0.010  -0.013
 
Deck + Haunch
Precast-top   -0.000   0.208   0.142   0.278   0.529   0.708   0.816   0.851
Bottom        -0.000  -0.158  -0.109  -0.211  -0.401  -0.537  -0.619  -0.646
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.008   0.016   0.030   0.040   0.046   0.048
Precast-top   -0.000   0.003   0.002   0.004   0.008   0.010   0.012   0.012
Bottom        -0.000  -0.031  -0.022  -0.042  -0.079  -0.106  -0.122  -0.127
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.004   0.007   0.013   0.018   0.020   0.021
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.004   0.005   0.005
Bottom        -0.000  -0.014  -0.010  -0.018  -0.035  -0.047  -0.054  -0.057
 
LL+I(+)
Topping-top   -0.000   0.116   0.081   0.154   0.283   0.362   0.407   0.418
Precast-top   -0.000   0.029   0.020   0.039   0.072   0.092   0.103   0.106
Bottom        -0.000  -0.310  -0.217  -0.411  -0.753  -0.963  -1.083  -1.113
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.133   0.092   0.177   0.326   0.419   0.473   0.487 
Precast-top    0.001   0.364   0.250   0.483   0.911   1.214   1.396   1.459 
Bottom         0.348   1.398   1.054   1.199   0.507   0.047  -0.225  -0.307 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.012   0.023   0.043   0.057   0.066   0.069 
Precast-top    0.001   0.334   0.230   0.444   0.839   1.122   1.293   1.353 
Bottom         0.348   1.708   1.270   1.610   1.260   1.009   0.858   0.806 
 

 
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    2.50    3.43    7.37   11.30   15.23   19.17   13.27
 
Beam-Self
Precast-top    0.092   0.123   0.234   0.313   0.361   0.377   0.341 
Bottom        -0.070  -0.093  -0.178  -0.238  -0.274  -0.286  -0.259 
 
Prestress
Precast-top    0.010   0.010   0.010   0.010   0.010   0.010   0.010 
Bottom         2.298   2.298   2.298   2.298   2.298   2.298   2.298 
 
Total
Precast-top    0.101   0.133   0.244   0.323   0.370   0.386   0.351 
Bottom         2.228   2.205   2.121   2.060   2.024   2.012   2.039 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.820   0.620   0.620   0.620   0.620   0.620 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.12 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top    0.001   0.008   0.006   0.008   0.008   0.008   0.008   0.008
Bottom         0.348   1.996   1.470   1.996   1.996   1.996   1.996   1.996
 
Self wt.
Precast-top   -0.000   0.092   0.063   0.123   0.234   0.313   0.361   0.377
Bottom        -0.000  -0.070  -0.048  -0.093  -0.178  -0.238  -0.274  -0.286
 
DL-Prec (DC)
Precast-top   -0.000   0.020   0.014   0.027   0.051   0.068   0.078   0.082
Bottom        -0.000  -0.015  -0.010  -0.020  -0.038  -0.052  -0.059  -0.062
 
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   0.002   0.002   0.003   0.007   0.010   0.014   0.017
Bottom        -0.000  -0.002  -0.001  -0.002  -0.005  -0.008  -0.010  -0.013
 
Deck + Haunch
Precast-top   -0.000   0.208   0.142   0.278   0.529   0.708   0.816   0.851
Bottom        -0.000  -0.158  -0.109  -0.211  -0.401  -0.537  -0.619  -0.646
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.008   0.016   0.030   0.040   0.046   0.048
Precast-top   -0.000   0.003   0.002   0.004   0.008   0.010   0.012   0.012
Bottom        -0.000  -0.031  -0.022  -0.042  -0.079  -0.106  -0.122  -0.127
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.004   0.007   0.013   0.018   0.020   0.021
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.004   0.005   0.005
Bottom        -0.000  -0.014  -0.010  -0.018  -0.035  -0.047  -0.054  -0.057
 
LL+I(+)
Topping-top   -0.000   0.093   0.065   0.123   0.226   0.289   0.325   0.334
Precast-top   -0.000   0.024   0.016   0.031   0.057   0.073   0.082   0.085
Bottom        -0.000  -0.248  -0.173  -0.329  -0.602  -0.770  -0.866  -0.890
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.110   0.076   0.146   0.269   0.347   0.392   0.404 
Precast-top    0.001   0.358   0.246   0.476   0.896   1.195   1.376   1.438 
Bottom         0.348   1.460   1.097   1.281   0.658   0.239  -0.008  -0.085 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
F_LL+I(+)
Topping-top   -0.000   0.080   0.055   0.106   0.200   0.265   0.300   0.306
Precast-top   -0.000   0.020   0.014   0.027   0.051   0.067   0.076   0.078
Bottom        -0.000  -0.212  -0.147  -0.283  -0.533  -0.706  -0.799  -0.815
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.088   0.061   0.117   0.222   0.294   0.333   0.341 
Precast-top    0.001   0.187   0.128   0.249   0.470   0.628   0.723   0.754 
Bottom         0.174   0.642   0.488   0.522   0.097  -0.201  -0.371  -0.412 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 2,  STRENGTH I
Using General Beta Theta Tables 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
    197.1    6.0   37.3    0.186   0.0   1.00e-3 36.2    190.5     0.750    3.013      1.66
      0.0    0.2   37.1     31.5 0.197      28.6 1.81    12.00     0.085    1.272 
Transfer:   3.00
    176.1    6.0   37.3    1.116   0.0   1.00e-3 36.7    165.5     0.674    1.316      0.00
    323.0    1.2   36.6    189.0 0.178      30.1 1.94    12.00     0.085    1.405 
Critical:   3.55
    171.3    6.0   37.3    1.155   0.0   1.00e-3 36.8    159.8     0.654    1.263      0.00
    385.1    1.3   36.6    189.0 0.173      30.6 1.97    12.00     0.085    1.443 
0.1L    :   3.93
    168.2    6.0   37.3    1.180   0.0   1.00e-3 36.9    156.2     0.640    1.224      0.00
    427.6    1.3   36.6    189.0 0.170      30.8 1.98    12.00     0.085    1.469 
0.2L    :   7.87
    138.3    6.0   37.3    1.447   0.0   1.00e-3 37.2    121.2     0.504    0.765      0.00
    773.6    1.6   36.5    189.0 0.140      32.5 2.10    12.00     0.085    1.407 
0.3L    :  11.80
    109.7    6.0   37.3    1.715   0.0   1.00e-3 36.8     88.7     0.366    0.765      0.00
    990.6    1.9   36.3    189.0 0.112      33.2 2.16    24.00     0.085    1.794 
0.4L    :  15.73
     84.6    6.0   37.3    1.736   0.0   1.00e-3 36.5     60.1     0.245    0.300      0.00
   1105.9    1.9   36.3    189.0 0.086      34.0 2.21    24.00     0.085    1.143 
0.5L    :  19.67
     61.8    6.0   37.3    1.736   0.0   1.00e-3 36.4     34.4     0.140    0.300      0.00
   1130.9    1.9   36.3    189.0 0.063      34.3 2.23    24.00     0.085    1.575 
0.6L    :  23.60
     84.6    6.0   37.3    1.736   0.0   1.00e-3 36.5     60.1     0.245    0.300      0.00
   1105.9    1.9   36.3    189.0 0.086      34.0 2.21    24.00     0.085    1.143 
0.7L    :  27.53
    109.7    6.0   37.3    1.715   0.0   1.00e-3 36.8     88.7     0.366    0.765      0.00
    990.6    1.9   36.3    189.0 0.112      33.2 2.16    24.00     0.085    1.794 
0.8L    :  31.47
    138.3    6.0   37.3    1.447   0.0   1.00e-3 37.2    121.2     0.504    0.765      0.00
    773.6    1.6   36.5    189.0 0.140      32.5 2.10    12.00     0.085    1.407 
0.9L    :  35.40
    168.2    6.0   37.3    1.180   0.0   1.00e-3 36.9    156.2     0.640    1.224      0.00
    427.6    1.3   36.6    189.0 0.170      30.8 1.98    12.00     0.085    1.469 
Critical:  35.78
    171.3    6.0   37.3    1.155   0.0   1.00e-3 36.8    159.8     0.654    1.263      0.00
    385.1    1.3   36.6    189.0 0.173      30.6 1.97    12.00     0.085    1.443 
Transfer:  36.33
    176.1    6.0   37.3    1.116   0.0   1.00e-3 36.7    165.5     0.674    1.316      0.00
    323.0    1.2   36.6    189.0 0.178      30.1 1.94    12.00     0.085    1.405 
Bearing :  38.83
    197.1    6.0   37.3    0.186   0.0   1.00e-3 36.2    190.5     0.750    3.013      1.66
      0.0    0.2   37.1     31.5 0.197      28.6 1.81    12.00     0.085    1.272 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =    8.00
Abrst_rqrd, in2 =    0.85
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 2
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 9.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    197.1      5.90     37.25    0.20       37.15    24.00      0.090      1.741      0.675      0.533*
Transfer:      2.50
    176.1      5.34     37.25    1.22       36.64    24.00      0.090      1.555      0.564      0.533*
Critical:      3.05
    171.5      5.20     37.25    1.26       36.62    24.00      0.090      1.509      0.536      0.480*
0.1L    :      3.43
    168.2      5.11     37.25    1.28       36.61    24.00      0.090      1.477      0.517      0.480*
0.2L    :      7.37
    138.3      4.21     37.25    1.57       36.46    24.00      0.090      1.180      0.339      0.300*
0.3L    :     11.30
    109.7      3.36     37.25    1.86       36.32    24.00      0.090      0.894      0.167      0.300 
0.4L    :     15.23
     84.6      2.59     37.25    1.88       36.31    24.00      0.090      0.638      0.014      0.300 
0.5L    :     19.17
     61.8      1.89     37.25    1.88       36.31    24.00      0.090      0.406      0.000      0.300 
0.6L    :     23.10
     84.6      2.59     37.25    1.88       36.31    24.00      0.090      0.638      0.014      0.300 
0.7L    :     27.03
    109.7      3.36     37.25    1.86       36.32    24.00      0.090      0.894      0.167      0.300 
0.8L    :     30.97
    138.3      4.21     37.25    1.57       36.46    24.00      0.090      1.180      0.339      0.300*
0.9L    :     34.90
    168.2      5.11     37.25    1.28       36.61    24.00      0.090      1.477      0.517      0.480*
Critical:     35.28
    171.5      5.20     37.25    1.26       36.62    24.00      0.090      1.509      0.536      0.480*
Transfer:     35.83
    176.1      5.34     37.25    1.22       36.64    24.00      0.090      1.555      0.564      0.533*
Bearing :     38.33
    197.1      5.90     37.25    0.20       37.15    24.00      0.090      1.741      0.675      0.533*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.43 ft
Prestress      :       0.164  1.80      0.295  2.20      0.360
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
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          :       0.132            0.236            0.284
 
At 0.2 x L = 7.37 ft
Prestress      :       0.294  1.80      0.529  2.20      0.647
Self Wt.       :      -0.064  1.85     -0.119  2.40     -0.155
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          :       0.229            0.410            0.492
 
At 0.3 x L = 11.30 ft
Prestress      :       0.387  1.80      0.696  2.20      0.851
Self Wt.       :      -0.090  1.85     -0.167  2.40     -0.216
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          :       0.297            0.530            0.635
 
At 0.4 x L = 15.23 ft
Prestress      :       0.443  1.80      0.797  2.20      0.974
Self Wt.       :      -0.107  1.85     -0.197  2.40     -0.256
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          :       0.336            0.600            0.718
 
At 0.5 x L = 19.17 ft
Prestress      :       0.461  1.80      0.830  2.20      1.015
Self Wt.       :      -0.112  1.85     -0.208  2.40     -0.269
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          :       0.349            0.623            0.746
 
At 0.6 x L = 23.10 ft
Prestress      :       0.443  1.80      0.797  2.20      0.974
Self Wt.       :      -0.107  1.85     -0.197  2.40     -0.256
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          :       0.336            0.600            0.718
 
At 0.7 x L = 27.03 ft
Prestress      :       0.387  1.80      0.696  2.20      0.851
Self Wt.       :      -0.090  1.85     -0.167  2.40     -0.216
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          :       0.297            0.530            0.635
 
At 0.8 x L = 30.97 ft
Prestress      :       0.294  1.80      0.529  2.20      0.647
Self Wt.       :      -0.064  1.85     -0.119  2.40     -0.155
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          :       0.229            0.410            0.492
 
At 0.9 x L = 34.90 ft
Prestress      :       0.164  1.80      0.295  2.20      0.360
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
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          :       0.132            0.236            0.284
 

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
   321.5    32.3  1.395  266.6    1.4   1.22    981.1  0.077T 1.00       -       -     -     -  
H/2     :   1.68
   221.6    32.3  1.013  267.6    1.0   0.89    718.2  0.107T 1.00       -       -     -     -  
0.1L    :   3.43
   427.6    32.3  1.475  266.5    1.5   1.28   1035.1  0.073T 1.00       -       -     -     -  
0.2L    :   7.37
   792.0    32.3  1.809  265.7    1.8   1.57   1260.1  0.059T 1.00       -       -     -     -  
0.3L    :  11.30
  1026.8    32.3  2.143  264.9    2.2   1.86   1481.8  0.050T 1.00       -       -     -     -  
0.4L    :  15.23
  1163.6    32.3  2.170  264.8    2.2   1.88   1499.4  0.049T 1.00   1097.8  1097.8    1.37    -  
0.5L    :  19.17
  1202.2    32.3  2.170  264.8    2.2   1.88   1499.4  0.049T 1.00   1088.0  1088.0    1.38    -  
0.6L    :  23.10
  1163.6    32.3  2.170  264.8    2.2   1.88   1499.4  0.049T 1.00   1097.8  1097.8    1.37    -  
0.7L    :  27.03
  1026.8    32.3  2.143  264.9    2.2   1.86   1481.8  0.050T 1.00   1126.1  1126.1    1.32    -  
0.8L    :  30.97
   792.0    32.3  1.809  265.7    1.8   1.57   1260.1  0.059T 1.00       -       -     -     -  
0.9L    :  34.90
   427.6    32.3  1.475  266.5    1.5   1.28   1035.1  0.073T 1.00       -       -     -     -  
H/2     :  36.66
   221.6    32.3  1.013  267.6    1.0   0.89    718.2  0.107T 1.00       -       -     -     -  
Transfer:  35.83
   321.5    32.3  1.395  266.6    1.4   1.22    981.1  0.077T 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    -0.155
        M   2.00 Fb     0.579
 
  2   1 E  29.00 Ft     0.316
        M  29.00 Fb     0.451
 
  3   1 E  27.00 Ft     0.743
        M  27.00 Fb     0.358
 
  4   2 E   4.00 Ft     0.566
        M   4.00 Fb     0.954
 
  5   2 E   4.00 Ft     0.388
        M   4.00 Fb     1.549
 
  6   2 E   2.00 Ft     0.122
        M   2.00 Fb     2.213
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-A       
Precast Length, ft: 39.33            Release Length, ft: 38.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.41 %               Final losses: 14.85 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.228     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.101       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  1499.44     1202.17     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   0.487     Midspan    1.800   0.069     Midspan
    Pre.Top:   3.000   1.459     Midspan    2.250   1.353     Midspan
    Pre.Bot:   3.000   1.398    Transfer    2.250   1.708    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.001     Bearing
    Pre.Bot:  -0.420  -0.085     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.754     Midspan
    Pre.Bot:                                                             2.000   0.642    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  19.17 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.461  1.80      0.830  2.20      1.015
Self Wt.       :      -0.112  1.85     -0.208  2.40     -0.269
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          :       0.349            0.623            0.746
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-A                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  4.000 in    Bot =  5.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Interior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  13.000 in
Effective width  =  90.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.070      0.00       0.070   38.33
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    19.17 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 39.333 ft
Release length = 38.333 ft
Design  length = 38.333 ft
 
Kern points:
------------
Upper    =   21.84 in
Lower    =    7.95 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.693   (Calculated)    
Live Moment (1  lane  loaded)  : 0.530   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.073   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.898   (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                  =        311.5 in2           1012.1 in2#
Total Height          =        32.00 in             40.25 in  
Mom. of Inertia (Ixx) =        34082 in4           144770 in4#
Ht. of c.g.           =        14.05 in             29.48 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        324.5 plf           1057.8 plf   
Mom. of Inertia (Iyy) =       4083.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     1.68     3.43     7.37    11.30    15.23    19.17
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    313.7    324.5    321.0    324.5    324.5    324.5    324.5    324.5
  Yb      ,  in    14.01    13.81    13.87    13.81    13.81    13.81    13.81    13.81
  MI(Ixx) , in4    34161    34540    34418    34540    34540    34540    34540    34540
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1014.2   1024.4   1021.0   1024.4   1024.4   1024.4   1024.4   1024.4
  Yb      ,  in    29.43    29.22    29.29    29.22    29.22    29.22    29.22    29.22
  MI(Ixx) , in4   145710   150356   148837   150356   150356   150356   150356   150356

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        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 8.00 in):
     4 @  2.000 in     4 @  4.000 in     1 @ 27.000 in     1 @ 29.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.116 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.145 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.154 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)       
-------------------------------------------------------------------------------------
       393.330         740 291.064      3.151 12762.767   288.999      88.437        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1460      3.1460    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3960      0.6460     No
      2      US#5[M16]       60.00        0.62       7.50       0.6460      1.2710     No
      2      US#5[M16]       60.00        0.62       9.00       1.2710      2.7710     No
      2      US#5[M16]       60.00        0.62       9.50       2.7710      3.5630     No
      2      US#5[M16]       60.00        0.62      10.00       3.5630      4.3999     No
      2      US#5[M16]       60.00        0.62      10.13       4.3999      5.2500     No
      2      US#5[M16]       60.00        0.62      13.13       5.2500      6.3501     No
      2      US#5[M16]       60.00        0.62      16.00*      6.3501     14.3330     No
      2      US#4[M13]       60.00        0.40      10.00       3.1460      4.8199    Yes
      2      US#4[M13]       60.00        0.40      10.25       4.8199      5.6801    Yes
      2      US#4[M13]       60.00        0.40      16.00*      5.6801     33.6529    Yes
      2      US#4[M13]       60.00        0.40      10.25      33.6529     34.5131    Yes
      2      US#4[M13]       60.00        0.40      10.00      34.5131     36.1870    Yes
      2      US#5[M16]       60.00        0.62      16.00*     25.0000     32.9829     No
      2      US#5[M16]       60.00        0.62      13.13      32.9829     34.0830     No
      2      US#5[M16]       60.00        0.62      10.13      34.0830     34.9331     No
      2      US#5[M16]       60.00        0.62      10.00      34.9331     35.7700     No
      2      US#5[M16]       60.00        0.62       9.50      35.7700     36.5620     No
      2      US#5[M16]       60.00        0.62       9.00      36.5620     38.0620     No
      2      US#5[M16]       60.00        0.62       7.50      38.0620     38.6870     No
      2      US#5[M16]       60.00        0.62       3.00      38.6870     38.9370     No
      2      US#4[M13]       60.00        0.40       9.00      36.1870     39.1870    Yes
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#5[M16]           2.00 0.620  0.0000 39.3330       2.00 
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           1.50 0.200 35.3330 39.3330       6.50 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  8.00 in
         P_init    =      425.4 kips  Ecc =  6.05 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    10.60 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.512 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.02 ksi    0.00 ksi
    due to Composite Loads                                 -0.89 ksi    0.00 ksi
    due to Live Loads                                      -4.30 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                        12.41 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 10.60 ksi  ( 5.41 %)            18.52 ksi ( 9.45 %)
Total Prestress Losses                                    29.12 ksi (14.85 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 166.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    14.5    10.0    19.4    37.0    49.6    57.1    59.6
(Max)       V       6.2     5.4     5.7     5.1     3.8     2.6     1.3     0.0
DL-Prec.  : M       0.0     3.1     2.2     4.2     8.0    10.7    12.4    12.9
DC(Max)     V       1.3     1.2     1.2     1.1     0.8     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    32.8    22.5    43.9    83.6   112.0   129.0   134.7
Haunch (Max)V      14.1    12.2    12.8    11.5     8.7     5.8     2.9     0.0
Diaphragm : M       0.0     0.4     0.2     0.5     1.0     1.6     2.2     2.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.3     9.1    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.2     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     4.1     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.3     2.1     1.6     1.0     0.5     0.0
LL + I    : M+      0.0   132.8    91.7   176.2   322.8   412.8   464.3   477.2
            V      90.9    81.7    84.7    78.2    65.3    52.6     6.4    31.9
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    90.9    81.7    84.7    78.2    65.6    53.7    43.8    35.2
            M       0.0   133.6    92.8   176.2   312.3   392.1   431.4   436.5
Total     : M+      0.0   202.9   139.8   270.0   501.5   652.3   740.5   766.0
            V     120.9   107.8   112.1   102.9    83.8    65.0    12.7    32.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   120.9   107.8   112.1   102.9    84.1    66.1    50.1    35.4
            M       0.0   203.7   140.9   270.0   490.9   631.6   707.6   725.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.66   35.83   38.33
Self wt.  : M      57.1    49.6    37.0    19.4    10.0    14.5     0.0
(Max)       V       1.3     2.6     3.8     5.1     5.7     5.4     6.2
DL-Prec.  : M      12.4    10.7     8.0     4.2     2.2     3.1     0.0
DC(Max)     V       0.3     0.6     0.8     1.1     1.2     1.2     1.3
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
Deck +    : M     129.0   112.0    83.6    43.9    22.5    32.8     0.0
Haunch (Max)V       2.9     5.8     8.7    11.5    12.8    12.2    14.1
Diaphragm : M       2.2     1.6     1.0     0.5     0.2     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      52.3    45.4    33.9    17.8     9.1    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.2     5.0     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     4.1     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
LL + I    : M+    464.3   412.8   322.8   176.2    91.7   132.8     0.0
            V       6.4    52.6    65.3    78.2    84.7    81.7    90.9
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    43.8    53.7    65.6    78.2    84.7    81.7    90.9
            M     431.4   392.1   312.3   176.2    92.8   133.6     0.0
Total     : M+    740.5   652.3   501.5   270.0   139.8   202.9     0.0
            V      12.7    65.0    83.8   102.9   112.1   107.8   120.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    50.1    66.1    84.1   102.9   112.1   107.8   120.9
            M     707.6   631.6   490.9   270.0   140.9   203.7     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                6.2              6.2
Deck+Haunch            14.1             14.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.3              1.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           28.5             28.5
DL-Comp.(DW)           12.6             12.6
Live                   66.7             66.7
        Truck          54.5             54.5
        Lane           12.3             12.3
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    14.5    10.0    19.4    37.0    49.6    57.1    59.6
(Max)       V       6.2     5.4     5.7     5.1     3.8     2.6     1.3     0.0
DL-Prec.  : M       0.0     3.1     2.2     4.2     8.0    10.7    12.4    12.9
DC(Max)     V       1.3     1.2     1.2     1.1     0.8     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    32.8    22.5    43.9    83.6   112.0   129.0   134.7
Haunch (Max)V      14.1    12.2    12.8    11.5     8.7     5.8     2.9     0.0
Diaphragm : M       0.0     0.4     0.2     0.5     1.0     1.6     2.2     2.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.3     9.1    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.2     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     4.1     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.3     2.1     1.6     1.0     0.5     0.0
LL + I    : M+      0.0   106.2    73.4   141.0   258.2   330.2   371.4   381.8
            V      72.7    65.3    67.8    62.6    52.2    42.1     5.1    25.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    72.7    65.3    67.8    62.6    52.5    43.0    35.1    28.2
            M       0.0   106.9    74.2   141.0   249.8   313.7   345.1   349.2
Total     : M+      0.0   176.3   121.5   234.8   436.9   569.7   647.6   670.6
            V     102.7    91.4    95.1    87.2    70.7    54.5    11.4    25.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   102.7    91.4    95.1    87.2    71.0    55.3    41.3    28.3
            M       0.0   177.0   122.3   234.8   428.5   553.2   621.3   638.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.66   35.83   38.33
Self wt.  : M      57.1    49.6    37.0    19.4    10.0    14.5     0.0
(Max)       V       1.3     2.6     3.8     5.1     5.7     5.4     6.2
DL-Prec.  : M      12.4    10.7     8.0     4.2     2.2     3.1     0.0
DC(Max)     V       0.3     0.6     0.8     1.1     1.2     1.2     1.3
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
Deck +    : M     129.0   112.0    83.6    43.9    22.5    32.8     0.0
Haunch (Max)V       2.9     5.8     8.7    11.5    12.8    12.2    14.1
Diaphragm : M       2.2     1.6     1.0     0.5     0.2     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      52.3    45.4    33.9    17.8     9.1    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.2     5.0     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     4.1     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
LL + I    : M+    371.4   330.2   258.2   141.0    73.4   106.2     0.0
            V       5.1    42.1    52.2    62.6    67.8    65.3    72.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.1    43.0    52.5    62.6    67.8    65.3    72.7
            M     345.1   313.7   249.8   141.0    74.2   106.9     0.0
Total     : M+    647.6   569.7   436.9   234.8   121.5   176.3     0.0
            V      11.4    54.5    70.7    87.2    95.1    91.4   102.7
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    41.3    55.3    71.0    87.2    95.1    91.4   102.7
            M     621.3   553.2   428.5   234.8   122.3   177.0     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    18.2    12.5    24.3    46.3    61.9    71.4    74.5
(Max)       V       7.8     6.8     7.1     6.4     4.8     3.2     1.6     0.0
Self wt.  : M       0.0    13.1     9.0    17.5    33.3    44.6    51.4    53.6
(Min)       V       5.6     4.9     5.1     4.6     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     3.9     2.7     5.3    10.0    13.4    15.5    16.1
DC(Max)     V       1.7     1.5     1.5     1.4     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     2.8     1.9     3.8     7.2     9.7    11.1    11.6
DC(Min)     V       1.2     1.1     1.1     1.0     0.7     0.5     0.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    41.1    28.2    54.9   104.6   140.0   161.3   168.4
Haunch (Max)V      17.6    15.3    16.0    14.4    10.8     7.2     3.6     0.0
Deck +    : M       0.0    29.6    20.3    39.5    75.3   100.8   116.1   121.2
Haunch (Min)V      12.6    11.0    11.5    10.4     7.8     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.3     0.6     1.3     2.0     2.7     3.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.4     0.9     1.4     2.0     2.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    16.6    11.4    22.3    42.4    56.8    65.4    68.3
DC(Max)     V       7.1     6.2     6.5     5.8     4.4     2.9     1.5     0.0
DL-Comp   : M       0.0    12.0     8.2    16.0    30.5    40.9    47.1    49.2
DC(Min)     V       5.1     4.5     4.7     4.2     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     8.9     6.1    11.9    22.6    30.2    34.8    36.4
DW(Max)     V       3.8     3.3     3.5     3.1     2.3     1.6     0.8     0.0
DL-Comp   : M       0.0     3.8     2.6     5.1     9.8    13.1    15.1    15.8
DW(Min)     V       1.6     1.4     1.5     1.3     1.0     0.7     0.3     0.0
LL + I    : M+      0.0   232.4   160.5   308.4   564.8   722.3   812.5   835.1
            V     159.0   142.9   148.2   136.9   114.2    92.1    11.2    55.9
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   159.0   142.9   148.2   136.9   114.8    94.0    76.7    61.7
            M       0.0   233.8   162.4   308.4   546.4   686.2   754.9   763.8
Total     : M+      0.0   321.5   221.6   427.6   792.0  1026.8  1163.6  1202.2
            V     197.1   176.1   183.0   168.2   137.8   107.9    19.2    56.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   197.1   176.1   183.0   168.2   138.3   109.7    84.6    61.8
            M       0.0   323.0   223.5   427.6   773.6   990.6  1105.9  1130.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.66   35.83   38.33
Self wt.  : M      71.4    61.9    46.3    24.3    12.5    18.2     0.0
(Max)       V       1.6     3.2     4.8     6.4     7.1     6.8     7.8
Self wt.  : M      51.4    44.6    33.3    17.5     9.0    13.1     0.0
(Min)       V       1.1     2.3     3.4     4.6     5.1     4.9     5.6
DL-Prec.  : M      15.5    13.4    10.0     5.3     2.7     3.9     0.0
DC(Max)     V       0.3     0.7     1.0     1.4     1.5     1.5     1.7
DL-Prec.  : M      11.1     9.7     7.2     3.8     1.9     2.8     0.0
DC(Min)     V       0.2     0.5     0.7     1.0     1.1     1.1     1.2
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
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     161.3   140.0   104.6    54.9    28.2    41.1     0.0
Haunch (Max)V       3.6     7.2    10.8    14.4    16.0    15.3    17.6
Deck +    : M     116.1   100.8    75.3    39.5    20.3    29.6     0.0
Haunch (Min)V       2.6     5.2     7.8    10.4    11.5    11.0    12.6
Diaphragm : M       2.7     2.0     1.3     0.6     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.0     1.4     0.9     0.4     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      65.4    56.8    42.4    22.3    11.4    16.6     0.0
DC(Max)     V       1.5     2.9     4.4     5.8     6.5     6.2     7.1
DL-Comp   : M      47.1    40.9    30.5    16.0     8.2    12.0     0.0
DC(Min)     V       1.1     2.1     3.2     4.2     4.7     4.5     5.1
DL-Comp   : M      34.8    30.2    22.6    11.9     6.1     8.9     0.0
DW(Max)     V       0.8     1.6     2.3     3.1     3.5     3.3     3.8
DL-Comp   : M      15.1    13.1     9.8     5.1     2.6     3.8     0.0
DW(Min)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
LL + I    : M+    812.5   722.3   564.8   308.4   160.5   232.4     0.0
            V      11.2    92.1   114.2   136.9   148.2   142.9   159.0
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    76.7    94.0   114.8   136.9   148.2   142.9   159.0
            M     754.9   686.2   546.4   308.4   162.4   233.8     0.0
Total     : M+   1163.6  1026.8   792.0   427.6   221.6   321.5     0.0
            V      19.2   107.9   137.8   168.2   183.0   176.1   197.1
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    84.6   109.7   138.3   168.2   183.0   176.1   197.1
            M    1105.9   990.6   773.6   427.6   223.5   323.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                7.8              7.8
Deck+Haunch            17.6             17.6
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.7              1.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           35.6             35.6
DL-Comp.(DW)           19.0             19.0
Live                  116.8            116.8
        Truck          95.3             95.3
        Lane           21.5             21.5
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    14.5    10.0    19.4    37.0    49.6    57.1    59.6
(Max)       V       6.2     5.4     5.7     5.1     3.8     2.6     1.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     3.1     2.2     4.2     8.0    10.7    12.4    12.9
DC(Max)     V       1.3     1.2     1.2     1.1     0.8     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    32.8    22.5    43.9    83.6   112.0   129.0   134.7
Haunch (Max)V      14.1    12.2    12.8    11.5     8.7     5.8     2.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.2     0.5     1.0     1.6     2.2     2.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     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    13.3     9.1    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.2     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     5.9     4.1     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.3     2.1     1.6     1.0     0.5     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    90.8    62.4   121.2   228.7   302.5   342.8   349.5
            V      70.4    62.7    65.2    59.8    52.5    45.3    38.1    30.9
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    70.4    62.7    65.2    59.8    52.5    45.3    38.1    30.9
            M       0.0    90.8    62.4   121.2   228.7   302.5   342.8   349.5
Total     : M+      0.0   160.9   110.5   215.0   407.4   542.0   619.0   638.3
            V     100.4    88.8    92.6    84.4    71.1    57.7    44.4    31.0
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   100.4    88.8    92.6    84.4    71.1    57.7    44.4    31.0
            M       0.0   160.9   110.5   215.0   407.4   542.0   619.0   638.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.66   35.83   38.33
Self wt.  : M      57.1    49.6    37.0    19.4    10.0    14.5     0.0
(Max)       V       1.3     2.6     3.8     5.1     5.7     5.4     6.2
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      12.4    10.7     8.0     4.2     2.2     3.1     0.0
DC(Max)     V       0.3     0.6     0.8     1.1     1.2     1.2     1.3
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     129.0   112.0    83.6    43.9    22.5    32.8     0.0
Haunch (Max)V       2.9     5.8     8.7    11.5    12.8    12.2    14.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       2.2     1.6     1.0     0.5     0.2     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      52.3    45.4    33.9    17.8     9.1    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.2     5.0     5.7
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      23.2    20.2    15.1     7.9     4.1     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
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+    342.8   302.5   228.7   121.2    62.4    90.8     0.0
            V      38.1    45.3    52.5    59.8    65.2    62.7    70.4
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    38.1    45.3    52.5    59.8    65.2    62.7    70.4
            M     342.8   302.5   228.7   121.2    62.4    90.8     0.0
Total     : M+    619.0   542.0   407.4   215.0   110.5   160.9     0.0
            V      44.4    57.7    71.1    84.4    92.6    88.8   100.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    44.4    57.7    71.1    84.4    92.6    88.8   100.4
            M     619.0   542.0   407.4   215.0   110.5   160.9     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    2.50    3.43    7.37   11.30   15.23   19.17   13.27
 
Beam-Self
Precast-top    0.092   0.123   0.234   0.313   0.361   0.377   0.341 
Bottom        -0.070  -0.093  -0.178  -0.238  -0.274  -0.286  -0.259 
 
Prestress
Precast-top    0.010   0.010   0.010   0.010   0.010   0.010   0.010 
Bottom         2.298   2.298   2.298   2.298   2.298   2.298   2.298 
 
Total
Precast-top    0.101   0.133   0.244   0.323   0.370   0.386   0.351 
Bottom         2.228   2.205   2.121   2.060   2.024   2.012   2.039 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.12 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top    0.001   0.008   0.006   0.008   0.008   0.008   0.008   0.008
Bottom         0.348   1.996   1.470   1.996   1.996   1.996   1.996   1.996
 
Self wt.
Precast-top   -0.000   0.092   0.063   0.123   0.234   0.313   0.361   0.377
Bottom        -0.000  -0.070  -0.048  -0.093  -0.178  -0.238  -0.274  -0.286
 
DL-Prec (DC)
Precast-top   -0.000   0.020   0.014   0.027   0.051   0.068   0.078   0.082
Bottom        -0.000  -0.015  -0.010  -0.020  -0.038  -0.052  -0.059  -0.062
 
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   0.002   0.002   0.003   0.007   0.010   0.014   0.017
Bottom        -0.000  -0.002  -0.001  -0.002  -0.005  -0.008  -0.010  -0.013
 
Deck + Haunch
Precast-top   -0.000   0.208   0.142   0.278   0.529   0.708   0.816   0.851
Bottom        -0.000  -0.158  -0.109  -0.211  -0.401  -0.537  -0.619  -0.646
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.008   0.016   0.030   0.040   0.046   0.048
Precast-top   -0.000   0.003   0.002   0.004   0.008   0.010   0.012   0.012
Bottom        -0.000  -0.031  -0.022  -0.042  -0.079  -0.106  -0.122  -0.127
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.004   0.007   0.013   0.018   0.020   0.021
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.004   0.005   0.005
Bottom        -0.000  -0.014  -0.010  -0.018  -0.035  -0.047  -0.054  -0.057
 
LL+I(+)
Topping-top   -0.000   0.116   0.081   0.154   0.283   0.362   0.407   0.418
Precast-top   -0.000   0.029   0.020   0.039   0.072   0.092   0.103   0.106
Bottom        -0.000  -0.310  -0.217  -0.411  -0.753  -0.963  -1.083  -1.113
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.133   0.092   0.177   0.326   0.419   0.473   0.487 
Precast-top    0.001   0.364   0.250   0.483   0.911   1.214   1.396   1.459 
Bottom         0.348   1.398   1.054   1.199   0.507   0.047  -0.225  -0.307 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.012   0.023   0.043   0.057   0.066   0.069 
Precast-top    0.001   0.334   0.230   0.444   0.839   1.122   1.293   1.353 
Bottom         0.348   1.708   1.270   1.610   1.260   1.009   0.858   0.806 
 

 
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    2.50    3.43    7.37   11.30   15.23   19.17   13.27
 
Beam-Self
Precast-top    0.092   0.123   0.234   0.313   0.361   0.377   0.341 
Bottom        -0.070  -0.093  -0.178  -0.238  -0.274  -0.286  -0.259 
 
Prestress
Precast-top    0.010   0.010   0.010   0.010   0.010   0.010   0.010 
Bottom         2.298   2.298   2.298   2.298   2.298   2.298   2.298 
 
Total
Precast-top    0.101   0.133   0.244   0.323   0.370   0.386   0.351 
Bottom         2.228   2.205   2.121   2.060   2.024   2.012   2.039 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.820   0.620   0.620   0.620   0.620   0.620 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.12 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top    0.001   0.008   0.006   0.008   0.008   0.008   0.008   0.008
Bottom         0.348   1.996   1.470   1.996   1.996   1.996   1.996   1.996
 
Self wt.
Precast-top   -0.000   0.092   0.063   0.123   0.234   0.313   0.361   0.377
Bottom        -0.000  -0.070  -0.048  -0.093  -0.178  -0.238  -0.274  -0.286
 
DL-Prec (DC)
Precast-top   -0.000   0.020   0.014   0.027   0.051   0.068   0.078   0.082
Bottom        -0.000  -0.015  -0.010  -0.020  -0.038  -0.052  -0.059  -0.062
 
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   0.002   0.002   0.003   0.007   0.010   0.014   0.017
Bottom        -0.000  -0.002  -0.001  -0.002  -0.005  -0.008  -0.010  -0.013
 
Deck + Haunch
Precast-top   -0.000   0.208   0.142   0.278   0.529   0.708   0.816   0.851
Bottom        -0.000  -0.158  -0.109  -0.211  -0.401  -0.537  -0.619  -0.646
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.008   0.016   0.030   0.040   0.046   0.048
Precast-top   -0.000   0.003   0.002   0.004   0.008   0.010   0.012   0.012
Bottom        -0.000  -0.031  -0.022  -0.042  -0.079  -0.106  -0.122  -0.127
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.004   0.007   0.013   0.018   0.020   0.021
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.004   0.005   0.005
Bottom        -0.000  -0.014  -0.010  -0.018  -0.035  -0.047  -0.054  -0.057
 
LL+I(+)
Topping-top   -0.000   0.093   0.065   0.123   0.226   0.289   0.325   0.334
Precast-top   -0.000   0.024   0.016   0.031   0.057   0.073   0.082   0.085
Bottom        -0.000  -0.248  -0.173  -0.329  -0.602  -0.770  -0.866  -0.890
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.110   0.076   0.146   0.269   0.347   0.392   0.404 
Precast-top    0.001   0.358   0.246   0.476   0.896   1.195   1.376   1.438 
Bottom         0.348   1.460   1.097   1.281   0.658   0.239  -0.008  -0.085 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
F_LL+I(+)
Topping-top   -0.000   0.080   0.055   0.106   0.200   0.265   0.300   0.306
Precast-top   -0.000   0.020   0.014   0.027   0.051   0.067   0.076   0.078
Bottom        -0.000  -0.212  -0.147  -0.283  -0.533  -0.706  -0.799  -0.815
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.088   0.061   0.117   0.222   0.294   0.333   0.341 
Precast-top    0.001   0.187   0.128   0.249   0.470   0.628   0.723   0.754 
Bottom         0.174   0.642   0.488   0.522   0.097  -0.201  -0.371  -0.412 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 3,  STRENGTH I
Using General Beta Theta Tables 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
    197.1    6.0   37.3    0.186   0.0   1.00e-3 36.2    190.5     0.750    3.013      1.66
      0.0    0.2   37.1     31.5 0.197      28.6 1.81    12.00     0.085    1.272 
Transfer:   3.00
    176.1    6.0   37.3    1.116   0.0   1.00e-3 36.7    165.5     0.674    1.316      0.00
    323.0    1.2   36.6    189.0 0.178      30.1 1.94    12.00     0.085    1.405 
Critical:   3.55
    171.3    6.0   37.3    1.155   0.0   1.00e-3 36.8    159.8     0.654    1.263      0.00
    385.1    1.3   36.6    189.0 0.173      30.6 1.97    12.00     0.085    1.443 
0.1L    :   3.93
    168.2    6.0   37.3    1.180   0.0   1.00e-3 36.9    156.2     0.640    1.224      0.00
    427.6    1.3   36.6    189.0 0.170      30.8 1.98    12.00     0.085    1.469 
0.2L    :   7.87
    138.3    6.0   37.3    1.447   0.0   1.00e-3 37.2    121.2     0.504    0.765      0.00
    773.6    1.6   36.5    189.0 0.140      32.5 2.10    12.00     0.085    1.407 
0.3L    :  11.80
    109.7    6.0   37.3    1.715   0.0   1.00e-3 36.8     88.7     0.366    0.765      0.00
    990.6    1.9   36.3    189.0 0.112      33.2 2.16    24.00     0.085    1.794 
0.4L    :  15.73
     84.6    6.0   37.3    1.736   0.0   1.00e-3 36.5     60.1     0.245    0.300      0.00
   1105.9    1.9   36.3    189.0 0.086      34.0 2.21    24.00     0.085    1.143 
0.5L    :  19.67
     61.8    6.0   37.3    1.736   0.0   1.00e-3 36.4     34.4     0.140    0.300      0.00
   1130.9    1.9   36.3    189.0 0.063      34.3 2.23    24.00     0.085    1.575 
0.6L    :  23.60
     84.6    6.0   37.3    1.736   0.0   1.00e-3 36.5     60.1     0.245    0.300      0.00
   1105.9    1.9   36.3    189.0 0.086      34.0 2.21    24.00     0.085    1.143 
0.7L    :  27.53
    109.7    6.0   37.3    1.715   0.0   1.00e-3 36.8     88.7     0.366    0.765      0.00
    990.6    1.9   36.3    189.0 0.112      33.2 2.16    24.00     0.085    1.794 
0.8L    :  31.47
    138.3    6.0   37.3    1.447   0.0   1.00e-3 37.2    121.2     0.504    0.765      0.00
    773.6    1.6   36.5    189.0 0.140      32.5 2.10    12.00     0.085    1.407 
0.9L    :  35.40
    168.2    6.0   37.3    1.180   0.0   1.00e-3 36.9    156.2     0.640    1.224      0.00
    427.6    1.3   36.6    189.0 0.170      30.8 1.98    12.00     0.085    1.469 
Critical:  35.78
    171.3    6.0   37.3    1.155   0.0   1.00e-3 36.8    159.8     0.654    1.263      0.00
    385.1    1.3   36.6    189.0 0.173      30.6 1.97    12.00     0.085    1.443 
Transfer:  36.33
    176.1    6.0   37.3    1.116   0.0   1.00e-3 36.7    165.5     0.674    1.316      0.00
    323.0    1.2   36.6    189.0 0.178      30.1 1.94    12.00     0.085    1.405 
Bearing :  38.83
    197.1    6.0   37.3    0.186   0.0   1.00e-3 36.2    190.5     0.750    3.013      1.66
      0.0    0.2   37.1     31.5 0.197      28.6 1.81    12.00     0.085    1.272 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =    8.00
Abrst_rqrd, in2 =    0.85
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 3
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 9.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    197.1      5.90     37.25    0.20       37.15    24.00      0.090      1.741      0.675      0.533*
Transfer:      2.50
    176.1      5.34     37.25    1.22       36.64    24.00      0.090      1.555      0.564      0.533*
Critical:      3.05
    171.5      5.20     37.25    1.26       36.62    24.00      0.090      1.509      0.536      0.480*
0.1L    :      3.43
    168.2      5.11     37.25    1.28       36.61    24.00      0.090      1.477      0.517      0.480*
0.2L    :      7.37
    138.3      4.21     37.25    1.57       36.46    24.00      0.090      1.180      0.339      0.300*
0.3L    :     11.30
    109.7      3.36     37.25    1.86       36.32    24.00      0.090      0.894      0.167      0.300 
0.4L    :     15.23
     84.6      2.59     37.25    1.88       36.31    24.00      0.090      0.638      0.014      0.300 
0.5L    :     19.17
     61.8      1.89     37.25    1.88       36.31    24.00      0.090      0.406      0.000      0.300 
0.6L    :     23.10
     84.6      2.59     37.25    1.88       36.31    24.00      0.090      0.638      0.014      0.300 
0.7L    :     27.03
    109.7      3.36     37.25    1.86       36.32    24.00      0.090      0.894      0.167      0.300 
0.8L    :     30.97
    138.3      4.21     37.25    1.57       36.46    24.00      0.090      1.180      0.339      0.300*
0.9L    :     34.90
    168.2      5.11     37.25    1.28       36.61    24.00      0.090      1.477      0.517      0.480*
Critical:     35.28
    171.5      5.20     37.25    1.26       36.62    24.00      0.090      1.509      0.536      0.480*
Transfer:     35.83
    176.1      5.34     37.25    1.22       36.64    24.00      0.090      1.555      0.564      0.533*
Bearing :     38.33
    197.1      5.90     37.25    0.20       37.15    24.00      0.090      1.741      0.675      0.533*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.43 ft
Prestress      :       0.164  1.80      0.295  2.20      0.360
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
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          :       0.132            0.236            0.284
 
At 0.2 x L = 7.37 ft
Prestress      :       0.294  1.80      0.529  2.20      0.647
Self Wt.       :      -0.064  1.85     -0.119  2.40     -0.155
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          :       0.229            0.410            0.492
 
At 0.3 x L = 11.30 ft
Prestress      :       0.387  1.80      0.696  2.20      0.851
Self Wt.       :      -0.090  1.85     -0.167  2.40     -0.216
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          :       0.297            0.530            0.635
 
At 0.4 x L = 15.23 ft
Prestress      :       0.443  1.80      0.797  2.20      0.974
Self Wt.       :      -0.107  1.85     -0.197  2.40     -0.256
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          :       0.336            0.600            0.718
 
At 0.5 x L = 19.17 ft
Prestress      :       0.461  1.80      0.830  2.20      1.015
Self Wt.       :      -0.112  1.85     -0.208  2.40     -0.269
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          :       0.349            0.623            0.746
 
At 0.6 x L = 23.10 ft
Prestress      :       0.443  1.80      0.797  2.20      0.974
Self Wt.       :      -0.107  1.85     -0.197  2.40     -0.256
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          :       0.336            0.600            0.718
 
At 0.7 x L = 27.03 ft
Prestress      :       0.387  1.80      0.696  2.20      0.851
Self Wt.       :      -0.090  1.85     -0.167  2.40     -0.216
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          :       0.297            0.530            0.635
 
At 0.8 x L = 30.97 ft
Prestress      :       0.294  1.80      0.529  2.20      0.647
Self Wt.       :      -0.064  1.85     -0.119  2.40     -0.155
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          :       0.229            0.410            0.492
 
At 0.9 x L = 34.90 ft
Prestress      :       0.164  1.80      0.295  2.20      0.360
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
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          :       0.132            0.236            0.284
 

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
   321.5    32.3  1.395  266.6    1.4   1.22    981.1  0.077T 1.00       -       -     -     -  
H/2     :   1.68
   221.6    32.3  1.013  267.6    1.0   0.89    718.2  0.107T 1.00       -       -     -     -  
0.1L    :   3.43
   427.6    32.3  1.475  266.5    1.5   1.28   1035.1  0.073T 1.00       -       -     -     -  
0.2L    :   7.37
   792.0    32.3  1.809  265.7    1.8   1.57   1260.1  0.059T 1.00       -       -     -     -  
0.3L    :  11.30
  1026.8    32.3  2.143  264.9    2.2   1.86   1481.8  0.050T 1.00       -       -     -     -  
0.4L    :  15.23
  1163.6    32.3  2.170  264.8    2.2   1.88   1499.4  0.049T 1.00   1097.8  1097.8    1.37    -  
0.5L    :  19.17
  1202.2    32.3  2.170  264.8    2.2   1.88   1499.4  0.049T 1.00   1088.0  1088.0    1.38    -  
0.6L    :  23.10
  1163.6    32.3  2.170  264.8    2.2   1.88   1499.4  0.049T 1.00   1097.8  1097.8    1.37    -  
0.7L    :  27.03
  1026.8    32.3  2.143  264.9    2.2   1.86   1481.8  0.050T 1.00   1126.1  1126.1    1.32    -  
0.8L    :  30.97
   792.0    32.3  1.809  265.7    1.8   1.57   1260.1  0.059T 1.00       -       -     -     -  
0.9L    :  34.90
   427.6    32.3  1.475  266.5    1.5   1.28   1035.1  0.073T 1.00       -       -     -     -  
H/2     :  36.66
   221.6    32.3  1.013  267.6    1.0   0.89    718.2  0.107T 1.00       -       -     -     -  
Transfer:  35.83
   321.5    32.3  1.395  266.6    1.4   1.22    981.1  0.077T 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    -0.155
        M   2.00 Fb     0.579
 
  2   1 E  29.00 Ft     0.316
        M  29.00 Fb     0.451
 
  3   1 E  27.00 Ft     0.743
        M  27.00 Fb     0.358
 
  4   2 E   4.00 Ft     0.566
        M   4.00 Fb     0.954
 
  5   2 E   4.00 Ft     0.388
        M   4.00 Fb     1.549
 
  6   2 E   2.00 Ft     0.122
        M   2.00 Fb     2.213
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-A       
Precast Length, ft: 39.33            Release Length, ft: 38.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.41 %               Final losses: 14.85 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.228     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.101       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  1499.44     1202.17     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   0.487     Midspan    1.800   0.069     Midspan
    Pre.Top:   3.000   1.459     Midspan    2.250   1.353     Midspan
    Pre.Bot:   3.000   1.398    Transfer    2.250   1.708    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.001     Bearing
    Pre.Bot:  -0.420  -0.085     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.754     Midspan
    Pre.Bot:                                                             2.000   0.642    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  19.17 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.461  1.80      0.830  2.20      1.015
Self Wt.       :      -0.112  1.85     -0.208  2.40     -0.269
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          :       0.349            0.623            0.746
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-A                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  4.000 in    Bot =  5.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Interior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  13.000 in
Effective width  =  90.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.070      0.00       0.070   38.33
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    19.17 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 39.333 ft
Release length = 38.333 ft
Design  length = 38.333 ft
 
Kern points:
------------
Upper    =   21.84 in
Lower    =    7.95 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.693   (Calculated)    
Live Moment (1  lane  loaded)  : 0.530   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.073   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.898   (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                  =        311.5 in2           1012.1 in2#
Total Height          =        32.00 in             40.25 in  
Mom. of Inertia (Ixx) =        34082 in4           144770 in4#
Ht. of c.g.           =        14.05 in             29.48 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        324.5 plf           1057.8 plf   
Mom. of Inertia (Iyy) =       4083.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     1.68     3.43     7.37    11.30    15.23    19.17
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    313.7    324.5    321.0    324.5    324.5    324.5    324.5    324.5
  Yb      ,  in    14.01    13.81    13.87    13.81    13.81    13.81    13.81    13.81
  MI(Ixx) , in4    34161    34540    34418    34540    34540    34540    34540    34540
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1014.2   1024.4   1021.0   1024.4   1024.4   1024.4   1024.4   1024.4
  Yb      ,  in    29.43    29.22    29.29    29.22    29.22    29.22    29.22    29.22
  MI(Ixx) , in4   145710   150356   148837   150356   150356   150356   150356   150356

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        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 8.00 in):
     4 @  2.000 in     4 @  4.000 in     1 @ 27.000 in     1 @ 29.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.116 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.145 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.154 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)       
-------------------------------------------------------------------------------------
       393.330         740 291.064      3.151 12762.767   288.999      88.437        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1460      3.1460    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3960      0.6460     No
      2      US#5[M16]       60.00        0.62       7.50       0.6460      1.2710     No
      2      US#5[M16]       60.00        0.62       9.00       1.2710      2.7710     No
      2      US#5[M16]       60.00        0.62       9.50       2.7710      3.5630     No
      2      US#5[M16]       60.00        0.62      10.00       3.5630      4.3999     No
      2      US#5[M16]       60.00        0.62      10.13       4.3999      5.2500     No
      2      US#5[M16]       60.00        0.62      13.13       5.2500      6.3501     No
      2      US#5[M16]       60.00        0.62      16.00*      6.3501     14.3330     No
      2      US#4[M13]       60.00        0.40      10.00       3.1460      4.8199    Yes
      2      US#4[M13]       60.00        0.40      10.25       4.8199      5.6801    Yes
      2      US#4[M13]       60.00        0.40      16.00*      5.6801     33.6529    Yes
      2      US#4[M13]       60.00        0.40      10.25      33.6529     34.5131    Yes
      2      US#4[M13]       60.00        0.40      10.00      34.5131     36.1870    Yes
      2      US#5[M16]       60.00        0.62      16.00*     25.0000     32.9829     No
      2      US#5[M16]       60.00        0.62      13.13      32.9829     34.0830     No
      2      US#5[M16]       60.00        0.62      10.13      34.0830     34.9331     No
      2      US#5[M16]       60.00        0.62      10.00      34.9331     35.7700     No
      2      US#5[M16]       60.00        0.62       9.50      35.7700     36.5620     No
      2      US#5[M16]       60.00        0.62       9.00      36.5620     38.0620     No
      2      US#5[M16]       60.00        0.62       7.50      38.0620     38.6870     No
      2      US#5[M16]       60.00        0.62       3.00      38.6870     38.9370     No
      2      US#4[M13]       60.00        0.40       9.00      36.1870     39.1870    Yes
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#5[M16]           2.00 0.620  0.0000 39.3330       2.00 
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           1.50 0.200 35.3330 39.3330       6.50 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  8.00 in
         P_init    =      425.4 kips  Ecc =  6.05 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    10.60 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.512 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.02 ksi    0.00 ksi
    due to Composite Loads                                 -0.89 ksi    0.00 ksi
    due to Live Loads                                      -4.30 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                        12.41 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 10.60 ksi  ( 5.41 %)            18.52 ksi ( 9.45 %)
Total Prestress Losses                                    29.12 ksi (14.85 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 166.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    14.5    10.0    19.4    37.0    49.6    57.1    59.6
(Max)       V       6.2     5.4     5.7     5.1     3.8     2.6     1.3     0.0
DL-Prec.  : M       0.0     3.1     2.2     4.2     8.0    10.7    12.4    12.9
DC(Max)     V       1.3     1.2     1.2     1.1     0.8     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    32.8    22.5    43.9    83.6   112.0   129.0   134.7
Haunch (Max)V      14.1    12.2    12.8    11.5     8.7     5.8     2.9     0.0
Diaphragm : M       0.0     0.4     0.2     0.5     1.0     1.6     2.2     2.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.3     9.1    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.2     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     4.1     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.3     2.1     1.6     1.0     0.5     0.0
LL + I    : M+      0.0   132.8    91.7   176.2   322.8   412.8   464.3   477.2
            V      90.9    81.7    84.7    78.2    65.3    52.6     6.4    31.9
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    90.9    81.7    84.7    78.2    65.6    53.7    43.8    35.2
            M       0.0   133.6    92.8   176.2   312.3   392.1   431.4   436.5
Total     : M+      0.0   202.9   139.8   270.0   501.5   652.3   740.5   766.0
            V     120.9   107.8   112.1   102.9    83.8    65.0    12.7    32.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   120.9   107.8   112.1   102.9    84.1    66.1    50.1    35.4
            M       0.0   203.7   140.9   270.0   490.9   631.6   707.6   725.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.66   35.83   38.33
Self wt.  : M      57.1    49.6    37.0    19.4    10.0    14.5     0.0
(Max)       V       1.3     2.6     3.8     5.1     5.7     5.4     6.2
DL-Prec.  : M      12.4    10.7     8.0     4.2     2.2     3.1     0.0
DC(Max)     V       0.3     0.6     0.8     1.1     1.2     1.2     1.3
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
Deck +    : M     129.0   112.0    83.6    43.9    22.5    32.8     0.0
Haunch (Max)V       2.9     5.8     8.7    11.5    12.8    12.2    14.1
Diaphragm : M       2.2     1.6     1.0     0.5     0.2     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      52.3    45.4    33.9    17.8     9.1    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.2     5.0     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     4.1     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
LL + I    : M+    464.3   412.8   322.8   176.2    91.7   132.8     0.0
            V       6.4    52.6    65.3    78.2    84.7    81.7    90.9
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    43.8    53.7    65.6    78.2    84.7    81.7    90.9
            M     431.4   392.1   312.3   176.2    92.8   133.6     0.0
Total     : M+    740.5   652.3   501.5   270.0   139.8   202.9     0.0
            V      12.7    65.0    83.8   102.9   112.1   107.8   120.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    50.1    66.1    84.1   102.9   112.1   107.8   120.9
            M     707.6   631.6   490.9   270.0   140.9   203.7     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                6.2              6.2
Deck+Haunch            14.1             14.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.3              1.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           28.5             28.5
DL-Comp.(DW)           12.6             12.6
Live                   66.7             66.7
        Truck          54.5             54.5
        Lane           12.3             12.3
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    14.5    10.0    19.4    37.0    49.6    57.1    59.6
(Max)       V       6.2     5.4     5.7     5.1     3.8     2.6     1.3     0.0
DL-Prec.  : M       0.0     3.1     2.2     4.2     8.0    10.7    12.4    12.9
DC(Max)     V       1.3     1.2     1.2     1.1     0.8     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    32.8    22.5    43.9    83.6   112.0   129.0   134.7
Haunch (Max)V      14.1    12.2    12.8    11.5     8.7     5.8     2.9     0.0
Diaphragm : M       0.0     0.4     0.2     0.5     1.0     1.6     2.2     2.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.3     9.1    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.2     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     4.1     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.3     2.1     1.6     1.0     0.5     0.0
LL + I    : M+      0.0   106.2    73.4   141.0   258.2   330.2   371.4   381.8
            V      72.7    65.3    67.8    62.6    52.2    42.1     5.1    25.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    72.7    65.3    67.8    62.6    52.5    43.0    35.1    28.2
            M       0.0   106.9    74.2   141.0   249.8   313.7   345.1   349.2
Total     : M+      0.0   176.3   121.5   234.8   436.9   569.7   647.6   670.6
            V     102.7    91.4    95.1    87.2    70.7    54.5    11.4    25.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   102.7    91.4    95.1    87.2    71.0    55.3    41.3    28.3
            M       0.0   177.0   122.3   234.8   428.5   553.2   621.3   638.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.66   35.83   38.33
Self wt.  : M      57.1    49.6    37.0    19.4    10.0    14.5     0.0
(Max)       V       1.3     2.6     3.8     5.1     5.7     5.4     6.2
DL-Prec.  : M      12.4    10.7     8.0     4.2     2.2     3.1     0.0
DC(Max)     V       0.3     0.6     0.8     1.1     1.2     1.2     1.3
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
Deck +    : M     129.0   112.0    83.6    43.9    22.5    32.8     0.0
Haunch (Max)V       2.9     5.8     8.7    11.5    12.8    12.2    14.1
Diaphragm : M       2.2     1.6     1.0     0.5     0.2     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      52.3    45.4    33.9    17.8     9.1    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.2     5.0     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     4.1     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
LL + I    : M+    371.4   330.2   258.2   141.0    73.4   106.2     0.0
            V       5.1    42.1    52.2    62.6    67.8    65.3    72.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.1    43.0    52.5    62.6    67.8    65.3    72.7
            M     345.1   313.7   249.8   141.0    74.2   106.9     0.0
Total     : M+    647.6   569.7   436.9   234.8   121.5   176.3     0.0
            V      11.4    54.5    70.7    87.2    95.1    91.4   102.7
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    41.3    55.3    71.0    87.2    95.1    91.4   102.7
            M     621.3   553.2   428.5   234.8   122.3   177.0     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    18.2    12.5    24.3    46.3    61.9    71.4    74.5
(Max)       V       7.8     6.8     7.1     6.4     4.8     3.2     1.6     0.0
Self wt.  : M       0.0    13.1     9.0    17.5    33.3    44.6    51.4    53.6
(Min)       V       5.6     4.9     5.1     4.6     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     3.9     2.7     5.3    10.0    13.4    15.5    16.1
DC(Max)     V       1.7     1.5     1.5     1.4     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     2.8     1.9     3.8     7.2     9.7    11.1    11.6
DC(Min)     V       1.2     1.1     1.1     1.0     0.7     0.5     0.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    41.1    28.2    54.9   104.6   140.0   161.3   168.4
Haunch (Max)V      17.6    15.3    16.0    14.4    10.8     7.2     3.6     0.0
Deck +    : M       0.0    29.6    20.3    39.5    75.3   100.8   116.1   121.2
Haunch (Min)V      12.6    11.0    11.5    10.4     7.8     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.3     0.6     1.3     2.0     2.7     3.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.4     0.9     1.4     2.0     2.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    16.6    11.4    22.3    42.4    56.8    65.4    68.3
DC(Max)     V       7.1     6.2     6.5     5.8     4.4     2.9     1.5     0.0
DL-Comp   : M       0.0    12.0     8.2    16.0    30.5    40.9    47.1    49.2
DC(Min)     V       5.1     4.5     4.7     4.2     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     8.9     6.1    11.9    22.6    30.2    34.8    36.4
DW(Max)     V       3.8     3.3     3.5     3.1     2.3     1.6     0.8     0.0
DL-Comp   : M       0.0     3.8     2.6     5.1     9.8    13.1    15.1    15.8
DW(Min)     V       1.6     1.4     1.5     1.3     1.0     0.7     0.3     0.0
LL + I    : M+      0.0   232.4   160.5   308.4   564.8   722.3   812.5   835.1
            V     159.0   142.9   148.2   136.9   114.2    92.1    11.2    55.9
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   159.0   142.9   148.2   136.9   114.8    94.0    76.7    61.7
            M       0.0   233.8   162.4   308.4   546.4   686.2   754.9   763.8
Total     : M+      0.0   321.5   221.6   427.6   792.0  1026.8  1163.6  1202.2
            V     197.1   176.1   183.0   168.2   137.8   107.9    19.2    56.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   197.1   176.1   183.0   168.2   138.3   109.7    84.6    61.8
            M       0.0   323.0   223.5   427.6   773.6   990.6  1105.9  1130.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.66   35.83   38.33
Self wt.  : M      71.4    61.9    46.3    24.3    12.5    18.2     0.0
(Max)       V       1.6     3.2     4.8     6.4     7.1     6.8     7.8
Self wt.  : M      51.4    44.6    33.3    17.5     9.0    13.1     0.0
(Min)       V       1.1     2.3     3.4     4.6     5.1     4.9     5.6
DL-Prec.  : M      15.5    13.4    10.0     5.3     2.7     3.9     0.0
DC(Max)     V       0.3     0.7     1.0     1.4     1.5     1.5     1.7
DL-Prec.  : M      11.1     9.7     7.2     3.8     1.9     2.8     0.0
DC(Min)     V       0.2     0.5     0.7     1.0     1.1     1.1     1.2
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
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     161.3   140.0   104.6    54.9    28.2    41.1     0.0
Haunch (Max)V       3.6     7.2    10.8    14.4    16.0    15.3    17.6
Deck +    : M     116.1   100.8    75.3    39.5    20.3    29.6     0.0
Haunch (Min)V       2.6     5.2     7.8    10.4    11.5    11.0    12.6
Diaphragm : M       2.7     2.0     1.3     0.6     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.0     1.4     0.9     0.4     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      65.4    56.8    42.4    22.3    11.4    16.6     0.0
DC(Max)     V       1.5     2.9     4.4     5.8     6.5     6.2     7.1
DL-Comp   : M      47.1    40.9    30.5    16.0     8.2    12.0     0.0
DC(Min)     V       1.1     2.1     3.2     4.2     4.7     4.5     5.1
DL-Comp   : M      34.8    30.2    22.6    11.9     6.1     8.9     0.0
DW(Max)     V       0.8     1.6     2.3     3.1     3.5     3.3     3.8
DL-Comp   : M      15.1    13.1     9.8     5.1     2.6     3.8     0.0
DW(Min)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
LL + I    : M+    812.5   722.3   564.8   308.4   160.5   232.4     0.0
            V      11.2    92.1   114.2   136.9   148.2   142.9   159.0
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    76.7    94.0   114.8   136.9   148.2   142.9   159.0
            M     754.9   686.2   546.4   308.4   162.4   233.8     0.0
Total     : M+   1163.6  1026.8   792.0   427.6   221.6   321.5     0.0
            V      19.2   107.9   137.8   168.2   183.0   176.1   197.1
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    84.6   109.7   138.3   168.2   183.0   176.1   197.1
            M    1105.9   990.6   773.6   427.6   223.5   323.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                7.8              7.8
Deck+Haunch            17.6             17.6
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.7              1.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           35.6             35.6
DL-Comp.(DW)           19.0             19.0
Live                  116.8            116.8
        Truck          95.3             95.3
        Lane           21.5             21.5
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    14.5    10.0    19.4    37.0    49.6    57.1    59.6
(Max)       V       6.2     5.4     5.7     5.1     3.8     2.6     1.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     3.1     2.2     4.2     8.0    10.7    12.4    12.9
DC(Max)     V       1.3     1.2     1.2     1.1     0.8     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    32.8    22.5    43.9    83.6   112.0   129.0   134.7
Haunch (Max)V      14.1    12.2    12.8    11.5     8.7     5.8     2.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.2     0.5     1.0     1.6     2.2     2.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     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    13.3     9.1    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.2     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     5.9     4.1     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.3     2.1     1.6     1.0     0.5     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    90.8    62.4   121.2   228.7   302.5   342.8   349.5
            V      70.4    62.7    65.2    59.8    52.5    45.3    38.1    30.9
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    70.4    62.7    65.2    59.8    52.5    45.3    38.1    30.9
            M       0.0    90.8    62.4   121.2   228.7   302.5   342.8   349.5
Total     : M+      0.0   160.9   110.5   215.0   407.4   542.0   619.0   638.3
            V     100.4    88.8    92.6    84.4    71.1    57.7    44.4    31.0
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   100.4    88.8    92.6    84.4    71.1    57.7    44.4    31.0
            M       0.0   160.9   110.5   215.0   407.4   542.0   619.0   638.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.66   35.83   38.33
Self wt.  : M      57.1    49.6    37.0    19.4    10.0    14.5     0.0
(Max)       V       1.3     2.6     3.8     5.1     5.7     5.4     6.2
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      12.4    10.7     8.0     4.2     2.2     3.1     0.0
DC(Max)     V       0.3     0.6     0.8     1.1     1.2     1.2     1.3
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     129.0   112.0    83.6    43.9    22.5    32.8     0.0
Haunch (Max)V       2.9     5.8     8.7    11.5    12.8    12.2    14.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       2.2     1.6     1.0     0.5     0.2     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      52.3    45.4    33.9    17.8     9.1    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.2     5.0     5.7
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      23.2    20.2    15.1     7.9     4.1     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
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+    342.8   302.5   228.7   121.2    62.4    90.8     0.0
            V      38.1    45.3    52.5    59.8    65.2    62.7    70.4
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    38.1    45.3    52.5    59.8    65.2    62.7    70.4
            M     342.8   302.5   228.7   121.2    62.4    90.8     0.0
Total     : M+    619.0   542.0   407.4   215.0   110.5   160.9     0.0
            V      44.4    57.7    71.1    84.4    92.6    88.8   100.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    44.4    57.7    71.1    84.4    92.6    88.8   100.4
            M     619.0   542.0   407.4   215.0   110.5   160.9     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    2.50    3.43    7.37   11.30   15.23   19.17   13.27
 
Beam-Self
Precast-top    0.092   0.123   0.234   0.313   0.361   0.377   0.341 
Bottom        -0.070  -0.093  -0.178  -0.238  -0.274  -0.286  -0.259 
 
Prestress
Precast-top    0.010   0.010   0.010   0.010   0.010   0.010   0.010 
Bottom         2.298   2.298   2.298   2.298   2.298   2.298   2.298 
 
Total
Precast-top    0.101   0.133   0.244   0.323   0.370   0.386   0.351 
Bottom         2.228   2.205   2.121   2.060   2.024   2.012   2.039 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.12 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top    0.001   0.008   0.006   0.008   0.008   0.008   0.008   0.008
Bottom         0.348   1.996   1.470   1.996   1.996   1.996   1.996   1.996
 
Self wt.
Precast-top   -0.000   0.092   0.063   0.123   0.234   0.313   0.361   0.377
Bottom        -0.000  -0.070  -0.048  -0.093  -0.178  -0.238  -0.274  -0.286
 
DL-Prec (DC)
Precast-top   -0.000   0.020   0.014   0.027   0.051   0.068   0.078   0.082
Bottom        -0.000  -0.015  -0.010  -0.020  -0.038  -0.052  -0.059  -0.062
 
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   0.002   0.002   0.003   0.007   0.010   0.014   0.017
Bottom        -0.000  -0.002  -0.001  -0.002  -0.005  -0.008  -0.010  -0.013
 
Deck + Haunch
Precast-top   -0.000   0.208   0.142   0.278   0.529   0.708   0.816   0.851
Bottom        -0.000  -0.158  -0.109  -0.211  -0.401  -0.537  -0.619  -0.646
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.008   0.016   0.030   0.040   0.046   0.048
Precast-top   -0.000   0.003   0.002   0.004   0.008   0.010   0.012   0.012
Bottom        -0.000  -0.031  -0.022  -0.042  -0.079  -0.106  -0.122  -0.127
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.004   0.007   0.013   0.018   0.020   0.021
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.004   0.005   0.005
Bottom        -0.000  -0.014  -0.010  -0.018  -0.035  -0.047  -0.054  -0.057
 
LL+I(+)
Topping-top   -0.000   0.116   0.081   0.154   0.283   0.362   0.407   0.418
Precast-top   -0.000   0.029   0.020   0.039   0.072   0.092   0.103   0.106
Bottom        -0.000  -0.310  -0.217  -0.411  -0.753  -0.963  -1.083  -1.113
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.133   0.092   0.177   0.326   0.419   0.473   0.487 
Precast-top    0.001   0.364   0.250   0.483   0.911   1.214   1.396   1.459 
Bottom         0.348   1.398   1.054   1.199   0.507   0.047  -0.225  -0.307 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.012   0.023   0.043   0.057   0.066   0.069 
Precast-top    0.001   0.334   0.230   0.444   0.839   1.122   1.293   1.353 
Bottom         0.348   1.708   1.270   1.610   1.260   1.009   0.858   0.806 
 

 
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    2.50    3.43    7.37   11.30   15.23   19.17   13.27
 
Beam-Self
Precast-top    0.092   0.123   0.234   0.313   0.361   0.377   0.341 
Bottom        -0.070  -0.093  -0.178  -0.238  -0.274  -0.286  -0.259 
 
Prestress
Precast-top    0.010   0.010   0.010   0.010   0.010   0.010   0.010 
Bottom         2.298   2.298   2.298   2.298   2.298   2.298   2.298 
 
Total
Precast-top    0.101   0.133   0.244   0.323   0.370   0.386   0.351 
Bottom         2.228   2.205   2.121   2.060   2.024   2.012   2.039 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.820   0.620   0.620   0.620   0.620   0.620 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.12 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top    0.001   0.008   0.006   0.008   0.008   0.008   0.008   0.008
Bottom         0.348   1.996   1.470   1.996   1.996   1.996   1.996   1.996
 
Self wt.
Precast-top   -0.000   0.092   0.063   0.123   0.234   0.313   0.361   0.377
Bottom        -0.000  -0.070  -0.048  -0.093  -0.178  -0.238  -0.274  -0.286
 
DL-Prec (DC)
Precast-top   -0.000   0.020   0.014   0.027   0.051   0.068   0.078   0.082
Bottom        -0.000  -0.015  -0.010  -0.020  -0.038  -0.052  -0.059  -0.062
 
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   0.002   0.002   0.003   0.007   0.010   0.014   0.017
Bottom        -0.000  -0.002  -0.001  -0.002  -0.005  -0.008  -0.010  -0.013
 
Deck + Haunch
Precast-top   -0.000   0.208   0.142   0.278   0.529   0.708   0.816   0.851
Bottom        -0.000  -0.158  -0.109  -0.211  -0.401  -0.537  -0.619  -0.646
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.008   0.016   0.030   0.040   0.046   0.048
Precast-top   -0.000   0.003   0.002   0.004   0.008   0.010   0.012   0.012
Bottom        -0.000  -0.031  -0.022  -0.042  -0.079  -0.106  -0.122  -0.127
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.004   0.007   0.013   0.018   0.020   0.021
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.004   0.005   0.005
Bottom        -0.000  -0.014  -0.010  -0.018  -0.035  -0.047  -0.054  -0.057
 
LL+I(+)
Topping-top   -0.000   0.093   0.065   0.123   0.226   0.289   0.325   0.334
Precast-top   -0.000   0.024   0.016   0.031   0.057   0.073   0.082   0.085
Bottom        -0.000  -0.248  -0.173  -0.329  -0.602  -0.770  -0.866  -0.890
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.110   0.076   0.146   0.269   0.347   0.392   0.404 
Precast-top    0.001   0.358   0.246   0.476   0.896   1.195   1.376   1.438 
Bottom         0.348   1.460   1.097   1.281   0.658   0.239  -0.008  -0.085 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
F_LL+I(+)
Topping-top   -0.000   0.080   0.055   0.106   0.200   0.265   0.300   0.306
Precast-top   -0.000   0.020   0.014   0.027   0.051   0.067   0.076   0.078
Bottom        -0.000  -0.212  -0.147  -0.283  -0.533  -0.706  -0.799  -0.815
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.088   0.061   0.117   0.222   0.294   0.333   0.341 
Precast-top    0.001   0.187   0.128   0.249   0.470   0.628   0.723   0.754 
Bottom         0.174   0.642   0.488   0.522   0.097  -0.201  -0.371  -0.412 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 4,  STRENGTH I
Using General Beta Theta Tables 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
    197.1    6.0   37.3    0.186   0.0   1.00e-3 36.2    190.5     0.750    3.013      1.66
      0.0    0.2   37.1     31.5 0.197      28.6 1.81    12.00     0.085    1.272 
Transfer:   3.00
    176.1    6.0   37.3    1.116   0.0   1.00e-3 36.7    165.5     0.674    1.316      0.00
    323.0    1.2   36.6    189.0 0.178      30.1 1.94    12.00     0.085    1.405 
Critical:   3.55
    171.3    6.0   37.3    1.155   0.0   1.00e-3 36.8    159.8     0.654    1.263      0.00
    385.1    1.3   36.6    189.0 0.173      30.6 1.97    12.00     0.085    1.443 
0.1L    :   3.93
    168.2    6.0   37.3    1.180   0.0   1.00e-3 36.9    156.2     0.640    1.224      0.00
    427.6    1.3   36.6    189.0 0.170      30.8 1.98    12.00     0.085    1.469 
0.2L    :   7.87
    138.3    6.0   37.3    1.447   0.0   1.00e-3 37.2    121.2     0.504    0.765      0.00
    773.6    1.6   36.5    189.0 0.140      32.5 2.10    12.00     0.085    1.407 
0.3L    :  11.80
    109.7    6.0   37.3    1.715   0.0   1.00e-3 36.8     88.7     0.366    0.765      0.00
    990.6    1.9   36.3    189.0 0.112      33.2 2.16    24.00     0.085    1.794 
0.4L    :  15.73
     84.6    6.0   37.3    1.736   0.0   1.00e-3 36.5     60.1     0.245    0.300      0.00
   1105.9    1.9   36.3    189.0 0.086      34.0 2.21    24.00     0.085    1.143 
0.5L    :  19.67
     61.8    6.0   37.3    1.736   0.0   1.00e-3 36.4     34.4     0.140    0.300      0.00
   1130.9    1.9   36.3    189.0 0.063      34.3 2.23    24.00     0.085    1.575 
0.6L    :  23.60
     84.6    6.0   37.3    1.736   0.0   1.00e-3 36.5     60.1     0.245    0.300      0.00
   1105.9    1.9   36.3    189.0 0.086      34.0 2.21    24.00     0.085    1.143 
0.7L    :  27.53
    109.7    6.0   37.3    1.715   0.0   1.00e-3 36.8     88.7     0.366    0.765      0.00
    990.6    1.9   36.3    189.0 0.112      33.2 2.16    24.00     0.085    1.794 
0.8L    :  31.47
    138.3    6.0   37.3    1.447   0.0   1.00e-3 37.2    121.2     0.504    0.765      0.00
    773.6    1.6   36.5    189.0 0.140      32.5 2.10    12.00     0.085    1.407 
0.9L    :  35.40
    168.2    6.0   37.3    1.180   0.0   1.00e-3 36.9    156.2     0.640    1.224      0.00
    427.6    1.3   36.6    189.0 0.170      30.8 1.98    12.00     0.085    1.469 
Critical:  35.78
    171.3    6.0   37.3    1.155   0.0   1.00e-3 36.8    159.8     0.654    1.263      0.00
    385.1    1.3   36.6    189.0 0.173      30.6 1.97    12.00     0.085    1.443 
Transfer:  36.33
    176.1    6.0   37.3    1.116   0.0   1.00e-3 36.7    165.5     0.674    1.316      0.00
    323.0    1.2   36.6    189.0 0.178      30.1 1.94    12.00     0.085    1.405 
Bearing :  38.83
    197.1    6.0   37.3    0.186   0.0   1.00e-3 36.2    190.5     0.750    3.013      1.66
      0.0    0.2   37.1     31.5 0.197      28.6 1.81    12.00     0.085    1.272 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =    8.00
Abrst_rqrd, in2 =    0.85
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 4
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 9.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    197.1      5.90     37.25    0.20       37.15    24.00      0.090      1.741      0.675      0.533*
Transfer:      2.50
    176.1      5.34     37.25    1.22       36.64    24.00      0.090      1.555      0.564      0.533*
Critical:      3.05
    171.5      5.20     37.25    1.26       36.62    24.00      0.090      1.509      0.536      0.480*
0.1L    :      3.43
    168.2      5.11     37.25    1.28       36.61    24.00      0.090      1.477      0.517      0.480*
0.2L    :      7.37
    138.3      4.21     37.25    1.57       36.46    24.00      0.090      1.180      0.339      0.300*
0.3L    :     11.30
    109.7      3.36     37.25    1.86       36.32    24.00      0.090      0.894      0.167      0.300 
0.4L    :     15.23
     84.6      2.59     37.25    1.88       36.31    24.00      0.090      0.638      0.014      0.300 
0.5L    :     19.17
     61.8      1.89     37.25    1.88       36.31    24.00      0.090      0.406      0.000      0.300 
0.6L    :     23.10
     84.6      2.59     37.25    1.88       36.31    24.00      0.090      0.638      0.014      0.300 
0.7L    :     27.03
    109.7      3.36     37.25    1.86       36.32    24.00      0.090      0.894      0.167      0.300 
0.8L    :     30.97
    138.3      4.21     37.25    1.57       36.46    24.00      0.090      1.180      0.339      0.300*
0.9L    :     34.90
    168.2      5.11     37.25    1.28       36.61    24.00      0.090      1.477      0.517      0.480*
Critical:     35.28
    171.5      5.20     37.25    1.26       36.62    24.00      0.090      1.509      0.536      0.480*
Transfer:     35.83
    176.1      5.34     37.25    1.22       36.64    24.00      0.090      1.555      0.564      0.533*
Bearing :     38.33
    197.1      5.90     37.25    0.20       37.15    24.00      0.090      1.741      0.675      0.533*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.43 ft
Prestress      :       0.164  1.80      0.295  2.20      0.360
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
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          :       0.132            0.236            0.284
 
At 0.2 x L = 7.37 ft
Prestress      :       0.294  1.80      0.529  2.20      0.647
Self Wt.       :      -0.064  1.85     -0.119  2.40     -0.155
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          :       0.229            0.410            0.492
 
At 0.3 x L = 11.30 ft
Prestress      :       0.387  1.80      0.696  2.20      0.851
Self Wt.       :      -0.090  1.85     -0.167  2.40     -0.216
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          :       0.297            0.530            0.635
 
At 0.4 x L = 15.23 ft
Prestress      :       0.443  1.80      0.797  2.20      0.974
Self Wt.       :      -0.107  1.85     -0.197  2.40     -0.256
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          :       0.336            0.600            0.718
 
At 0.5 x L = 19.17 ft
Prestress      :       0.461  1.80      0.830  2.20      1.015
Self Wt.       :      -0.112  1.85     -0.208  2.40     -0.269
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          :       0.349            0.623            0.746
 
At 0.6 x L = 23.10 ft
Prestress      :       0.443  1.80      0.797  2.20      0.974
Self Wt.       :      -0.107  1.85     -0.197  2.40     -0.256
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          :       0.336            0.600            0.718
 
At 0.7 x L = 27.03 ft
Prestress      :       0.387  1.80      0.696  2.20      0.851
Self Wt.       :      -0.090  1.85     -0.167  2.40     -0.216
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          :       0.297            0.530            0.635
 
At 0.8 x L = 30.97 ft
Prestress      :       0.294  1.80      0.529  2.20      0.647
Self Wt.       :      -0.064  1.85     -0.119  2.40     -0.155
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          :       0.229            0.410            0.492
 
At 0.9 x L = 34.90 ft
Prestress      :       0.164  1.80      0.295  2.20      0.360
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
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          :       0.132            0.236            0.284
 

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
   321.5    32.3  1.395  266.6    1.4   1.22    981.1  0.077T 1.00       -       -     -     -  
H/2     :   1.68
   221.6    32.3  1.013  267.6    1.0   0.89    718.2  0.107T 1.00       -       -     -     -  
0.1L    :   3.43
   427.6    32.3  1.475  266.5    1.5   1.28   1035.1  0.073T 1.00       -       -     -     -  
0.2L    :   7.37
   792.0    32.3  1.809  265.7    1.8   1.57   1260.1  0.059T 1.00       -       -     -     -  
0.3L    :  11.30
  1026.8    32.3  2.143  264.9    2.2   1.86   1481.8  0.050T 1.00       -       -     -     -  
0.4L    :  15.23
  1163.6    32.3  2.170  264.8    2.2   1.88   1499.4  0.049T 1.00   1097.8  1097.8    1.37    -  
0.5L    :  19.17
  1202.2    32.3  2.170  264.8    2.2   1.88   1499.4  0.049T 1.00   1088.0  1088.0    1.38    -  
0.6L    :  23.10
  1163.6    32.3  2.170  264.8    2.2   1.88   1499.4  0.049T 1.00   1097.8  1097.8    1.37    -  
0.7L    :  27.03
  1026.8    32.3  2.143  264.9    2.2   1.86   1481.8  0.050T 1.00   1126.1  1126.1    1.32    -  
0.8L    :  30.97
   792.0    32.3  1.809  265.7    1.8   1.57   1260.1  0.059T 1.00       -       -     -     -  
0.9L    :  34.90
   427.6    32.3  1.475  266.5    1.5   1.28   1035.1  0.073T 1.00       -       -     -     -  
H/2     :  36.66
   221.6    32.3  1.013  267.6    1.0   0.89    718.2  0.107T 1.00       -       -     -     -  
Transfer:  35.83
   321.5    32.3  1.395  266.6    1.4   1.22    981.1  0.077T 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    -0.155
        M   2.00 Fb     0.579
 
  2   1 E  29.00 Ft     0.316
        M  29.00 Fb     0.451
 
  3   1 E  27.00 Ft     0.743
        M  27.00 Fb     0.358
 
  4   2 E   4.00 Ft     0.566
        M   4.00 Fb     0.954
 
  5   2 E   4.00 Ft     0.388
        M   4.00 Fb     1.549
 
  6   2 E   2.00 Ft     0.122
        M   2.00 Fb     2.213
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-A       
Precast Length, ft: 39.33            Release Length, ft: 38.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.41 %               Final losses: 14.85 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.228     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.101       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  1499.44     1202.17     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   0.487     Midspan    1.800   0.069     Midspan
    Pre.Top:   3.000   1.459     Midspan    2.250   1.353     Midspan
    Pre.Bot:   3.000   1.398    Transfer    2.250   1.708    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.001     Bearing
    Pre.Bot:  -0.420  -0.085     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.754     Midspan
    Pre.Bot:                                                             2.000   0.642    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  19.17 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.461  1.80      0.830  2.20      1.015
Self Wt.       :      -0.112  1.85     -0.208  2.40     -0.269
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          :       0.349            0.623            0.746
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-A                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  3.08 ft
     thick: Top =  4.000 in    Bot =  5.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Exterior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  13.000 in
Effective width  =  82.008 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       0.064      0.00       0.064   38.33
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    19.17 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 39.333 ft
Release length = 38.333 ft
Design  length = 38.333 ft
 
Kern points:
------------
Upper    =   21.84 in
Lower    =    7.95 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.647   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.807   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.870   (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                  =        311.5 in2            950.5 in2#
Total Height          =        32.00 in             40.25 in  
Mom. of Inertia (Ixx) =        34082 in4           141339 in4#
Ht. of c.g.           =        14.05 in             29.03 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        324.5 plf            993.3 plf   
Mom. of Inertia (Iyy) =       4083.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     1.68     3.43     7.37    11.30    15.23    19.17
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    313.7    324.5    321.0    324.5    324.5    324.5    324.5    324.5
  Yb      ,  in    14.01    13.81    13.87    13.81    13.81    13.81    13.81    13.81
  MI(Ixx) , in4    34161    34540    34418    34540    34540    34540    34540    34540
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2    952.5    962.7    959.4    962.7    962.7    962.7    962.7    962.7
  Yb      ,  in    28.99    28.76    28.84    28.76    28.76    28.76    28.76    28.76
  MI(Ixx) , in4   142240   146691   145236   146691   146691   146691   146691   146691

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        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 8.00 in):
     4 @  2.000 in     4 @  4.000 in     1 @ 27.000 in     1 @ 29.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.078 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.097 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.154 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)       
-------------------------------------------------------------------------------------
       393.330         740 291.064      3.151 12762.767   288.999      88.437        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1460      3.1460    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3960      0.6460     No
      2      US#5[M16]       60.00        0.62       7.50       0.6460      1.2710     No
      2      US#5[M16]       60.00        0.62       9.00       1.2710      2.7710     No
      2      US#5[M16]       60.00        0.62       9.50       2.7710      3.5630     No
      2      US#5[M16]       60.00        0.62      10.00       3.5630      4.3999     No
      2      US#5[M16]       60.00        0.62      10.13       4.3999      5.2500     No
      2      US#5[M16]       60.00        0.62      13.13       5.2500      6.3501     No
      2      US#5[M16]       60.00        0.62      16.00       6.3501     14.3330     No
      2      US#4[M13]       60.00        0.40      10.00       3.1460      4.8199    Yes
      2      US#4[M13]       60.00        0.40      10.25       4.8199      5.6801    Yes
      2      US#4[M13]       60.00        0.40      16.00       5.6801     33.6529    Yes
      2      US#4[M13]       60.00        0.40      10.25      33.6529     34.5131    Yes
      2      US#4[M13]       60.00        0.40      10.00      34.5131     36.1870    Yes
      2      US#5[M16]       60.00        0.62      16.00      25.0000     32.9829     No
      2      US#5[M16]       60.00        0.62      13.13      32.9829     34.0830     No
      2      US#5[M16]       60.00        0.62      10.13      34.0830     34.9331     No
      2      US#5[M16]       60.00        0.62      10.00      34.9331     35.7700     No
      2      US#5[M16]       60.00        0.62       9.50      35.7700     36.5620     No
      2      US#5[M16]       60.00        0.62       9.00      36.5620     38.0620     No
      2      US#5[M16]       60.00        0.62       7.50      38.0620     38.6870     No
      2      US#5[M16]       60.00        0.62       3.00      38.6870     38.9370     No
      2      US#4[M13]       60.00        0.40       9.00      36.1870     39.1870    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#5[M16]           2.00 0.620  0.0000 39.3330       2.00 
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           1.50 0.200 35.3330 39.3330       6.50 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  8.00 in
         P_init    =      425.4 kips  Ecc =  6.05 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    10.60 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.512 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.82 ksi    0.00 ksi
    due to Composite Loads                                 -0.89 ksi    0.00 ksi
    due to Live Loads                                      -4.02 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                        12.41 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 10.60 ksi  ( 5.41 %)            18.98 ksi ( 9.69 %)
Total Prestress Losses                                    29.58 ksi (15.09 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 166.4 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    14.5    10.0    19.4    37.0    49.6    57.1    59.6
(Max)       V       6.2     5.4     5.7     5.1     3.8     2.6     1.3     0.0
DL-Prec.  : M       0.0     2.9     2.0     3.8     7.3     9.8    11.3    11.8
DC(Max)     V       1.2     1.1     1.1     1.0     0.8     0.5     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    30.0    20.6    40.1    76.3   102.2   117.7   122.8
Haunch (Max)V      12.8    11.1    11.7    10.5     7.9     5.3     2.6     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.5     0.8     1.1     1.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.3     9.1    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.2     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     4.1     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.3     2.1     1.6     1.0     0.5     0.0
LL + I    : M+      0.0   123.9    85.6   164.5   301.3   385.3   433.4   445.4
            V      73.7    66.2    68.7    63.5    52.9    42.7     5.2    25.9
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    73.7    66.2    68.7    63.5    53.2    43.5    35.5    28.6
            M       0.0   124.7    86.6   164.5   291.5   366.0   402.6   407.4
Total     : M+      0.0   190.7   131.4   253.8   471.4   613.2   696.0   719.9
            V     102.3    91.1    94.8    86.9    70.5    54.5    11.1    26.0
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   102.3    91.1    94.8    86.9    70.8    55.3    41.5    28.6
            M       0.0   191.5   132.4   253.8   461.6   593.9   665.3   681.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.66   35.83   38.33
Self wt.  : M      57.1    49.6    37.0    19.4    10.0    14.5     0.0
(Max)       V       1.3     2.6     3.8     5.1     5.7     5.4     6.2
DL-Prec.  : M      11.3     9.8     7.3     3.8     2.0     2.9     0.0
DC(Max)     V       0.3     0.5     0.8     1.0     1.1     1.1     1.2
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     117.7   102.2    76.3    40.1    20.6    30.0     0.0
Haunch (Max)V       2.6     5.3     7.9    10.5    11.7    11.1    12.8
Diaphragm : M       1.1     0.8     0.5     0.2     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      52.3    45.4    33.9    17.8     9.1    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.2     5.0     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     4.1     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
LL + I    : M+    433.4   385.3   301.3   164.5    85.6   123.9     0.0
            V       5.2    42.7    52.9    63.5    68.7    66.2    73.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.5    43.5    53.2    63.5    68.7    66.2    73.7
            M     402.6   366.0   291.5   164.5    86.6   124.7     0.0
Total     : M+    696.0   613.2   471.4   253.8   131.4   190.7     0.0
            V      11.1    54.5    70.5    86.9    94.8    91.1   102.3
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    41.5    55.3    70.8    86.9    94.8    91.1   102.3
            M     665.3   593.9   461.6   253.8   132.4   191.5     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                6.2              6.2
Deck+Haunch            12.8             12.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.2              1.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           28.5             28.5
DL-Comp.(DW)           12.6             12.6
Live                   66.7             66.7
        Truck          54.5             54.5
        Lane           12.3             12.3
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    14.5    10.0    19.4    37.0    49.6    57.1    59.6
(Max)       V       6.2     5.4     5.7     5.1     3.8     2.6     1.3     0.0
DL-Prec.  : M       0.0     2.9     2.0     3.8     7.3     9.8    11.3    11.8
DC(Max)     V       1.2     1.1     1.1     1.0     0.8     0.5     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    30.0    20.6    40.1    76.3   102.2   117.7   122.8
Haunch (Max)V      12.8    11.1    11.7    10.5     7.9     5.3     2.6     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.5     0.8     1.1     1.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.3     9.1    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.2     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     4.1     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.3     2.1     1.6     1.0     0.5     0.0
LL + I    : M+      0.0    99.1    68.5   131.6   241.0   308.2   346.7   356.3
            V      59.0    53.0    55.0    50.8    42.3    34.2     4.2    20.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.0    53.0    55.0    50.8    42.6    34.8    28.4    22.9
            M       0.0    99.8    69.3   131.6   233.2   292.8   322.1   325.9
Total     : M+      0.0   165.9   114.3   220.9   411.1   536.1   609.4   630.8
            V      87.5    77.8    81.0    74.2    60.0    45.9    10.1    20.8
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    87.5    77.8    81.0    74.2    60.2    46.6    34.3    22.9
            M       0.0   166.5   115.1   220.9   403.3   520.7   584.8   600.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.66   35.83   38.33
Self wt.  : M      57.1    49.6    37.0    19.4    10.0    14.5     0.0
(Max)       V       1.3     2.6     3.8     5.1     5.7     5.4     6.2
DL-Prec.  : M      11.3     9.8     7.3     3.8     2.0     2.9     0.0
DC(Max)     V       0.3     0.5     0.8     1.0     1.1     1.1     1.2
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     117.7   102.2    76.3    40.1    20.6    30.0     0.0
Haunch (Max)V       2.6     5.3     7.9    10.5    11.7    11.1    12.8
Diaphragm : M       1.1     0.8     0.5     0.2     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      52.3    45.4    33.9    17.8     9.1    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.2     5.0     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     4.1     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
LL + I    : M+    346.7   308.2   241.0   131.6    68.5    99.1     0.0
            V       4.2    34.2    42.3    50.8    55.0    53.0    59.0
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    28.4    34.8    42.6    50.8    55.0    53.0    59.0
            M     322.1   292.8   233.2   131.6    69.3    99.8     0.0
Total     : M+    609.4   536.1   411.1   220.9   114.3   165.9     0.0
            V      10.1    45.9    60.0    74.2    81.0    77.8    87.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    34.3    46.6    60.2    74.2    81.0    77.8    87.5
            M     584.8   520.7   403.3   220.9   115.1   166.5     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    1.68    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    18.2    12.5    24.3    46.3    61.9    71.4    74.5
(Max)       V       7.8     6.8     7.1     6.4     4.8     3.2     1.6     0.0
Self wt.  : M       0.0    13.1     9.0    17.5    33.3    44.6    51.4    53.6
(Min)       V       5.6     4.9     5.1     4.6     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     3.6     2.5     4.8     9.1    12.2    14.1    14.7
DC(Max)     V       1.5     1.3     1.4     1.3     0.9     0.6     0.3     0.0
DL-Prec.  : M       0.0     2.6     1.8     3.5     6.6     8.8    10.1    10.6
DC(Min)     V       1.1     1.0     1.0     0.9     0.7     0.5     0.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    37.4    25.7    50.1    95.4   127.7   147.1   153.6
Haunch (Max)V      16.0    13.9    14.6    13.2     9.9     6.6     3.3     0.0
Deck +    : M       0.0    27.0    18.5    36.1    68.7    91.9   105.9   110.6
Haunch (Min)V      11.5    10.0    10.5     9.5     7.1     4.7     2.4     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.7     1.0     1.4     1.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.1     0.2     0.5     0.7     1.0     1.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    16.6    11.4    22.3    42.4    56.8    65.4    68.3
DC(Max)     V       7.1     6.2     6.5     5.8     4.4     2.9     1.5     0.0
DL-Comp   : M       0.0    12.0     8.2    16.0    30.5    40.9    47.1    49.2
DC(Min)     V       5.1     4.5     4.7     4.2     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     8.9     6.1    11.9    22.6    30.2    34.8    36.4
DW(Max)     V       3.8     3.3     3.5     3.1     2.3     1.6     0.8     0.0
DL-Comp   : M       0.0     3.8     2.6     5.1     9.8    13.1    15.1    15.8
DW(Min)     V       1.6     1.4     1.5     1.3     1.0     0.7     0.3     0.0
LL + I    : M+      0.0   216.9   149.8   287.8   527.2   674.2   758.4   779.5
            V     129.0   115.9   120.2   111.0    92.6    74.7     9.1    45.3
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   129.0   115.9   120.2   111.0    93.1    76.2    62.2    50.0
            M       0.0   218.3   151.5   287.8   510.0   640.5   704.6   712.9
Total     : M+      0.0   301.8   208.1   401.5   743.6   964.1  1092.6  1128.6
            V     165.3   147.5   153.4   140.9   115.0    89.7    16.6    45.4
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   165.3   147.5   153.4   140.9   115.5    91.2    69.7    50.1
            M       0.0   303.2   209.8   401.5   726.4   930.3  1038.7  1062.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.66   35.83   38.33
Self wt.  : M      71.4    61.9    46.3    24.3    12.5    18.2     0.0
(Max)       V       1.6     3.2     4.8     6.4     7.1     6.8     7.8
Self wt.  : M      51.4    44.6    33.3    17.5     9.0    13.1     0.0
(Min)       V       1.1     2.3     3.4     4.6     5.1     4.9     5.6
DL-Prec.  : M      14.1    12.2     9.1     4.8     2.5     3.6     0.0
DC(Max)     V       0.3     0.6     0.9     1.3     1.4     1.3     1.5
DL-Prec.  : M      10.1     8.8     6.6     3.5     1.8     2.6     0.0
DC(Min)     V       0.2     0.5     0.7     0.9     1.0     1.0     1.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     147.1   127.7    95.4    50.1    25.7    37.4     0.0
Haunch (Max)V       3.3     6.6     9.9    13.2    14.6    13.9    16.0
Deck +    : M     105.9    91.9    68.7    36.1    18.5    27.0     0.0
Haunch (Min)V       2.4     4.7     7.1     9.5    10.5    10.0    11.5
Diaphragm : M       1.4     1.0     0.7     0.3     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       1.0     0.7     0.5     0.2     0.1     0.2     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      65.4    56.8    42.4    22.3    11.4    16.6     0.0
DC(Max)     V       1.5     2.9     4.4     5.8     6.5     6.2     7.1
DL-Comp   : M      47.1    40.9    30.5    16.0     8.2    12.0     0.0
DC(Min)     V       1.1     2.1     3.2     4.2     4.7     4.5     5.1
DL-Comp   : M      34.8    30.2    22.6    11.9     6.1     8.9     0.0
DW(Max)     V       0.8     1.6     2.3     3.1     3.5     3.3     3.8
DL-Comp   : M      15.1    13.1     9.8     5.1     2.6     3.8     0.0
DW(Min)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
LL + I    : M+    758.4   674.2   527.2   287.8   149.8   216.9     0.0
            V       9.1    74.7    92.6   111.0   120.2   115.9   129.0
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    62.2    76.2    93.1   111.0   120.2   115.9   129.0
            M     704.6   640.5   510.0   287.8   151.5   218.3     0.0
Total     : M+   1092.6   964.1   743.6   401.5   208.1   301.8     0.0
            V      16.6    89.7   115.0   140.9   153.4   147.5   165.3
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    69.7    91.2   115.5   140.9   153.4   147.5   165.3
            M    1038.7   930.3   726.4   401.5   209.8   303.2     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                7.8              7.8
Deck+Haunch            16.0             16.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.5              1.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           35.6             35.6
DL-Comp.(DW)           19.0             19.0
Live                  116.8            116.8
        Truck          95.3             95.3
        Lane           21.5             21.5
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    14.5    10.0    19.4    37.0    49.6    57.1    59.6
(Max)       V       6.2     5.4     5.7     5.1     3.8     2.6     1.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     2.9     2.0     3.8     7.3     9.8    11.3    11.8
DC(Max)     V       1.2     1.1     1.1     1.0     0.8     0.5     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    30.0    20.6    40.1    76.3   102.2   117.7   122.8
Haunch (Max)V      12.8    11.1    11.7    10.5     7.9     5.3     2.6     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.5     0.8     1.1     1.4
(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    13.3     9.1    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.2     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     5.9     4.1     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.3     2.1     1.6     1.0     0.5     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   109.6    75.3   146.3   276.0   365.1   413.7   421.7
            V      68.2    60.7    63.2    57.9    50.9    43.9    36.9    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    68.2    60.7    63.2    57.9    50.9    43.9    36.9    29.9
            M       0.0   109.6    75.3   146.3   276.0   365.1   413.7   421.7
Total     : M+      0.0   176.4   121.1   235.6   446.1   593.0   676.3   696.2
            V      96.8    85.6    89.2    81.4    68.5    55.7    42.8    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    96.8    85.6    89.2    81.4    68.5    55.7    42.8    30.0
            M       0.0   176.4   121.1   235.6   446.1   593.0   676.3   696.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.66   35.83   38.33
Self wt.  : M      57.1    49.6    37.0    19.4    10.0    14.5     0.0
(Max)       V       1.3     2.6     3.8     5.1     5.7     5.4     6.2
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      11.3     9.8     7.3     3.8     2.0     2.9     0.0
DC(Max)     V       0.3     0.5     0.8     1.0     1.1     1.1     1.2
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     117.7   102.2    76.3    40.1    20.6    30.0     0.0
Haunch (Max)V       2.6     5.3     7.9    10.5    11.7    11.1    12.8
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       1.1     0.8     0.5     0.2     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      52.3    45.4    33.9    17.8     9.1    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.2     5.0     5.7
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      23.2    20.2    15.1     7.9     4.1     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
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+    413.7   365.1   276.0   146.3    75.3   109.6     0.0
            V      36.9    43.9    50.9    57.9    63.2    60.7    68.2
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    36.9    43.9    50.9    57.9    63.2    60.7    68.2
            M     413.7   365.1   276.0   146.3    75.3   109.6     0.0
Total     : M+    676.3   593.0   446.1   235.6   121.1   176.4     0.0
            V      42.8    55.7    68.5    81.4    89.2    85.6    96.8
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    42.8    55.7    68.5    81.4    89.2    85.6    96.8
            M     676.3   593.0   446.1   235.6   121.1   176.4     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    2.50    3.43    7.37   11.30   15.23   19.17   13.27
 
Beam-Self
Precast-top    0.092   0.123   0.234   0.313   0.361   0.377   0.341 
Bottom        -0.070  -0.093  -0.178  -0.238  -0.274  -0.286  -0.259 
 
Prestress
Precast-top    0.010   0.010   0.010   0.010   0.010   0.010   0.010 
Bottom         2.298   2.298   2.298   2.298   2.298   2.298   2.298 
 
Total
Precast-top    0.101   0.133   0.244   0.323   0.370   0.386   0.351 
Bottom         2.228   2.205   2.121   2.060   2.024   2.012   2.039 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.12 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top    0.001   0.008   0.006   0.008   0.008   0.008   0.008   0.008
Bottom         0.348   1.996   1.470   1.996   1.996   1.996   1.996   1.996
 
Self wt.
Precast-top   -0.000   0.092   0.063   0.123   0.234   0.313   0.361   0.377
Bottom        -0.000  -0.070  -0.048  -0.093  -0.178  -0.238  -0.274  -0.286
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.012   0.024   0.046   0.062   0.071   0.074
Bottom        -0.000  -0.014  -0.010  -0.018  -0.035  -0.047  -0.054  -0.056
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.005   0.007   0.009
Bottom        -0.000  -0.001  -0.001  -0.001  -0.003  -0.004  -0.005  -0.007
 
Deck + Haunch
Precast-top   -0.000   0.189   0.130   0.253   0.482   0.646   0.744   0.776
Bottom        -0.000  -0.144  -0.099  -0.192  -0.366  -0.490  -0.564  -0.589
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.009   0.017   0.032   0.042   0.049   0.051
Precast-top   -0.000   0.004   0.002   0.005   0.009   0.012   0.014   0.014
Bottom        -0.000  -0.031  -0.022  -0.042  -0.080  -0.107  -0.123  -0.129
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.004   0.007   0.014   0.019   0.022   0.023
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.014  -0.010  -0.019  -0.035  -0.047  -0.055  -0.057
 
LL+I(+)
Topping-top   -0.000   0.116   0.080   0.154   0.282   0.360   0.405   0.417
Precast-top   -0.000   0.033   0.022   0.044   0.080   0.102   0.115   0.118
Bottom        -0.000  -0.292  -0.204  -0.387  -0.709  -0.907  -1.020  -1.048
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.134   0.093   0.178   0.328   0.422   0.476   0.490 
Precast-top    0.001   0.347   0.238   0.461   0.867   1.154   1.326   1.383 
Bottom         0.348   1.432   1.077   1.244   0.591   0.157  -0.099  -0.175 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.012   0.024   0.046   0.061   0.071   0.074 
Precast-top    0.001   0.314   0.216   0.417   0.787   1.052   1.211   1.265 
Bottom         0.348   1.723   1.281   1.631   1.300   1.064   0.921   0.873 
 

 
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    2.50    3.43    7.37   11.30   15.23   19.17   13.27
 
Beam-Self
Precast-top    0.092   0.123   0.234   0.313   0.361   0.377   0.341 
Bottom        -0.070  -0.093  -0.178  -0.238  -0.274  -0.286  -0.259 
 
Prestress
Precast-top    0.010   0.010   0.010   0.010   0.010   0.010   0.010 
Bottom         2.298   2.298   2.298   2.298   2.298   2.298   2.298 
 
Total
Precast-top    0.101   0.133   0.244   0.323   0.370   0.386   0.351 
Bottom         2.228   2.205   2.121   2.060   2.024   2.012   2.039 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.820   0.620   0.620   0.620   0.620   0.620 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.12 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top    0.001   0.008   0.006   0.008   0.008   0.008   0.008   0.008
Bottom         0.348   1.996   1.470   1.996   1.996   1.996   1.996   1.996
 
Self wt.
Precast-top   -0.000   0.092   0.063   0.123   0.234   0.313   0.361   0.377
Bottom        -0.000  -0.070  -0.048  -0.093  -0.178  -0.238  -0.274  -0.286
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.012   0.024   0.046   0.062   0.071   0.074
Bottom        -0.000  -0.014  -0.010  -0.018  -0.035  -0.047  -0.054  -0.056
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.005   0.007   0.009
Bottom        -0.000  -0.001  -0.001  -0.001  -0.003  -0.004  -0.005  -0.007
 
Deck + Haunch
Precast-top   -0.000   0.189   0.130   0.253   0.482   0.646   0.744   0.776
Bottom        -0.000  -0.144  -0.099  -0.192  -0.366  -0.490  -0.564  -0.589
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.009   0.017   0.032   0.042   0.049   0.051
Precast-top   -0.000   0.004   0.002   0.005   0.009   0.012   0.014   0.014
Bottom        -0.000  -0.031  -0.022  -0.042  -0.080  -0.107  -0.123  -0.129
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.004   0.007   0.014   0.019   0.022   0.023
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.014  -0.010  -0.019  -0.035  -0.047  -0.055  -0.057
 
LL+I(+)
Topping-top   -0.000   0.093   0.064   0.123   0.225   0.288   0.324   0.333
Precast-top   -0.000   0.026   0.018   0.035   0.064   0.082   0.092   0.094
Bottom        -0.000  -0.233  -0.163  -0.310  -0.567  -0.725  -0.816  -0.838
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.111   0.077   0.147   0.271   0.350   0.395   0.407 
Precast-top    0.001   0.340   0.234   0.452   0.851   1.133   1.303   1.360 
Bottom         0.348   1.490   1.118   1.321   0.733   0.338   0.105   0.034 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.68    3.43    7.37   11.30   15.23   19.17
F_LL+I(+)
Topping-top   -0.000   0.102   0.071   0.137   0.258   0.341   0.387   0.394
Precast-top   -0.000   0.029   0.020   0.039   0.073   0.097   0.110   0.112
Bottom        -0.000  -0.258  -0.179  -0.344  -0.649  -0.859  -0.973  -0.992
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.111   0.077   0.149   0.281   0.372   0.422   0.431 
Precast-top    0.001   0.186   0.128   0.247   0.467   0.622   0.715   0.744 
Bottom         0.174   0.604   0.461   0.471   0.001  -0.327  -0.513  -0.556 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 5,  STRENGTH I
Using General Beta Theta Tables 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
    165.3    6.0   37.3    0.186   0.0   1.00e-3 37.0    152.0     0.617    3.013      1.19
      0.0    0.2   37.1     31.5 0.165      31.6 2.01    12.00     0.085    1.517 
Transfer:   3.00
    147.5    6.0   37.3    1.118   0.0   1.00e-3 37.3    131.6     0.548    1.316      0.00
    303.2    1.3   36.6    189.0 0.149      32.3 2.08    12.00     0.085    1.674 
Critical:   3.55
    143.5    6.0   37.3    1.157   0.0   1.00e-3 37.2    127.1     0.528    1.263      0.00
    361.1    1.4   36.6    189.0 0.145      32.4 2.09    12.00     0.085    1.720 
0.1L    :   3.93
    140.9    6.0   37.3    1.182   0.0   0.87e-3 35.9    123.0     0.487    1.224      0.00
    401.5    1.4   36.5    189.0 0.143      33.5 2.16    12.00     0.085    1.751 
0.2L    :   7.87
    115.5    6.0   37.3    1.450   0.0   0.98e-3 36.7     95.1     0.390    0.765      0.00
    726.4    1.7   36.4    189.0 0.118      33.3 2.15    24.00     0.085    1.713 
0.3L    :  11.80
     91.2    6.0   37.3    1.717   0.0   0.76e-3 34.1     65.5     0.245    0.765      0.00
    930.3    2.0   36.2    189.0 0.093      35.8 2.33    24.00     0.085    2.377 
0.4L    :  15.73
     69.7    6.0   37.3    1.736   0.0   0.87e-3 35.0     42.0     0.162    0.300      0.00
   1038.7    2.1   36.2    189.0 0.071      35.5 2.31    24.00     0.085    1.461 
0.5L    :  19.67
     50.1    6.0   37.3    1.736   0.0   0.75e-3 33.7     19.1     0.085    0.300      0.00
   1062.0    2.1   36.2    189.0 0.051      36.6 2.38    24.00     0.085    2.124 
0.6L    :  23.60
     69.7    6.0   37.3    1.736   0.0   0.87e-3 35.0     42.0     0.162    0.300      0.00
   1038.7    2.1   36.2    189.0 0.071      35.5 2.31    24.00     0.085    1.461 
0.7L    :  27.53
     91.2    6.0   37.3    1.717   0.0   0.76e-3 34.1     65.5     0.245    0.765      0.00
    930.3    2.0   36.2    189.0 0.093      35.8 2.33    24.00     0.085    2.377 
0.8L    :  31.47
    115.5    6.0   37.3    1.450   0.0   0.98e-3 36.7     95.1     0.390    0.765      0.00
    726.4    1.7   36.4    189.0 0.118      33.3 2.15    24.00     0.085    1.713 
0.9L    :  35.40
    140.9    6.0   37.3    1.182   0.0   0.87e-3 35.9    123.0     0.487    1.224      0.00
    401.5    1.4   36.5    189.0 0.143      33.5 2.16    12.00     0.085    1.751 
Critical:  35.79
    143.5    6.0   37.3    1.157   0.0   1.00e-3 37.2    127.1     0.528    1.263      0.00
    361.1    1.4   36.6    189.0 0.145      32.4 2.09    12.00     0.085    1.720 
Transfer:  36.33
    147.5    6.0   37.3    1.118   0.0   1.00e-3 37.3    131.6     0.548    1.316      0.00
    303.2    1.3   36.6    189.0 0.149      32.3 2.08    12.00     0.085    1.674 
Bearing :  38.83
    165.3    6.0   37.3    0.186   0.0   1.00e-3 37.0    152.0     0.617    3.013      1.19
      0.0    0.2   37.1     31.5 0.165      31.6 2.01    12.00     0.085    1.517 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =    8.00
Abrst_rqrd, in2 =    0.85
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 5
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 9.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    165.3      4.95     37.25    0.23       37.14    24.00      0.090      1.424      0.485      0.533 
Transfer:      2.50
    147.5      4.48     37.25    1.34       36.58    24.00      0.090      1.269      0.392      0.533 
Critical:      3.05
    143.6      4.37     37.25    1.38       36.56    24.00      0.090      1.230      0.369      0.480 
0.1L    :      3.43
    140.9      4.28     37.25    1.41       36.54    24.00      0.090      1.203      0.353      0.480 
0.2L    :      7.37
    115.5      3.53     37.25    1.72       36.39    24.00      0.090      0.951      0.201      0.300 
0.3L    :     11.30
     91.2      2.80     37.25    2.04       36.23    24.00      0.090      0.707      0.055      0.300 
0.4L    :     15.23
     69.7      2.14     37.25    2.06       36.22    24.00      0.090      0.488      0.000      0.300 
0.5L    :     19.17
     50.1      1.54     37.25    2.06       36.22    24.00      0.090      0.287      0.000      0.300 
0.6L    :     23.10
     69.7      2.14     37.25    2.06       36.22    24.00      0.090      0.488      0.000      0.300 
0.7L    :     27.03
     91.2      2.80     37.25    2.04       36.23    24.00      0.090      0.707      0.055      0.300 
0.8L    :     30.97
    115.5      3.53     37.25    1.72       36.39    24.00      0.090      0.951      0.201      0.300 
0.9L    :     34.90
    140.9      4.28     37.25    1.41       36.54    24.00      0.090      1.203      0.353      0.480 
Critical:     35.29
    143.6      4.37     37.25    1.38       36.56    24.00      0.090      1.230      0.369      0.480 
Transfer:     35.83
    147.5      4.48     37.25    1.34       36.58    24.00      0.090      1.269      0.392      0.533 
Bearing :     38.33
    165.3      4.95     37.25    0.23       37.14    24.00      0.090      1.424      0.485      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.43 ft
Prestress      :       0.164  1.80      0.295  2.20      0.360
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
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          :       0.132            0.236            0.284
 
At 0.2 x L = 7.37 ft
Prestress      :       0.294  1.80      0.529  2.20      0.647
Self Wt.       :      -0.064  1.85     -0.119  2.40     -0.155
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          :       0.229            0.410            0.492
 
At 0.3 x L = 11.30 ft
Prestress      :       0.387  1.80      0.696  2.20      0.851
Self Wt.       :      -0.090  1.85     -0.167  2.40     -0.216
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          :       0.297            0.530            0.635
 
At 0.4 x L = 15.23 ft
Prestress      :       0.443  1.80      0.797  2.20      0.974
Self Wt.       :      -0.107  1.85     -0.197  2.40     -0.256
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          :       0.336            0.600            0.718
 
At 0.5 x L = 19.17 ft
Prestress      :       0.461  1.80      0.830  2.20      1.015
Self Wt.       :      -0.112  1.85     -0.208  2.40     -0.269
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          :       0.349            0.623            0.746
 
At 0.6 x L = 23.10 ft
Prestress      :       0.443  1.80      0.797  2.20      0.974
Self Wt.       :      -0.107  1.85     -0.197  2.40     -0.256
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          :       0.336            0.600            0.718
 
At 0.7 x L = 27.03 ft
Prestress      :       0.387  1.80      0.696  2.20      0.851
Self Wt.       :      -0.090  1.85     -0.167  2.40     -0.216
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          :       0.297            0.530            0.635
 
At 0.8 x L = 30.97 ft
Prestress      :       0.294  1.80      0.529  2.20      0.647
Self Wt.       :      -0.064  1.85     -0.119  2.40     -0.155
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          :       0.229            0.410            0.492
 
At 0.9 x L = 34.90 ft
Prestress      :       0.164  1.80      0.295  2.20      0.360
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
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          :       0.132            0.236            0.284
 

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
   301.8    32.3  1.398  266.3    1.6   1.34    979.9  0.070T 1.00       -       -     -     -  
H/2     :   1.68
   208.1    32.3  1.015  267.3    1.1   0.97    717.9  0.097T 1.00       -       -     -     -  
0.1L    :   3.43
   401.5    32.3  1.477  266.1    1.7   1.41   1033.5  0.066T 1.00       -       -     -     -  
0.2L    :   7.37
   743.6    32.3  1.812  265.2    2.0   1.72   1257.1  0.054T 1.00       -       -     -     -  
0.3L    :  11.30
   964.1    32.3  2.146  264.4    2.4   2.04   1477.0  0.045T 1.00       -       -     -     -  
0.4L    :  15.23
  1092.6    32.3  2.170  264.3    2.4   2.06   1492.4  0.044T 1.00   1103.9  1103.9    1.35    -  
0.5L    :  19.17
  1128.6    32.3  2.170  264.3    2.4   2.06   1492.4  0.044T 1.00   1095.2  1095.2    1.36    -  
0.6L    :  23.10
  1092.6    32.3  2.170  264.3    2.4   2.06   1492.4  0.044T 1.00   1103.9  1103.9    1.35    -  
0.7L    :  27.03
   964.1    32.3  2.146  264.4    2.4   2.04   1477.0  0.045T 1.00   1129.7  1129.7    1.31    -  
0.8L    :  30.97
   743.6    32.3  1.812  265.2    2.0   1.72   1257.1  0.054T 1.00       -       -     -     -  
0.9L    :  34.90
   401.5    32.3  1.477  266.1    1.7   1.41   1033.5  0.066T 1.00       -       -     -     -  
H/2     :  36.66
   208.1    32.3  1.015  267.3    1.1   0.97    717.9  0.097T 1.00       -       -     -     -  
Transfer:  35.83
   301.8    32.3  1.398  266.3    1.6   1.34    979.9  0.070T 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    -0.155
        M   2.00 Fb     0.579
 
  2   1 E  29.00 Ft     0.316
        M  29.00 Fb     0.451
 
  3   1 E  27.00 Ft     0.743
        M  27.00 Fb     0.358
 
  4   2 E   4.00 Ft     0.566
        M   4.00 Fb     0.954
 
  5   2 E   4.00 Ft     0.388
        M   4.00 Fb     1.549
 
  6   2 E   2.00 Ft     0.122
        M   2.00 Fb     2.213
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-A       
Precast Length, ft: 39.33            Release Length, ft: 38.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.41 %               Final losses: 15.09 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.228     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.101       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  1492.36     1128.60     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   0.074     Midspan
    Pre.Top:   3.000   1.383     Midspan    2.250   1.265     Midspan
    Pre.Bot:   3.000   1.432    Transfer    2.250   1.723    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.001     Bearing
    Pre.Bot:  -0.420   0.034     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.744     Midspan
    Pre.Bot:                                                             2.000   0.604    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  19.17 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.461  1.80      0.830  2.20      1.015
Self Wt.       :      -0.112  1.85     -0.208  2.40     -0.269
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          :       0.349            0.623            0.746
 
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

