 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/18/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : B Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1)The Bridge span is 38 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 5ksi, repectively. 
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_da51.tmp\B38\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       36.167
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       33.001
Number of spans         =            1
Number of lanes         =            2
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       13.000
Bridge c/s,MI(Ixx), in4 =   1170542.75
 
SPAN DATA
---------
Precast length    , ft =     39.333
Bearing-to-bearing, ft =     38.333
Release span      , ft =     39.333
 
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-B    3.083    382.5    62000.0  39.00  17.06  13.00   6.833
 2             IA-Std-B    7.500    382.5    62000.0  39.00  17.06  13.00   7.500
 3             IA-Std-B    7.500    382.5    62000.0  39.00  17.06  13.00   7.500
 4             IA-Std-B    7.500    382.5    62000.0  39.00  17.06  13.00   7.500
 5             IA-Std-B    7.500    382.5    62000.0  39.00  17.06  13.00   6.834
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      5.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4286.630        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      4.500 
Eci ,ksi      =   4066.840
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Straight Pattern
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: NO
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.064    0.00       0.064   38.33   Additional Overhang Load
   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   19.000
   1    2        0.285   19.000
   1    3        0.285   19.000
   1    4        0.285   19.000
   1    5        0.143   19.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   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    0.099     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              4.50 ksi 
  Elasticity          4066.8 ksi 
  Max comp              2.92 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.51 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      5.00 ksi    4.00 ksi 
  Elasticity 4286.63 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.00 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.25 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.42 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    4.50        5.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 11.25 in):
 
  4 @  2.000 in 2 @  6.000 in 1 @ 34.000 in 1 @ 36.000 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  2.3960 Yes       
       2 US#5[M16]  60.0  0.62    9.00  0.5200  2.0210 No        
       2 US#5[M16]  60.0  0.62    9.88  2.0210  2.8451 No        
       2 US#5[M16]  60.0  0.62   11.88  2.8451  3.8399 No        
       2 US#5[M16]  60.0  0.62   13.00  3.8399  7.0899 No        
       2 US#5[M16]  60.0  0.62   15.00  7.0899  8.3399 No        
       2 US#5[M16]  60.0  0.62   17.00  8.3399 16.8330 No        
       2 US#4[M13]  60.0  0.40   10.75  2.3960  3.2920 Yes       
       2 US#4[M13]  60.0  0.40   13.00  3.2920  7.6401 Yes       
       2 US#4[M13]  60.0  0.40   17.00  7.6401 31.6929 Yes       
       2 US#4[M13]  60.0  0.40   13.00 31.6929 36.0410 Yes       
       2 US#4[M13]  60.0  0.40   10.75 36.0410 36.9370 Yes       
       2 US#5[M16]  60.0  0.62   17.00 22.5000 30.9931 No        
       2 US#5[M16]  60.0  0.62   15.00 30.9931 32.2431 No        
       2 US#5[M16]  60.0  0.62   13.00 32.2431 35.4931 No        
       2 US#5[M16]  60.0  0.62   11.88 35.4931 36.4879 No        
       2 US#5[M16]  60.0  0.62    9.88 36.4879 37.3120 No        
       2 US#5[M16]  60.0  0.62    9.00 37.3120 38.8130 No        
       2 US#4[M13]  60.0  0.40    9.00 36.9370 39.1873 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#6[M19]           2.00 0.880  0.0000 39.3330       3.00 
      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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 11.25 in):
 
  4 @  2.000 in 2 @  6.000 in 1 @ 34.000 in 1 @ 36.000 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  2.3960 Yes       
       2 US#5[M16]  60.0  0.62    9.00  0.5200  2.0210 No        
       2 US#5[M16]  60.0  0.62    9.88  2.0210  2.8451 No        
       2 US#5[M16]  60.0  0.62   11.88  2.8451  3.8399 No        
       2 US#5[M16]  60.0  0.62  13.00*  3.8399  7.0899 No        
       2 US#5[M16]  60.0  0.62   15.00  7.0899  8.3399 No        
       2 US#5[M16]  60.0  0.62   17.00  8.3399 16.8330 No        
       2 US#4[M13]  60.0  0.40   10.75  2.3960  3.2920 Yes       
       2 US#4[M13]  60.0  0.40  13.00*  3.2920  7.6401 Yes       
       2 US#4[M13]  60.0  0.40   17.00  7.6401 31.6929 Yes       
       2 US#4[M13]  60.0  0.40  13.00* 31.6929 36.0410 Yes       
       2 US#4[M13]  60.0  0.40   10.75 36.0410 36.9370 Yes       
       2 US#5[M16]  60.0  0.62   17.00 22.5000 30.9931 No        
       2 US#5[M16]  60.0  0.62   15.00 30.9931 32.2431 No        
       2 US#5[M16]  60.0  0.62  13.00* 32.2431 35.4931 No        
       2 US#5[M16]  60.0  0.62   11.88 35.4931 36.4879 No        
       2 US#5[M16]  60.0  0.62    9.88 36.4879 37.3120 No        
       2 US#5[M16]  60.0  0.62    9.00 37.3120 38.8130 No        
       2 US#4[M13]  60.0  0.40    9.00 36.9370 39.1873 Yes       
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#6[M19]           2.00 0.880  0.0000 39.3330       3.00 
      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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 11.25 in):
 
  4 @  2.000 in 2 @  6.000 in 1 @ 34.000 in 1 @ 36.000 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  2.3960 Yes       
       2 US#5[M16]  60.0  0.62    9.00  0.5200  2.0210 No        
       2 US#5[M16]  60.0  0.62    9.88  2.0210  2.8451 No        
       2 US#5[M16]  60.0  0.62   11.88  2.8451  3.8399 No        
       2 US#5[M16]  60.0  0.62  13.00*  3.8399  7.0899 No        
       2 US#5[M16]  60.0  0.62   15.00  7.0899  8.3399 No        
       2 US#5[M16]  60.0  0.62   17.00  8.3399 16.8330 No        
       2 US#4[M13]  60.0  0.40   10.75  2.3960  3.2920 Yes       
       2 US#4[M13]  60.0  0.40  13.00*  3.2920  7.6401 Yes       
       2 US#4[M13]  60.0  0.40   17.00  7.6401 31.6929 Yes       
       2 US#4[M13]  60.0  0.40  13.00* 31.6929 36.0410 Yes       
       2 US#4[M13]  60.0  0.40   10.75 36.0410 36.9370 Yes       
       2 US#5[M16]  60.0  0.62   17.00 22.5000 30.9931 No        
       2 US#5[M16]  60.0  0.62   15.00 30.9931 32.2431 No        
       2 US#5[M16]  60.0  0.62  13.00* 32.2431 35.4931 No        
       2 US#5[M16]  60.0  0.62   11.88 35.4931 36.4879 No        
       2 US#5[M16]  60.0  0.62    9.88 36.4879 37.3120 No        
       2 US#5[M16]  60.0  0.62    9.00 37.3120 38.8130 No        
       2 US#4[M13]  60.0  0.40    9.00 36.9370 39.1873 Yes       
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#6[M19]           2.00 0.880  0.0000 39.3330       3.00 
      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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 11.25 in):
 
  4 @  2.000 in 2 @  6.000 in 1 @ 34.000 in 1 @ 36.000 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  2.3960 Yes       
       2 US#5[M16]  60.0  0.62    9.00  0.5200  2.0210 No        
       2 US#5[M16]  60.0  0.62    9.88  2.0210  2.8451 No        
       2 US#5[M16]  60.0  0.62   11.88  2.8451  3.8399 No        
       2 US#5[M16]  60.0  0.62  13.00*  3.8399  7.0899 No        
       2 US#5[M16]  60.0  0.62   15.00  7.0899  8.3399 No        
       2 US#5[M16]  60.0  0.62   17.00  8.3399 16.8330 No        
       2 US#4[M13]  60.0  0.40   10.75  2.3960  3.2920 Yes       
       2 US#4[M13]  60.0  0.40  13.00*  3.2920  7.6401 Yes       
       2 US#4[M13]  60.0  0.40   17.00  7.6401 31.6929 Yes       
       2 US#4[M13]  60.0  0.40  13.00* 31.6929 36.0410 Yes       
       2 US#4[M13]  60.0  0.40   10.75 36.0410 36.9370 Yes       
       2 US#5[M16]  60.0  0.62   17.00 22.5000 30.9931 No        
       2 US#5[M16]  60.0  0.62   15.00 30.9931 32.2431 No        
       2 US#5[M16]  60.0  0.62  13.00* 32.2431 35.4931 No        
       2 US#5[M16]  60.0  0.62   11.88 35.4931 36.4879 No        
       2 US#5[M16]  60.0  0.62    9.88 36.4879 37.3120 No        
       2 US#5[M16]  60.0  0.62    9.00 37.3120 38.8130 No        
       2 US#4[M13]  60.0  0.40    9.00 36.9370 39.1873 Yes       
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#6[M19]           2.00 0.880  0.0000 39.3330       3.00 
      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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 11.25 in):
 
  4 @  2.000 in 2 @  6.000 in 1 @ 34.000 in 1 @ 36.000 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  2.3960 Yes       
       2 US#5[M16]  60.0  0.62    9.00  0.5200  2.0210 No        
       2 US#5[M16]  60.0  0.62    9.88  2.0210  2.8451 No        
       2 US#5[M16]  60.0  0.62   11.88  2.8451  3.8399 No        
       2 US#5[M16]  60.0  0.62   13.00  3.8399  7.0899 No        
       2 US#5[M16]  60.0  0.62   15.00  7.0899  8.3399 No        
       2 US#5[M16]  60.0  0.62   17.00  8.3399 16.8330 No        
       2 US#4[M13]  60.0  0.40   10.75  2.3960  3.2920 Yes       
       2 US#4[M13]  60.0  0.40   13.00  3.2920  7.6401 Yes       
       2 US#4[M13]  60.0  0.40   17.00  7.6401 31.6929 Yes       
       2 US#4[M13]  60.0  0.40   13.00 31.6929 36.0410 Yes       
       2 US#4[M13]  60.0  0.40   10.75 36.0410 36.9370 Yes       
       2 US#5[M16]  60.0  0.62   17.00 22.5000 30.9931 No        
       2 US#5[M16]  60.0  0.62   15.00 30.9931 32.2431 No        
       2 US#5[M16]  60.0  0.62   13.00 32.2431 35.4931 No        
       2 US#5[M16]  60.0  0.62   11.88 35.4931 36.4879 No        
       2 US#5[M16]  60.0  0.62    9.88 36.4879 37.3120 No        
       2 US#5[M16]  60.0  0.62    9.00 37.3120 38.8130 No        
       2 US#4[M13]  60.0  0.40    9.00 36.9370 39.1873 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#6[M19]           2.00 0.880  0.0000 39.3330       3.00 
      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-B                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   3.08/  7.50 ft
     thick: Top =  5.000 in    Bot =  7.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Exterior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  13.000 in
Effective width  =  81.996 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.064      0.00       0.064   38.33
     DC  Line       0.064      0.00       0.064   38.33
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    19.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 39.333 ft
Release length = 39.333 ft
Design  length = 38.333 ft
 
Kern points:
------------
Upper    =   26.56 in
Lower    =    9.67 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.679   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.775   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.835   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 1
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        382.5 in2           1021.4 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           230432 in4#
Ht. of c.g.           =        17.06 in             33.49 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        398.4 plf           1067.2 plf   
Mom. of Inertia (Iyy) =       5157.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     1.97     3.43     7.37    11.30    15.23    19.17
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    384.2    392.9    391.1    392.9    392.9    392.9    392.9    392.9
  Yb      ,  in    17.03    16.91    16.93    16.91    16.91    16.91    16.91    16.91
  MI(Ixx) , in4    62058    62343    62283    62343    62343    62343    62343    62343
Composite: (At Final, using Ec =  4286.6 ksi )
  Area    , in2   1023.0   1031.2   1029.5   1031.2   1031.2   1031.2   1031.2   1031.2
  Yb      ,  in    33.46    33.28    33.32    33.28    33.28    33.28    33.28    33.28
  MI(Ixx) , in4   231239   235238   234394   235238   235238   235238   235238   235238

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.63 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 11.25 in):
     4 @  2.000 in     2 @  6.000 in     1 @ 34.000 in     1 @ 36.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.970 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.963 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.101 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)       
-------------------------------------------------------------------------------------
       314.664         740 232.851      3.870 15671.775   338.016     123.240        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1457      2.3960    Yes
      2      US#5[M16]       60.00        0.62       9.00       0.5200      2.0210     No
      2      US#5[M16]       60.00        0.62       9.88       2.0210      2.8451     No
      2      US#5[M16]       60.00        0.62      11.88       2.8451      3.8399     No
      2      US#5[M16]       60.00        0.62      13.00       3.8399      7.0899     No
      2      US#5[M16]       60.00        0.62      15.00       7.0899      8.3399     No
      2      US#5[M16]       60.00        0.62      17.00       8.3399     16.8330     No
      2      US#4[M13]       60.00        0.40      10.75       2.3960      3.2920    Yes
      2      US#4[M13]       60.00        0.40      13.00       3.2920      7.6401    Yes
      2      US#4[M13]       60.00        0.40      17.00       7.6401     31.6929    Yes
      2      US#4[M13]       60.00        0.40      13.00      31.6929     36.0410    Yes
      2      US#4[M13]       60.00        0.40      10.75      36.0410     36.9370    Yes
      2      US#5[M16]       60.00        0.62      17.00      22.5000     30.9931     No
      2      US#5[M16]       60.00        0.62      15.00      30.9931     32.2431     No
      2      US#5[M16]       60.00        0.62      13.00      32.2431     35.4931     No
      2      US#5[M16]       60.00        0.62      11.88      35.4931     36.4879     No
      2      US#5[M16]       60.00        0.62       9.88      36.4879     37.3120     No
      2      US#5[M16]       60.00        0.62       9.00      37.3120     38.8130     No
      2      US#4[M13]       60.00        0.40       9.00      36.9370     39.1873    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#6[M19]           2.00 0.880  0.0000 39.3330       3.00 
      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 = 1.7360 in2       Ycg = 11.25 in
         P_init    =      340.3 kips  Ecc =  5.81 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.49 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.926 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.07 ksi    0.00 ksi
    due to Composite Loads                                 -0.59 ksi    0.00 ksi
    due to Live Loads                                      -2.80 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                         8.09 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.49 ksi  ( 3.31 %)            16.94 ksi ( 8.64 %)
Total Prestress Losses                                    23.44 ksi (11.96 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.6 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    1.97    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    17.8    14.3    23.9    45.4    60.9    70.1    73.2
(Max)       V       7.6     6.6     6.9     6.3     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0     5.7     4.6     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    23.9    40.1    76.3   102.1   117.7   122.8
Haunch (Max)V      12.8    11.1    11.5    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    10.6    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.1     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     4.7     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   130.1   104.4   172.7   316.3   404.5   455.0   467.7
            V      70.7    63.6    65.1    60.9    50.8    41.0     5.0    24.9
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    70.7    63.6    65.1    60.9    51.1    41.8    34.1    27.4
            M      -0.0   131.0   105.4   172.7   306.0   384.2   422.7   427.7
Total     : M+      0.0   203.1   162.7   270.3   502.1   653.4   741.9   767.3
            V     101.9    90.7    93.1    86.5    70.0    53.8    11.5    24.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   101.9    90.7    93.1    86.5    70.3    54.6    40.6    27.5
            M      -0.0   203.9   163.7   270.3   491.8   633.1   709.6   727.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.36   35.83   38.33
Self wt.  : M      70.1    60.9    45.4    23.9    14.3    17.8     0.0
(Max)       V       1.6     3.1     4.7     6.3     6.9     6.6     7.6
DL-Prec.  : M      22.4    19.5    14.5     7.6     4.6     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    23.9    30.0     0.0
Haunch (Max)V       2.6     5.3     7.9    10.5    11.5    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    10.6    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.1     5.0     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     4.7     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
LL + I    : M+    455.0   404.5   316.3   172.7   104.4   130.1     0.0
            V       5.0    41.0    50.8    60.9    65.1    63.6    70.7
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    34.1    41.8    51.1    60.9    65.1    63.6    70.7
            M     422.7   384.2   306.0   172.7   105.4   131.0     0.0
Total     : M+    741.8   653.4   502.1   270.2   162.7   203.0     0.0
            V      11.5    53.8    70.0    86.5    93.1    90.7   101.9
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    40.6    54.6    70.3    86.5    93.1    90.7   101.9
            M     709.6   633.1   491.8   270.2   163.7   203.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                7.6              7.6
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    1.97    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    17.8    14.3    23.9    45.4    60.9    70.1    73.2
(Max)       V       7.6     6.6     6.9     6.3     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0     5.7     4.6     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    23.9    40.1    76.3   102.1   117.7   122.8
Haunch (Max)V      12.8    11.1    11.5    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    10.6    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.1     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     4.7     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   104.1    83.5   138.2   253.1   323.6   364.0   374.1
            V      56.6    50.9    52.1    48.7    40.6    32.8     4.0    19.9
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    56.6    50.9    52.1    48.7    40.8    33.4    27.3    21.9
            M      -0.0   104.8    84.4   138.2   244.8   307.4   338.2   342.2
Total     : M+      0.0   177.0   141.8   235.7   438.8   572.5   650.9   673.8
            V      87.8    78.0    80.1    74.3    59.9    45.6    10.5    20.0
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    87.8    78.0    80.1    74.3    60.1    46.3    33.7    22.0
            M      -0.0   177.7   142.6   235.7   430.6   556.3   625.0   641.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.36   35.83   38.33
Self wt.  : M      70.1    60.9    45.4    23.9    14.3    17.8     0.0
(Max)       V       1.6     3.1     4.7     6.3     6.9     6.6     7.6
DL-Prec.  : M      22.4    19.5    14.5     7.6     4.6     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    23.9    30.0     0.0
Haunch (Max)V       2.6     5.3     7.9    10.5    11.5    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    10.6    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.1     5.0     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     4.7     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
LL + I    : M+    364.0   323.6   253.1   138.2    83.5   104.1     0.0
            V       4.0    32.8    40.6    48.7    52.1    50.9    56.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    27.3    33.4    40.8    48.7    52.1    50.9    56.6
            M     338.2   307.4   244.8   138.2    84.4   104.8     0.0
Total     : M+    650.8   572.5   438.8   235.7   141.8   177.0     0.0
            V      10.5    45.6    59.9    74.3    80.1    78.0    87.8
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    33.7    46.3    60.1    74.3    80.1    78.0    87.8
            M     625.0   556.3   430.6   235.7   142.6   177.7     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    22.3    17.8    29.8    56.8    76.1    87.6    91.5
(Max)       V       9.5     8.3     8.6     7.8     5.9     3.9     2.0     0.0
Self wt.  : M       0.0    16.1    12.8    21.5    40.9    54.8    63.1    65.9
(Min)       V       6.9     6.0     6.2     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     7.1     5.7     9.6    18.2    24.4    28.1    29.3
DC(Max)     V       3.1     2.7     2.7     2.5     1.9     1.3     0.6     0.0
DL-Prec.  : M       0.0     5.1     4.1     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    29.9    50.1    95.3   127.7   147.1   153.5
Haunch (Max)V      16.0    13.9    14.4    13.2     9.9     6.6     3.3     0.0
Deck +    : M       0.0    27.0    21.5    36.1    68.6    91.9   105.9   110.5
Haunch (Min)V      11.5    10.0    10.4     9.5     7.1     4.7     2.4     0.0
Diaphragm : M       0.0     0.2     0.2     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    13.3    22.3    42.4    56.8    65.4    68.3
DC(Max)     V       7.1     6.2     6.4     5.8     4.4     2.9     1.5     0.0
DL-Comp   : M       0.0    12.0     9.6    16.0    30.5    40.9    47.1    49.2
DC(Min)     V       5.1     4.5     4.6     4.2     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     8.9     7.1    11.9    22.6    30.2    34.8    36.4
DW(Max)     V       3.8     3.3     3.4     3.1     2.3     1.6     0.8     0.0
DL-Comp   : M       0.0     3.8     3.1     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   227.7   182.7   302.2   553.6   707.9   796.3   818.4
            V     123.8   111.3   113.9   106.6    88.9    71.7     8.7    43.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   123.8   111.3   113.9   106.6    89.3    73.1    59.7    48.0
            M      -0.0   229.2   184.5   302.2   535.5   672.4   739.8   748.5
Total     : M+      0.0   320.4   256.8   426.1   789.5  1024.0  1160.6  1199.0
            V     163.4   145.7   149.5   139.1   113.3    88.0    17.0    43.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   163.4   145.7   149.5   139.1   113.8    89.5    67.9    48.1
            M      -0.0   321.8   258.6   426.1   771.5   988.6  1104.2  1129.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.36   35.83   38.33
Self wt.  : M      87.6    76.1    56.8    29.8    17.8    22.3     0.0
(Max)       V       2.0     3.9     5.9     7.8     8.6     8.3     9.5
Self wt.  : M      63.1    54.8    40.9    21.5    12.8    16.1     0.0
(Min)       V       1.4     2.8     4.2     5.6     6.2     6.0     6.9
DL-Prec.  : M      28.1    24.4    18.2     9.6     5.7     7.1     0.0
DC(Max)     V       0.6     1.3     1.9     2.5     2.7     2.7     3.1
DL-Prec.  : M      20.2    17.5    13.1     6.9     4.1     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    29.9    37.4     0.0
Haunch (Max)V       3.3     6.6     9.9    13.2    14.4    13.9    16.0
Deck +    : M     105.9    91.9    68.6    36.1    21.5    27.0     0.0
Haunch (Min)V       2.4     4.7     7.1     9.5    10.4    10.0    11.5
Diaphragm : M       1.3     1.0     0.7     0.3     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       1.0     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    13.3    16.6     0.0
DC(Max)     V       1.5     2.9     4.4     5.8     6.4     6.2     7.1
DL-Comp   : M      47.1    40.9    30.5    16.0     9.6    12.0     0.0
DC(Min)     V       1.1     2.1     3.2     4.2     4.6     4.5     5.1
DL-Comp   : M      34.8    30.2    22.6    11.9     7.1     8.9     0.0
DW(Max)     V       0.8     1.6     2.3     3.1     3.4     3.3     3.8
DL-Comp   : M      15.1    13.1     9.8     5.1     3.1     3.8     0.0
DW(Min)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
LL + I    : M+    796.3   707.9   553.6   302.2   182.7   227.7     0.0
            V       8.7    71.7    88.9   106.6   113.9   111.3   123.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.7    73.1    89.3   106.6   113.9   111.3   123.8
            M     739.8   672.4   535.5   302.2   184.5   229.2     0.0
Total     : M+   1160.6  1024.0   789.5   426.1   256.8   320.4     0.0
            V      17.0    88.0   113.3   139.1   149.5   145.7   163.4
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    67.9    89.5   113.8   139.1   149.5   145.7   163.4
            M    1104.1   988.5   771.5   426.1   258.6   321.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                9.5              9.5
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    1.97    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    17.8    14.3    23.9    45.4    60.9    70.1    73.2
(Max)       V       7.6     6.6     6.9     6.3     4.7     3.1     1.6     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     4.6     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    23.9    40.1    76.3   102.1   117.7   122.8
Haunch (Max)V      12.8    11.1    11.5    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    10.6    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.1     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     4.7     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    87.7   146.3   275.9   365.0   413.6   421.6
            V      65.5    58.3    59.8    55.6    48.9    42.1    35.4    28.7
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    65.5    58.3    59.8    55.6    48.9    42.1    35.4    28.7
            M       0.0   109.6    87.7   146.3   275.9   365.0   413.6   421.6
Total     : M+      0.0   182.5   145.9   243.8   461.7   613.9   700.4   721.3
            V      96.7    85.4    87.8    81.2    68.1    55.0    41.9    28.8
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    96.7    85.4    87.8    81.2    68.1    55.0    41.9    28.8
            M       0.0   182.5   145.9   243.8   461.7   613.9   700.4   721.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.36   35.83   38.33
Self wt.  : M      70.1    60.9    45.4    23.9    14.3    17.8     0.0
(Max)       V       1.6     3.1     4.7     6.3     6.9     6.6     7.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      22.4    19.5    14.5     7.6     4.6     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    23.9    30.0     0.0
Haunch (Max)V       2.6     5.3     7.9    10.5    11.5    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    10.6    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.1     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     4.7     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    87.7   109.6     0.0
            V      35.4    42.1    48.9    55.6    59.8    58.3    65.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.4    42.1    48.9    55.6    59.8    58.3    65.5
            M     413.6   365.0   275.9   146.3    87.7   109.6     0.0
Total     : M+    700.4   613.9   461.7   243.8   145.9   182.5     0.0
            V      41.9    55.0    68.1    81.2    87.8    85.4    96.7
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    41.9    55.0    68.1    81.2    87.8    85.4    96.7
            M     700.4   613.9   461.7   243.8   145.9   182.5     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.93    7.87   11.80   15.73   19.67
 
Beam-Self
Precast-top    0.092   0.118   0.210   0.275   0.315   0.328 
Bottom        -0.071  -0.090  -0.160  -0.211  -0.241  -0.251 
 
Prestress
Precast-top    0.184   0.184   0.184   0.184   0.184   0.184 
Bottom         1.388   1.388   1.388   1.388   1.388   1.388 
 
Total
Precast-top    0.276   0.302   0.394   0.459   0.499   0.512 
Bottom         1.317   1.298   1.227   1.177   1.147   1.137 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.92 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top    0.028   0.164   0.136   0.164   0.164   0.164   0.164   0.164
Bottom         0.212   1.236   1.023   1.236   1.236   1.236   1.236   1.236
 
Self wt.
Precast-top   -0.000   0.076   0.061   0.102   0.193   0.259   0.298   0.311
Bottom        -0.000  -0.058  -0.047  -0.078  -0.148  -0.198  -0.228  -0.238
 
DL-Prec (DC)
Precast-top   -0.000   0.024   0.019   0.033   0.062   0.083   0.095   0.100
Bottom        -0.000  -0.019  -0.015  -0.025  -0.047  -0.063  -0.073  -0.076
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.005   0.006
Bottom        -0.000  -0.001  -0.000  -0.001  -0.002  -0.003  -0.004  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.127   0.102   0.170   0.324   0.434   0.500   0.522
Bottom        -0.000  -0.097  -0.078  -0.130  -0.248  -0.332  -0.383  -0.400
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.008   0.013   0.024   0.032   0.037   0.039
Precast-top   -0.000   0.004   0.003   0.005   0.010   0.013   0.015   0.016
Bottom        -0.000  -0.023  -0.018  -0.030  -0.058  -0.077  -0.089  -0.093
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.006   0.011   0.014   0.016   0.017
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.006   0.007   0.007
Bottom        -0.000  -0.010  -0.008  -0.013  -0.026  -0.034  -0.039  -0.041
 
LL+I(+)
Topping-top   -0.000   0.092   0.074   0.122   0.224   0.287   0.323   0.332
Precast-top   -0.000   0.038   0.030   0.050   0.092   0.118   0.133   0.136
Bottom        -0.000  -0.221  -0.178  -0.293  -0.537  -0.687  -0.773  -0.794
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.106   0.085   0.141   0.259   0.333   0.376   0.388 
Precast-top    0.028   0.436   0.353   0.527   0.852   1.080   1.217   1.262 
Bottom         0.212   0.808   0.679   0.666   0.171  -0.158  -0.352  -0.410 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.014   0.011   0.018   0.035   0.047   0.054   0.056 
Precast-top    0.028   0.398   0.323   0.477   0.760   0.963   1.085   1.126 
Bottom         0.212   1.029   0.857   0.959   0.708   0.529   0.421   0.384 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.93    7.87   11.80   15.73   19.67
 
Beam-Self
Precast-top    0.092   0.118   0.210   0.275   0.315   0.328 
Bottom        -0.071  -0.090  -0.160  -0.211  -0.241  -0.251 
 
Prestress
Precast-top    0.184   0.184   0.184   0.184   0.184   0.184 
Bottom         1.388   1.388   1.388   1.388   1.388   1.388 
 
Total
Precast-top    0.276   0.302   0.394   0.459   0.499   0.512 
Bottom         1.317   1.298   1.227   1.177   1.147   1.137 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.080   1.080   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.92 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top    0.028   0.164   0.136   0.164   0.164   0.164   0.164   0.164
Bottom         0.212   1.236   1.023   1.236   1.236   1.236   1.236   1.236
 
Self wt.
Precast-top   -0.000   0.076   0.061   0.102   0.193   0.259   0.298   0.311
Bottom        -0.000  -0.058  -0.047  -0.078  -0.148  -0.198  -0.228  -0.238
 
DL-Prec (DC)
Precast-top   -0.000   0.024   0.019   0.033   0.062   0.083   0.095   0.100
Bottom        -0.000  -0.019  -0.015  -0.025  -0.047  -0.063  -0.073  -0.076
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.005   0.006
Bottom        -0.000  -0.001  -0.000  -0.001  -0.002  -0.003  -0.004  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.127   0.102   0.170   0.324   0.434   0.500   0.522
Bottom        -0.000  -0.097  -0.078  -0.130  -0.248  -0.332  -0.383  -0.400
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.008   0.013   0.024   0.032   0.037   0.039
Precast-top   -0.000   0.004   0.003   0.005   0.010   0.013   0.015   0.016
Bottom        -0.000  -0.023  -0.018  -0.030  -0.058  -0.077  -0.089  -0.093
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.006   0.011   0.014   0.016   0.017
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.006   0.007   0.007
Bottom        -0.000  -0.010  -0.008  -0.013  -0.026  -0.034  -0.039  -0.041
 
LL+I(+)
Topping-top   -0.000   0.074   0.059   0.098   0.179   0.229   0.258   0.265
Precast-top   -0.000   0.030   0.024   0.040   0.074   0.094   0.106   0.109
Bottom        -0.000  -0.177  -0.143  -0.235  -0.430  -0.549  -0.618  -0.635
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.087   0.070   0.116   0.214   0.276   0.312   0.321 
Precast-top    0.028   0.428   0.347   0.517   0.834   1.057   1.191   1.235 
Bottom         0.212   0.852   0.714   0.724   0.278  -0.021  -0.197  -0.251 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
F_LL+I(+)
Topping-top   -0.000   0.078   0.062   0.104   0.196   0.259   0.293   0.299
Precast-top   -0.000   0.032   0.025   0.043   0.080   0.106   0.121   0.123
Bottom        -0.000  -0.186  -0.150  -0.248  -0.468  -0.620  -0.702  -0.716
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.085   0.068   0.113   0.213   0.282   0.320   0.327 
Precast-top    0.014   0.231   0.187   0.281   0.460   0.588   0.663   0.686 
Bottom         0.106   0.328   0.279   0.231  -0.114  -0.355  -0.492  -0.524 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 1,  STRENGTH I
Using General Beta Theta Equation procedure - Art.5.7.3.4
Location (ft)
     Vu      bv    de     Aps      Vp    eps_x  Theta  Vs-reqd    Av/s    Av-prvd   Al_reqd
   (kips)   (in)  (in)   (in2)   (kips)                 (kips)  (in2/ft)  (in2/ft)   (in2)

    Mcor     a     dv      fpo   vu/fc   Vc-com  Beta  Max.spc.  min.Av/s  pVn/Vu       
    (kft)   (in)  (in)    (ksi)          (kips)          (in)    (in2/ft)             
*******************************************************************************************
Bearing :   0.50
    163.4    6.0   43.9    0.142   0.0   6.00e-3 50.0    165.4     0.899    0.533      1.21
      0.0    0.2   43.8     31.5 0.138      16.2 0.87    12.00     0.085    0.629*
Transfer:   3.00
    145.7    6.0   43.9    0.855   0.0   5.33e-3 47.7    144.3     0.730    1.073      0.00
    321.8    1.1   43.4    189.0 0.124      17.7 0.96    24.00     0.085    1.419 
Critical:   4.11
    137.8    6.0   43.9    0.911   0.0   3.98e-3 42.9    131.0     0.563    0.942      0.00
    447.7    1.2   43.3    189.0 0.118      22.1 1.20    24.00     0.085    1.576 
0.1L    :   3.93
    139.1    6.0   43.9    0.902   0.0   4.20e-3 43.7    133.3     0.588    0.942      0.00
    426.1    1.2   43.3    189.0 0.119      21.3 1.16    24.00     0.085    1.519 
0.2L    :   7.87
    113.8    6.0   43.9    1.098   0.0   3.85e-3 42.5    103.8     0.440    0.778      0.00
    771.5    1.4   43.2    189.0 0.098      22.6 1.23    24.00     0.085    1.631 
0.3L    :  11.80
     89.5    6.0   43.9    1.294   0.0   3.26e-3 40.4     73.9     0.292    0.720      0.00
    988.6    1.6   43.1    189.0 0.077      25.5 1.39    24.00     0.085    2.089 
0.4L    :  15.73
     67.9    6.0   43.9    1.302   0.0   3.48e-3 41.2     51.2     0.208    0.720      0.07
   1104.2    1.7   43.1    189.0 0.058      24.3 1.33    24.00     0.085    2.671 
0.5L    :  19.67
     48.1    6.0   43.9    1.302   0.0   3.14e-3 40.0     27.3     0.106    0.282      0.00
   1129.2    1.7   43.1    189.0 0.041      26.2 1.43    24.00     0.085    1.847 
0.6L    :  23.60
     67.9    6.0   43.9    1.302   0.0   3.48e-3 41.2     51.2     0.208    0.720      0.07
   1104.1    1.7   43.1    189.0 0.058      24.3 1.33    24.00     0.085    2.671 
0.7L    :  27.53
     89.5    6.0   43.9    1.294   0.0   3.26e-3 40.4     73.9     0.292    0.720      0.00
    988.5    1.6   43.1    189.0 0.077      25.5 1.39    24.00     0.085    2.089 
0.8L    :  31.47
    113.8    6.0   43.9    1.098   0.0   3.85e-3 42.5    103.8     0.440    0.778      0.00
    771.5    1.4   43.2    189.0 0.098      22.6 1.23    24.00     0.085    1.631 
0.9L    :  35.40
    139.1    6.0   43.9    0.902   0.0   4.20e-3 43.7    133.3     0.588    0.942      0.00
    426.1    1.2   43.3    189.0 0.119      21.3 1.16    24.00     0.085    1.519 
Critical:  35.22
    137.8    6.0   43.9    0.911   0.0   3.98e-3 42.9    131.0     0.563    0.942      0.00
    447.7    1.2   43.3    189.0 0.118      22.1 1.20    24.00     0.085    1.576 
Transfer:  36.33
    145.7    6.0   43.9    0.855   0.0   5.33e-3 47.7    144.3     0.730    1.073      0.00
    321.8    1.1   43.4    189.0 0.124      17.7 0.96    24.00     0.085    1.419 
Bearing :  38.83
    163.4    6.0   43.9    0.142   0.0   6.00e-3 50.0    165.4     0.899    0.533      1.21
      0.0    0.2   43.8     31.5 0.138      16.2 0.87    12.00     0.085    0.629*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.68
 
 
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
    163.4      4.14     43.92    0.18       43.82    24.00      0.090      1.156      0.325      0.533 
Transfer:      2.50
    145.7      3.73     43.92    1.09       43.37    24.00      0.090      1.020      0.243      0.447 
Critical:      3.61
    137.9      3.54     43.92    1.16       43.33    24.00      0.090      0.953      0.203      0.369 
0.1L    :      3.43
    139.1      3.57     43.92    1.15       43.34    24.00      0.090      0.964      0.209      0.369 
0.2L    :      7.37
    113.8      2.93     43.92    1.40       43.22    24.00      0.090      0.750      0.081      0.282 
0.3L    :     11.30
     89.5      2.31     43.92    1.65       43.09    24.00      0.090      0.544      0.000      0.282 
0.4L    :     15.23
     67.9      1.75     43.92    1.66       43.09    24.00      0.090      0.359      0.000      0.282 
0.5L    :     19.17
     48.1      1.24     43.92    1.66       43.09    24.00      0.090      0.188      0.000      0.282 
0.6L    :     23.10
     67.9      1.75     43.92    1.66       43.09    24.00      0.090      0.359      0.000      0.282 
0.7L    :     27.03
     89.5      2.31     43.92    1.65       43.09    24.00      0.090      0.544      0.000      0.282 
0.8L    :     30.97
    113.8      2.93     43.92    1.40       43.22    24.00      0.090      0.750      0.081      0.282 
0.9L    :     34.90
    139.1      3.57     43.92    1.15       43.34    24.00      0.090      0.964      0.209      0.369 
Critical:     34.72
    137.9      3.54     43.92    1.16       43.33    24.00      0.090      0.953      0.203      0.369 
Transfer:     35.83
    145.7      3.73     43.92    1.09       43.37    24.00      0.090      1.020      0.243      0.447 
Bearing :     38.33
    163.4      4.14     43.92    0.18       43.82    24.00      0.090      1.156      0.325      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      :       0.074  1.80      0.134  2.20      0.164
Self Wt.       :      -0.027  1.85     -0.049  2.40     -0.064
Deck + Haunch  :                       -0.034  2.30     -0.079
DL-Prec. (DC)  :                       -0.007  3.00     -0.020
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 7.37 ft
Prestress      :       0.134  1.80      0.241  2.20      0.294
Self Wt.       :      -0.050  1.85     -0.093  2.40     -0.121
Deck + Haunch  :                       -0.070  2.30     -0.160
DL-Prec. (DC)  :                       -0.013  3.00     -0.040
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.025
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 11.30 ft
Prestress      :       0.176  1.80      0.317  2.20      0.387
Self Wt.       :      -0.069  1.85     -0.127  2.40     -0.165
Deck + Haunch  :                       -0.098  2.30     -0.225
DL-Prec. (DC)  :                       -0.019  3.00     -0.056
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.035
DL-Comp. (DW)  :                       -0.005  3.00     -0.015
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 15.23 ft
Prestress      :       0.201  1.80      0.362  2.20      0.443
Self Wt.       :      -0.081  1.85     -0.149  2.40     -0.193
Deck + Haunch  :                       -0.115  2.30     -0.266
DL-Prec. (DC)  :                       -0.022  3.00     -0.066
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.041
DL-Comp. (DW)  :                       -0.006  3.00     -0.018
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 19.17 ft
Prestress      :       0.210  1.80      0.378  2.20      0.461
Self Wt.       :      -0.085  1.85     -0.157  2.40     -0.203
Deck + Haunch  :                       -0.122  2.30     -0.280
DL-Prec. (DC)  :                       -0.023  3.00     -0.070
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.043
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 23.10 ft
Prestress      :       0.201  1.80      0.362  2.20      0.443
Self Wt.       :      -0.081  1.85     -0.149  2.40     -0.193
Deck + Haunch  :                       -0.115  2.30     -0.266
DL-Prec. (DC)  :                       -0.022  3.00     -0.066
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.041
DL-Comp. (DW)  :                       -0.006  3.00     -0.018
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 27.03 ft
Prestress      :       0.176  1.80      0.317  2.20      0.387
Self Wt.       :      -0.069  1.85     -0.127  2.40     -0.165
Deck + Haunch  :                       -0.098  2.30     -0.225
DL-Prec. (DC)  :                       -0.019  3.00     -0.056
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.035
DL-Comp. (DW)  :                       -0.005  3.00     -0.015
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 30.97 ft
Prestress      :       0.134  1.80      0.241  2.20      0.294
Self Wt.       :      -0.050  1.85     -0.093  2.40     -0.121
Deck + Haunch  :                       -0.070  2.30     -0.160
DL-Prec. (DC)  :                       -0.013  3.00     -0.040
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.025
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 34.90 ft
Prestress      :       0.074  1.80      0.134  2.20      0.164
Self Wt.       :      -0.027  1.85     -0.049  2.40     -0.064
Deck + Haunch  :                       -0.034  2.30     -0.079
DL-Prec. (DC)  :                       -0.007  3.00     -0.020
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
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
   320.4    36.0  1.140  267.3    1.3   1.09    900.3  0.103T 1.00       -       -     -     -  
H/2     :   1.97
   256.8    36.0  0.938  267.8    1.1   0.90    744.2  0.125T 1.00       -       -     -     -  
0.1L    :   3.43
   426.1    36.0  1.202  267.2    1.4   1.15    948.0  0.097T 1.00       -       -     -     -  
0.2L    :   7.37
   789.5    36.0  1.463  266.5    1.6   1.40   1147.4  0.079T 1.00       -       -     -     -  
0.3L    :  11.30
  1024.0    36.0  1.725  265.9    1.9   1.65   1344.5  0.067T 1.00       -       -     -     -  
0.4L    :  15.23
  1160.6    36.0  1.736  265.9    1.9   1.66   1353.0  0.067T 1.00   1113.1  1113.1    1.22    -  
0.5L    :  19.17
  1199.0    36.0  1.736  265.9    1.9   1.66   1353.0  0.067T 1.00   1104.4  1104.4    1.23    -  
0.6L    :  23.10
  1160.6    36.0  1.736  265.9    1.9   1.66   1353.0  0.067T 1.00   1113.1  1113.1    1.22    -  
0.7L    :  27.03
  1024.0    36.0  1.725  265.9    1.9   1.65   1344.5  0.067T 1.00   1138.8  1138.8    1.18    -  
0.8L    :  30.97
   789.5    36.0  1.463  266.5    1.6   1.40   1147.4  0.079T 1.00       -       -     -     -  
0.9L    :  34.90
   426.1    36.0  1.202  267.2    1.4   1.15    948.0  0.097T 1.00       -       -     -     -  
H/2     :  36.36
   256.8    36.0  0.938  267.8    1.1   0.90    744.2  0.125T 1.00       -       -     -     -  
Transfer:  35.83
   320.4    36.0  1.140  267.3    1.3   1.09    900.3  0.103T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.140
        M   2.00 Fb     0.490
 
  2   1 E  36.00 Ft     0.256
        M  36.00 Fb     0.378
 
  3   1 E  34.00 Ft     0.622
        M  34.00 Fb     0.289
 
  4   2 E   6.00 Ft     0.509
        M   6.00 Fb     0.757
 
  5   2 E   2.00 Ft     0.276
        M   2.00 Fb     1.317
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 39.33            Release Length, ft: 39.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.31 %               Final losses: 11.96 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.317     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.276       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)                  1353.01     1199.04     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   0.388     Midspan    1.800   0.056     Midspan
    Pre.Top:   3.000   1.262     Midspan    2.250   1.126     Midspan
    Pre.Bot:   3.000   0.808    Transfer    2.250   1.029    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.028     Bearing
    Pre.Bot:  -0.420  -0.251     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.686     Midspan
    Pre.Bot:                                                             2.000   0.328    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      :       0.210  1.80      0.378  2.20      0.461
Self Wt.       :      -0.085  1.85     -0.157  2.40     -0.203
Deck + Haunch  :                       -0.122  2.30     -0.280
DL-Prec. (DC)  :                       -0.023  3.00     -0.070
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.043
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-B                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  5.000 in    Bot =  7.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Interior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  13.000 in
Effective width  =  90.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.070      0.00       0.070   38.33
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    19.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 39.333 ft
Release length = 39.333 ft
Design  length = 38.333 ft
 
Kern points:
------------
Upper    =   26.56 in
Lower    =    9.67 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.728   (Calculated)    
Live Moment (1  lane  loaded)  : 0.557   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.030   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.862   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 2
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        382.5 in2           1083.1 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           236425 in4#
Ht. of c.g.           =        17.06 in             34.06 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        398.4 plf           1131.8 plf   
Mom. of Inertia (Iyy) =       5157.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     1.97     3.43     7.37    11.30    15.23    19.17
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    384.2    392.9    391.1    392.9    392.9    392.9    392.9    392.9
  Yb      ,  in    17.03    16.91    16.93    16.91    16.91    16.91    16.91    16.91
  MI(Ixx) , in4    62058    62343    62283    62343    62343    62343    62343    62343
Composite: (At Final, using Ec =  4286.6 ksi )
  Area    , in2   1084.8   1093.0   1091.2   1093.0   1093.0   1093.0   1093.0   1093.0
  Yb      ,  in    34.02    33.85    33.89    33.85    33.85    33.85    33.85    33.85
  MI(Ixx) , in4   237273   241480   240591   241480   241480   241480   241480   241480

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.63 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 11.25 in):
     4 @  2.000 in     2 @  6.000 in     1 @ 34.000 in     1 @ 36.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.998 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.997 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.101 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)       
-------------------------------------------------------------------------------------
       314.664         740 232.851      3.870 15671.775   338.016     123.240        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1457      2.3960    Yes
      2      US#5[M16]       60.00        0.62       9.00       0.5200      2.0210     No
      2      US#5[M16]       60.00        0.62       9.88       2.0210      2.8451     No
      2      US#5[M16]       60.00        0.62      11.88       2.8451      3.8399     No
      2      US#5[M16]       60.00        0.62      13.00*      3.8399      7.0899     No
      2      US#5[M16]       60.00        0.62      15.00       7.0899      8.3399     No
      2      US#5[M16]       60.00        0.62      17.00       8.3399     16.8330     No
      2      US#4[M13]       60.00        0.40      10.75       2.3960      3.2920    Yes
      2      US#4[M13]       60.00        0.40      13.00*      3.2920      7.6401    Yes
      2      US#4[M13]       60.00        0.40      17.00       7.6401     31.6929    Yes
      2      US#4[M13]       60.00        0.40      13.00*     31.6929     36.0410    Yes
      2      US#4[M13]       60.00        0.40      10.75      36.0410     36.9370    Yes
      2      US#5[M16]       60.00        0.62      17.00      22.5000     30.9931     No
      2      US#5[M16]       60.00        0.62      15.00      30.9931     32.2431     No
      2      US#5[M16]       60.00        0.62      13.00*     32.2431     35.4931     No
      2      US#5[M16]       60.00        0.62      11.88      35.4931     36.4879     No
      2      US#5[M16]       60.00        0.62       9.88      36.4879     37.3120     No
      2      US#5[M16]       60.00        0.62       9.00      37.3120     38.8130     No
      2      US#4[M13]       60.00        0.40       9.00      36.9370     39.1873    Yes
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#6[M19]           2.00 0.880  0.0000 39.3330       3.00 
      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 = 1.7360 in2       Ycg = 11.25 in
         P_init    =      340.3 kips  Ecc =  5.81 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.49 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.926 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.09 ksi    0.00 ksi
    due to Composite Loads                                 -0.59 ksi    0.00 ksi
    due to Live Loads                                      -2.99 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.09 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.49 ksi  ( 3.31 %)            16.73 ksi ( 8.53 %)
Total Prestress Losses                                    23.22 ksi (11.84 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    17.8    14.3    23.9    45.4    60.9    70.1    73.2
(Max)       V       7.6     6.6     6.9     6.3     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0     3.1     2.5     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    26.3    43.9    83.6   112.0   129.0   134.7
Haunch (Max)V      14.1    12.2    12.6    11.5     8.7     5.8     2.9     0.0
Diaphragm : M       0.0     0.4     0.3     0.5     1.1     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    10.6    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.1     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     4.7     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   139.4   111.9   185.0   338.9   433.4   487.5   501.1
            V      87.2    78.4    80.3    75.1    62.7    50.5     6.2    30.7
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    87.2    78.4    80.3    75.1    63.0    51.5    42.1    33.8
            M      -0.0   140.3   113.0   185.0   327.9   411.7   453.0   458.3
Total     : M+      0.0   212.9   170.6   283.3   526.1   684.2   776.8   803.5
            V     118.7   105.7   108.5   100.9    82.1    63.5    12.7    30.8
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   118.7   105.7   108.5   100.9    82.4    64.5    48.6    34.0
            M      -0.0   213.8   171.7   283.3   515.0   662.5   742.2   760.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.36   35.83   38.33
Self wt.  : M      70.1    60.9    45.4    23.9    14.3    17.8     0.0
(Max)       V       1.6     3.1     4.7     6.3     6.9     6.6     7.6
DL-Prec.  : M      12.4    10.7     8.0     4.2     2.5     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    26.3    32.8     0.0
Haunch (Max)V       2.9     5.8     8.7    11.5    12.6    12.2    14.1
Diaphragm : M       2.2     1.6     1.0     0.5     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      52.3    45.4    33.9    17.8    10.6    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.1     5.0     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     4.7     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
LL + I    : M+    487.5   433.4   338.9   185.0   111.9   139.4     0.0
            V       6.2    50.5    62.7    75.1    80.3    78.4    87.2
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    42.1    51.5    63.0    75.1    80.3    78.4    87.2
            M     453.0   411.7   327.9   185.0   113.0   140.3     0.0
Total     : M+    776.7   684.2   526.1   283.3   170.6   212.9     0.0
            V      12.7    63.5    82.1   100.9   108.5   105.7   118.7
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    48.6    64.5    82.4   100.9   108.5   105.7   118.7
            M     742.1   662.5   515.0   283.3   171.7   213.7     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                7.6              7.6
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    1.97    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    17.8    14.3    23.9    45.4    60.9    70.1    73.2
(Max)       V       7.6     6.6     6.9     6.3     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0     3.1     2.5     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    26.3    43.9    83.6   112.0   129.0   134.7
Haunch (Max)V      14.1    12.2    12.6    11.5     8.7     5.8     2.9     0.0
Diaphragm : M       0.0     0.4     0.3     0.5     1.1     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    10.6    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.1     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     4.7     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   111.5    89.5   148.0   271.1   346.7   390.0   400.9
            V      69.8    62.7    64.2    60.1    50.1    40.4     4.9    24.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.8    62.7    64.2    60.1    50.4    41.2    33.7    27.1
            M      -0.0   112.3    90.4   148.0   262.3   329.4   362.4   366.6
Total     : M+      0.0   185.0   148.2   246.3   458.3   597.6   679.3   703.2
            V     101.2    90.1    92.4    85.9    69.5    53.4    11.5    24.7
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   101.2    90.1    92.4    85.9    69.8    54.2    40.2    27.2
            M      -0.0   185.7   149.1   246.3   449.5   580.2   651.6   669.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.36   35.83   38.33
Self wt.  : M      70.1    60.9    45.4    23.9    14.3    17.8     0.0
(Max)       V       1.6     3.1     4.7     6.3     6.9     6.6     7.6
DL-Prec.  : M      12.4    10.7     8.0     4.2     2.5     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    26.3    32.8     0.0
Haunch (Max)V       2.9     5.8     8.7    11.5    12.6    12.2    14.1
Diaphragm : M       2.2     1.6     1.0     0.5     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      52.3    45.4    33.9    17.8    10.6    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.1     5.0     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     4.7     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
LL + I    : M+    390.0   346.7   271.1   148.0    89.5   111.5     0.0
            V       4.9    40.4    50.1    60.1    64.2    62.7    69.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    33.7    41.2    50.4    60.1    64.2    62.7    69.8
            M     362.4   329.4   262.3   148.0    90.4   112.3     0.0
Total     : M+    679.2   597.5   458.3   246.3   148.2   185.0     0.0
            V      11.5    53.4    69.5    85.9    92.4    90.1   101.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    40.2    54.2    69.8    85.9    92.4    90.1   101.2
            M     651.6   580.2   449.4   246.3   149.1   185.7     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    22.3    17.8    29.8    56.8    76.1    87.6    91.5
(Max)       V       9.5     8.3     8.6     7.8     5.9     3.9     2.0     0.0
Self wt.  : M       0.0    16.1    12.8    21.5    40.9    54.8    63.1    65.9
(Min)       V       6.9     6.0     6.2     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     3.9     3.1     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     2.3     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    32.8    54.9   104.6   140.0   161.3   168.4
Haunch (Max)V      17.6    15.3    15.8    14.4    10.8     7.2     3.6     0.0
Deck +    : M       0.0    29.6    23.6    39.5    75.3   100.8   116.1   121.2
Haunch (Min)V      12.6    11.0    11.4    10.4     7.8     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.4     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     0.3     0.4     1.0     1.5     2.0     2.4
(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    13.3    22.3    42.4    56.8    65.4    68.3
DC(Max)     V       7.1     6.2     6.4     5.8     4.4     2.9     1.5     0.0
DL-Comp   : M       0.0    12.0     9.6    16.0    30.5    40.9    47.1    49.2
DC(Min)     V       5.1     4.5     4.6     4.2     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     8.9     7.1    11.9    22.6    30.2    34.8    36.4
DW(Max)     V       3.8     3.3     3.4     3.1     2.3     1.6     0.8     0.0
DL-Comp   : M       0.0     3.8     3.1     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   244.0   195.8   323.8   593.1   758.5   853.2   876.9
            V     152.7   137.2   140.5   131.5   109.7    88.4    10.8    53.7
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   152.7   137.2   140.5   131.5   110.2    90.2    73.6    59.2
            M      -0.0   245.5   197.7   323.8   573.8   720.5   792.7   802.0
Total     : M+      0.0   337.3   270.3   448.6   830.8  1077.1  1220.6  1260.9
            V     192.6   171.9   176.3   164.2   134.3   104.9    19.1    53.8
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   192.6   171.9   176.3   164.2   134.8   106.7    81.9    59.4
            M      -0.0   338.8   272.3   448.6   811.5  1039.1  1160.0  1186.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.36   35.83   38.33
Self wt.  : M      87.6    76.1    56.8    29.8    17.8    22.3     0.0
(Max)       V       2.0     3.9     5.9     7.8     8.6     8.3     9.5
Self wt.  : M      63.1    54.8    40.9    21.5    12.8    16.1     0.0
(Min)       V       1.4     2.8     4.2     5.6     6.2     6.0     6.9
DL-Prec.  : M      15.5    13.4    10.0     5.3     3.1     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     2.3     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    32.8    41.1     0.0
Haunch (Max)V       3.6     7.2    10.8    14.4    15.8    15.3    17.6
Deck +    : M     116.1   100.8    75.3    39.5    23.6    29.6     0.0
Haunch (Min)V       2.6     5.2     7.8    10.4    11.4    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       1.9     1.4     0.9     0.4     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      65.4    56.8    42.4    22.3    13.3    16.6     0.0
DC(Max)     V       1.5     2.9     4.4     5.8     6.4     6.2     7.1
DL-Comp   : M      47.1    40.9    30.5    16.0     9.6    12.0     0.0
DC(Min)     V       1.1     2.1     3.2     4.2     4.6     4.5     5.1
DL-Comp   : M      34.8    30.2    22.6    11.9     7.1     8.9     0.0
DW(Max)     V       0.8     1.6     2.3     3.1     3.4     3.3     3.8
DL-Comp   : M      15.1    13.1     9.8     5.1     3.1     3.8     0.0
DW(Min)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
LL + I    : M+    853.2   758.5   593.1   323.8   195.8   244.0     0.0
            V      10.8    88.4   109.7   131.5   140.5   137.2   152.7
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    73.6    90.2   110.2   131.5   140.5   137.2   152.7
            M     792.7   720.5   573.8   323.8   197.7   245.5     0.0
Total     : M+   1220.5  1077.0   830.8   448.6   270.3   337.3     0.0
            V      19.1   104.9   134.3   164.2   176.3   171.9   192.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    81.9   106.7   134.8   164.2   176.3   171.9   192.6
            M    1160.0  1039.0   811.5   448.6   272.3   338.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                9.5              9.5
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    1.97    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    17.8    14.3    23.9    45.4    60.9    70.1    73.2
(Max)       V       7.6     6.6     6.9     6.3     4.7     3.1     1.6     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     2.5     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    26.3    43.9    83.6   112.0   129.0   134.7
Haunch (Max)V      14.1    12.2    12.6    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     0.3     0.5     1.1     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    10.6    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.1     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     4.7     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    95.3    76.3   127.3   240.1   317.6   359.9   366.9
            V      67.6    60.2    61.7    57.4    50.5    43.5    36.6    29.6
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    67.6    60.2    61.7    57.4    50.5    43.5    36.6    29.6
            M       0.0    95.3    76.3   127.3   240.1   317.6   359.9   366.9
Total     : M+      0.0   168.8   135.0   225.5   427.2   568.4   649.1   669.2
            V      99.0    87.5    89.9    83.2    69.8    56.5    43.1    29.8
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    99.0    87.5    89.9    83.2    69.8    56.5    43.1    29.8
            M       0.0   168.8   135.0   225.5   427.2   568.4   649.1   669.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.36   35.83   38.33
Self wt.  : M      70.1    60.9    45.4    23.9    14.3    17.8     0.0
(Max)       V       1.6     3.1     4.7     6.3     6.9     6.6     7.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      12.4    10.7     8.0     4.2     2.5     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    26.3    32.8     0.0
Haunch (Max)V       2.9     5.8     8.7    11.5    12.6    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     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      52.3    45.4    33.9    17.8    10.6    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.1     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     4.7     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+    359.9   317.6   240.1   127.3    76.3    95.3     0.0
            V      36.6    43.5    50.5    57.4    61.7    60.2    67.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    36.6    43.5    50.5    57.4    61.7    60.2    67.6
            M     359.9   317.6   240.1   127.3    76.3    95.3     0.0
Total     : M+    649.1   568.4   427.2   225.5   135.0   168.8     0.0
            V      43.1    56.5    69.8    83.2    89.9    87.5    99.0
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    56.5    69.8    83.2    89.9    87.5    99.0
            M     649.1   568.4   427.2   225.5   135.0   168.8     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.93    7.87   11.80   15.73   19.67
 
Beam-Self
Precast-top    0.092   0.118   0.210   0.275   0.315   0.328 
Bottom        -0.071  -0.090  -0.160  -0.211  -0.241  -0.251 
 
Prestress
Precast-top    0.184   0.184   0.184   0.184   0.184   0.184 
Bottom         1.388   1.388   1.388   1.388   1.388   1.388 
 
Total
Precast-top    0.276   0.302   0.394   0.459   0.499   0.512 
Bottom         1.317   1.298   1.227   1.177   1.147   1.137 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.92 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top    0.028   0.164   0.136   0.164   0.164   0.164   0.164   0.164
Bottom         0.212   1.236   1.023   1.236   1.236   1.236   1.236   1.236
 
Self wt.
Precast-top   -0.000   0.076   0.061   0.102   0.193   0.259   0.298   0.311
Bottom        -0.000  -0.058  -0.047  -0.078  -0.148  -0.198  -0.228  -0.238
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.011   0.018   0.034   0.046   0.053   0.055
Bottom        -0.000  -0.010  -0.008  -0.014  -0.026  -0.035  -0.040  -0.042
 
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   0.001   0.002   0.005   0.007   0.009   0.012
Bottom        -0.000  -0.001  -0.001  -0.002  -0.003  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.140   0.112   0.187   0.356   0.476   0.549   0.573
Bottom        -0.000  -0.107  -0.086  -0.143  -0.272  -0.364  -0.420  -0.438
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.007   0.012   0.022   0.030   0.035   0.036
Precast-top   -0.000   0.003   0.003   0.005   0.009   0.012   0.013   0.014
Bottom        -0.000  -0.022  -0.018  -0.030  -0.057  -0.076  -0.088  -0.092
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.005   0.010   0.013   0.015   0.016
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.010  -0.008  -0.013  -0.025  -0.034  -0.039  -0.041
 
LL+I(+)
Topping-top   -0.000   0.092   0.074   0.123   0.225   0.287   0.323   0.332
Precast-top   -0.000   0.036   0.029   0.047   0.087   0.111   0.125   0.128
Bottom        -0.000  -0.235  -0.189  -0.311  -0.570  -0.729  -0.820  -0.843
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.105   0.084   0.140   0.257   0.331   0.373   0.384 
Precast-top    0.028   0.435   0.352   0.526   0.851   1.079   1.217   1.263 
Bottom         0.212   0.793   0.667   0.646   0.134  -0.206  -0.406  -0.467 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.013   0.010   0.017   0.032   0.043   0.050   0.052 
Precast-top    0.028   0.399   0.324   0.479   0.764   0.968   1.092   1.135 
Bottom         0.212   1.028   0.856   0.957   0.704   0.523   0.414   0.376 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.93    7.87   11.80   15.73   19.67
 
Beam-Self
Precast-top    0.092   0.118   0.210   0.275   0.315   0.328 
Bottom        -0.071  -0.090  -0.160  -0.211  -0.241  -0.251 
 
Prestress
Precast-top    0.184   0.184   0.184   0.184   0.184   0.184 
Bottom         1.388   1.388   1.388   1.388   1.388   1.388 
 
Total
Precast-top    0.276   0.302   0.394   0.459   0.499   0.512 
Bottom         1.317   1.298   1.227   1.177   1.147   1.137 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.080   1.080   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.92 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top    0.028   0.164   0.136   0.164   0.164   0.164   0.164   0.164
Bottom         0.212   1.236   1.023   1.236   1.236   1.236   1.236   1.236
 
Self wt.
Precast-top   -0.000   0.076   0.061   0.102   0.193   0.259   0.298   0.311
Bottom        -0.000  -0.058  -0.047  -0.078  -0.148  -0.198  -0.228  -0.238
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.011   0.018   0.034   0.046   0.053   0.055
Bottom        -0.000  -0.010  -0.008  -0.014  -0.026  -0.035  -0.040  -0.042
 
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   0.001   0.002   0.005   0.007   0.009   0.012
Bottom        -0.000  -0.001  -0.001  -0.002  -0.003  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.140   0.112   0.187   0.356   0.476   0.549   0.573
Bottom        -0.000  -0.107  -0.086  -0.143  -0.272  -0.364  -0.420  -0.438
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.007   0.012   0.022   0.030   0.035   0.036
Precast-top   -0.000   0.003   0.003   0.005   0.009   0.012   0.013   0.014
Bottom        -0.000  -0.022  -0.018  -0.030  -0.057  -0.076  -0.088  -0.092
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.005   0.010   0.013   0.015   0.016
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.010  -0.008  -0.013  -0.025  -0.034  -0.039  -0.041
 
LL+I(+)
Topping-top   -0.000   0.074   0.059   0.098   0.180   0.230   0.258   0.266
Precast-top   -0.000   0.029   0.023   0.038   0.069   0.089   0.100   0.103
Bottom        -0.000  -0.188  -0.151  -0.249  -0.456  -0.583  -0.656  -0.674
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.087   0.070   0.115   0.212   0.273   0.308   0.318 
Precast-top    0.028   0.428   0.347   0.517   0.833   1.057   1.192   1.237 
Bottom         0.212   0.840   0.705   0.708   0.248  -0.060  -0.242  -0.298 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
F_LL+I(+)
Topping-top   -0.000   0.063   0.051   0.084   0.159   0.210   0.238   0.243
Precast-top   -0.000   0.024   0.019   0.033   0.061   0.081   0.092   0.094
Bottom        -0.000  -0.160  -0.129  -0.214  -0.404  -0.534  -0.605  -0.617
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.070   0.056   0.093   0.175   0.232   0.263   0.269 
Precast-top    0.014   0.224   0.181   0.272   0.443   0.565   0.638   0.661 
Bottom         0.106   0.353   0.299   0.264  -0.052  -0.273  -0.398  -0.429 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 2,  STRENGTH I
Using General Beta Theta Equation procedure - Art.5.7.3.4
Location (ft)
     Vu      bv    de     Aps      Vp    eps_x  Theta  Vs-reqd    Av/s    Av-prvd   Al_reqd
   (kips)   (in)  (in)   (in2)   (kips)                 (kips)  (in2/ft)  (in2/ft)   (in2)

    Mcor     a     dv      fpo   vu/fc   Vc-com  Beta  Max.spc.  min.Av/s  pVn/Vu       
    (kft)   (in)  (in)    (ksi)          (kips)          (in)    (in2/ft)             
*******************************************************************************************
Bearing :   0.50
    192.6    6.0   43.9    0.142   0.0   6.00e-3 50.0    197.7     1.075    0.533      1.67
      0.0    0.2   43.8     31.5 0.163      16.2 0.87    12.00     0.085    0.534*
Transfer:   3.00
    171.9    6.0   43.9    0.854   0.0   6.00e-3 50.0    175.0     0.961    1.073      0.00
    338.8    1.0   43.4    189.0 0.147      16.1 0.87    12.00     0.085    1.107 
Critical:   4.12
    162.7    6.0   43.9    0.910   0.0   5.91e-3 49.7    164.5     0.894    0.942      0.00
    471.7    1.1   43.4    189.0 0.139      16.3 0.88    12.00     0.085    1.049 
0.1L    :   3.93
    164.2    6.0   43.9    0.900   0.0   6.00e-3 50.0    166.4     0.914    0.942      0.00
    448.6    1.0   43.4    189.0 0.140      16.1 0.87    12.00     0.085    1.027 
0.2L    :   7.87
    134.8    6.0   43.9    1.096   0.0   4.89e-3 46.1    130.9     0.629    0.778      0.08
    811.5    1.3   43.3    189.0 0.115      18.9 1.03    24.00     0.085    1.208 
0.3L    :  11.80
    106.7    6.0   43.9    1.292   0.0   4.11e-3 43.4     97.0     0.425    0.720      0.12
   1039.1    1.5   43.2    189.0 0.092      21.5 1.18    24.00     0.085    1.569 
0.4L    :  15.73
     81.9    6.0   43.9    1.302   0.0   4.27e-3 43.9     70.1     0.313    0.720      0.38
   1160.0    1.5   43.2    189.0 0.070      20.9 1.14    24.00     0.085    2.001 
0.5L    :  19.67
     59.4    6.0   43.9    1.302   0.0   3.86e-3 42.5     43.4     0.184    0.282      0.32
   1186.0    1.5   43.2    189.0 0.051      22.6 1.23    24.00     0.085    1.350 
0.6L    :  23.60
     81.9    6.0   43.9    1.302   0.0   4.27e-3 43.9     70.1     0.313    0.720      0.38
   1160.0    1.5   43.2    189.0 0.070      20.9 1.14    24.00     0.085    2.001 
0.7L    :  27.53
    106.7    6.0   43.9    1.292   0.0   4.11e-3 43.4     97.0     0.425    0.720      0.12
   1039.0    1.5   43.2    189.0 0.092      21.5 1.18    24.00     0.085    1.569 
0.8L    :  31.47
    134.8    6.0   43.9    1.096   0.0   4.89e-3 46.1    130.9     0.629    0.778      0.08
    811.5    1.3   43.3    189.0 0.115      18.9 1.03    24.00     0.085    1.208 
0.9L    :  35.40
    164.2    6.0   43.9    0.900   0.0   6.00e-3 50.0    166.4     0.914    0.942      0.00
    448.6    1.0   43.4    189.0 0.140      16.1 0.87    12.00     0.085    1.027 
Critical:  35.22
    162.6    6.0   43.9    0.910   0.0   5.91e-3 49.7    164.5     0.894    0.942      0.00
    471.7    1.1   43.4    189.0 0.139      16.3 0.88    12.00     0.085    1.049 
Transfer:  36.33
    171.9    6.0   43.9    0.854   0.0   6.00e-3 50.0    175.0     0.960    1.073      0.00
    338.8    1.0   43.4    189.0 0.147      16.1 0.87    12.00     0.085    1.107 
Bearing :  38.83
    192.6    6.0   43.9    0.142   0.0   6.00e-3 50.0    197.7     1.075    0.533      1.67
      0.0    0.2   43.8     31.5 0.163      16.2 0.87    12.00     0.085    0.534*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.68
 
 
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
    192.6      4.88     43.92    0.17       43.83    24.00      0.090      1.402      0.472      0.533 
Transfer:      2.50
    171.9      4.40     43.92    1.00       43.42    24.00      0.090      1.242      0.376      0.447 
Critical:      3.62
    162.7      4.17     43.92    1.06       43.39    24.00      0.090      1.164      0.330      0.369 
0.1L    :      3.43
    164.2      4.21     43.92    1.05       43.39    24.00      0.090      1.177      0.337      0.369 
0.2L    :      7.37
    134.8      3.46     43.92    1.27       43.28    24.00      0.090      0.929      0.188      0.282 
0.3L    :     11.30
    106.7      2.75     43.92    1.50       43.17    24.00      0.090      0.690      0.045      0.282 
0.4L    :     15.23
     81.9      2.11     43.92    1.51       43.16    24.00      0.090      0.478      0.000      0.282 
0.5L    :     19.17
     59.4      1.53     43.92    1.51       43.16    24.00      0.090      0.285      0.000      0.282 
0.6L    :     23.10
     81.9      2.11     43.92    1.51       43.16    24.00      0.090      0.478      0.000      0.282 
0.7L    :     27.03
    106.7      2.75     43.92    1.50       43.17    24.00      0.090      0.690      0.045      0.282 
0.8L    :     30.97
    134.8      3.46     43.92    1.27       43.28    24.00      0.090      0.929      0.188      0.282 
0.9L    :     34.90
    164.2      4.21     43.92    1.05       43.39    24.00      0.090      1.177      0.337      0.369 
Critical:     34.72
    162.7      4.17     43.92    1.06       43.39    24.00      0.090      1.164      0.330      0.369 
Transfer:     35.83
    171.9      4.40     43.92    1.00       43.42    24.00      0.090      1.242      0.376      0.447 
Bearing :     38.33
    192.6      4.88     43.92    0.17       43.83    24.00      0.090      1.402      0.472      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      :       0.074  1.80      0.134  2.20      0.164
Self Wt.       :      -0.027  1.85     -0.049  2.40     -0.064
Deck + Haunch  :                       -0.038  2.30     -0.087
DL-Prec. (DC)  :                       -0.004  3.00     -0.011
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 7.37 ft
Prestress      :       0.134  1.80      0.241  2.20      0.294
Self Wt.       :      -0.050  1.85     -0.093  2.40     -0.121
Deck + Haunch  :                       -0.077  2.30     -0.176
DL-Prec. (DC)  :                       -0.007  3.00     -0.022
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.024
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 11.30 ft
Prestress      :       0.176  1.80      0.317  2.20      0.387
Self Wt.       :      -0.069  1.85     -0.127  2.40     -0.165
Deck + Haunch  :                       -0.107  2.30     -0.246
DL-Prec. (DC)  :                       -0.010  3.00     -0.031
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.034
DL-Comp. (DW)  :                       -0.005  3.00     -0.015
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 15.23 ft
Prestress      :       0.201  1.80      0.362  2.20      0.443
Self Wt.       :      -0.081  1.85     -0.149  2.40     -0.193
Deck + Haunch  :                       -0.127  2.30     -0.291
DL-Prec. (DC)  :                       -0.012  3.00     -0.036
Diaphragm      :                       -0.002  3.00     -0.006
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 0.5 x L = 19.17 ft
Prestress      :       0.210  1.80      0.378  2.20      0.461
Self Wt.       :      -0.085  1.85     -0.157  2.40     -0.203
Deck + Haunch  :                       -0.133  2.30     -0.307
DL-Prec. (DC)  :                       -0.013  3.00     -0.038
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.042
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 23.10 ft
Prestress      :       0.201  1.80      0.362  2.20      0.443
Self Wt.       :      -0.081  1.85     -0.149  2.40     -0.193
Deck + Haunch  :                       -0.127  2.30     -0.291
DL-Prec. (DC)  :                       -0.012  3.00     -0.036
Diaphragm      :                       -0.002  3.00     -0.006
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 0.7 x L = 27.03 ft
Prestress      :       0.176  1.80      0.317  2.20      0.387
Self Wt.       :      -0.069  1.85     -0.127  2.40     -0.165
Deck + Haunch  :                       -0.107  2.30     -0.246
DL-Prec. (DC)  :                       -0.010  3.00     -0.031
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.034
DL-Comp. (DW)  :                       -0.005  3.00     -0.015
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 30.97 ft
Prestress      :       0.134  1.80      0.241  2.20      0.294
Self Wt.       :      -0.050  1.85     -0.093  2.40     -0.121
Deck + Haunch  :                       -0.077  2.30     -0.176
DL-Prec. (DC)  :                       -0.007  3.00     -0.022
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.024
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 34.90 ft
Prestress      :       0.074  1.80      0.134  2.20      0.164
Self Wt.       :      -0.027  1.85     -0.049  2.40     -0.064
Deck + Haunch  :                       -0.038  2.30     -0.087
DL-Prec. (DC)  :                       -0.004  3.00     -0.011
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 2,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.50
   337.3    36.0  1.138  267.5    1.2   1.00    901.2  0.113T 1.00       -       -     -     -  
H/2     :   1.97
   270.3    36.0  0.937  268.0    1.0   0.82    744.6  0.138T 1.00       -       -     -     -  
0.1L    :   3.43
   448.6    36.0  1.200  267.4    1.2   1.05    949.0  0.107T 1.00       -       -     -     -  
0.2L    :   7.37
   830.8    36.0  1.462  266.9    1.5   1.27   1149.4  0.088T 1.00       -       -     -     -  
0.3L    :  11.30
  1077.1    36.0  1.723  266.3    1.8   1.50   1347.7  0.074T 1.00       -       -     -     -  
0.4L    :  15.23
  1220.6    36.0  1.736  266.3    1.8   1.51   1357.6  0.073T 1.00   1119.2  1119.2    1.21    -  
0.5L    :  19.17
  1260.9    36.0  1.736  266.3    1.8   1.51   1357.6  0.073T 1.00   1110.1  1110.1    1.22    -  
0.6L    :  23.10
  1220.5    36.0  1.736  266.3    1.8   1.51   1357.6  0.073T 1.00   1119.3  1119.3    1.21    -  
0.7L    :  27.03
  1077.0    36.0  1.723  266.3    1.8   1.50   1347.7  0.074T 1.00   1145.9  1145.9    1.18    -  
0.8L    :  30.97
   830.8    36.0  1.462  266.9    1.5   1.27   1149.4  0.088T 1.00       -       -     -     -  
0.9L    :  34.90
   448.6    36.0  1.200  267.4    1.2   1.05    949.0  0.107T 1.00       -       -     -     -  
H/2     :  36.36
   270.3    36.0  0.937  268.0    1.0   0.82    744.6  0.138T 1.00       -       -     -     -  
Transfer:  35.83
   337.3    36.0  1.138  267.5    1.2   1.00    901.2  0.113T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.140
        M   2.00 Fb     0.490
 
  2   1 E  36.00 Ft     0.256
        M  36.00 Fb     0.378
 
  3   1 E  34.00 Ft     0.622
        M  34.00 Fb     0.289
 
  4   2 E   6.00 Ft     0.509
        M   6.00 Fb     0.757
 
  5   2 E   2.00 Ft     0.276
        M   2.00 Fb     1.317
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 39.33            Release Length, ft: 39.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.31 %               Final losses: 11.84 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.317     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.276       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)                  1357.63     1260.92     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   0.384     Midspan    1.800   0.052     Midspan
    Pre.Top:   3.000   1.263     Midspan    2.250   1.135     Midspan
    Pre.Bot:   3.000   0.793    Transfer    2.250   1.028    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.028     Bearing
    Pre.Bot:  -0.420  -0.298     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.661     Midspan
    Pre.Bot:                                                             2.000   0.353    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      :       0.210  1.80      0.378  2.20      0.461
Self Wt.       :      -0.085  1.85     -0.157  2.40     -0.203
Deck + Haunch  :                       -0.133  2.30     -0.307
DL-Prec. (DC)  :                       -0.013  3.00     -0.038
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.042
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-B                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  5.000 in    Bot =  7.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Interior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  13.000 in
Effective width  =  90.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.070      0.00       0.070   38.33
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    19.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 39.333 ft
Release length = 39.333 ft
Design  length = 38.333 ft
 
Kern points:
------------
Upper    =   26.56 in
Lower    =    9.67 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.728   (Calculated)    
Live Moment (1  lane  loaded)  : 0.557   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.030   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.862   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 3
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        382.5 in2           1083.1 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           236425 in4#
Ht. of c.g.           =        17.06 in             34.06 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        398.4 plf           1131.8 plf   
Mom. of Inertia (Iyy) =       5157.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     1.97     3.43     7.37    11.30    15.23    19.17
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    384.2    392.9    391.1    392.9    392.9    392.9    392.9    392.9
  Yb      ,  in    17.03    16.91    16.93    16.91    16.91    16.91    16.91    16.91
  MI(Ixx) , in4    62058    62343    62283    62343    62343    62343    62343    62343
Composite: (At Final, using Ec =  4286.6 ksi )
  Area    , in2   1084.8   1093.0   1091.2   1093.0   1093.0   1093.0   1093.0   1093.0
  Yb      ,  in    34.02    33.85    33.89    33.85    33.85    33.85    33.85    33.85
  MI(Ixx) , in4   237273   241480   240591   241480   241480   241480   241480   241480

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.63 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 11.25 in):
     4 @  2.000 in     2 @  6.000 in     1 @ 34.000 in     1 @ 36.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.998 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.997 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.101 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)       
-------------------------------------------------------------------------------------
       314.664         740 232.851      3.870 15671.775   338.016     123.240        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1457      2.3960    Yes
      2      US#5[M16]       60.00        0.62       9.00       0.5200      2.0210     No
      2      US#5[M16]       60.00        0.62       9.88       2.0210      2.8451     No
      2      US#5[M16]       60.00        0.62      11.88       2.8451      3.8399     No
      2      US#5[M16]       60.00        0.62      13.00*      3.8399      7.0899     No
      2      US#5[M16]       60.00        0.62      15.00       7.0899      8.3399     No
      2      US#5[M16]       60.00        0.62      17.00       8.3399     16.8330     No
      2      US#4[M13]       60.00        0.40      10.75       2.3960      3.2920    Yes
      2      US#4[M13]       60.00        0.40      13.00*      3.2920      7.6401    Yes
      2      US#4[M13]       60.00        0.40      17.00       7.6401     31.6929    Yes
      2      US#4[M13]       60.00        0.40      13.00*     31.6929     36.0410    Yes
      2      US#4[M13]       60.00        0.40      10.75      36.0410     36.9370    Yes
      2      US#5[M16]       60.00        0.62      17.00      22.5000     30.9931     No
      2      US#5[M16]       60.00        0.62      15.00      30.9931     32.2431     No
      2      US#5[M16]       60.00        0.62      13.00*     32.2431     35.4931     No
      2      US#5[M16]       60.00        0.62      11.88      35.4931     36.4879     No
      2      US#5[M16]       60.00        0.62       9.88      36.4879     37.3120     No
      2      US#5[M16]       60.00        0.62       9.00      37.3120     38.8130     No
      2      US#4[M13]       60.00        0.40       9.00      36.9370     39.1873    Yes
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#6[M19]           2.00 0.880  0.0000 39.3330       3.00 
      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 = 1.7360 in2       Ycg = 11.25 in
         P_init    =      340.3 kips  Ecc =  5.81 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.49 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.926 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.09 ksi    0.00 ksi
    due to Composite Loads                                 -0.59 ksi    0.00 ksi
    due to Live Loads                                      -2.99 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.09 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.49 ksi  ( 3.31 %)            16.73 ksi ( 8.53 %)
Total Prestress Losses                                    23.22 ksi (11.84 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    17.8    14.3    23.9    45.4    60.9    70.1    73.2
(Max)       V       7.6     6.6     6.9     6.3     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0     3.1     2.5     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    26.3    43.9    83.6   112.0   129.0   134.7
Haunch (Max)V      14.1    12.2    12.6    11.5     8.7     5.8     2.9     0.0
Diaphragm : M       0.0     0.4     0.3     0.5     1.1     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    10.6    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.1     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     4.7     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   139.4   111.9   185.0   338.9   433.4   487.5   501.1
            V      87.2    78.4    80.3    75.1    62.7    50.5     6.2    30.7
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    87.2    78.4    80.3    75.1    63.0    51.5    42.1    33.8
            M      -0.0   140.3   113.0   185.0   327.9   411.7   453.0   458.3
Total     : M+      0.0   212.9   170.6   283.3   526.1   684.2   776.8   803.5
            V     118.7   105.7   108.5   100.9    82.1    63.5    12.7    30.8
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   118.7   105.7   108.5   100.9    82.4    64.5    48.6    34.0
            M      -0.0   213.8   171.7   283.3   515.0   662.5   742.2   760.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.36   35.83   38.33
Self wt.  : M      70.1    60.9    45.4    23.9    14.3    17.8     0.0
(Max)       V       1.6     3.1     4.7     6.3     6.9     6.6     7.6
DL-Prec.  : M      12.4    10.7     8.0     4.2     2.5     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    26.3    32.8     0.0
Haunch (Max)V       2.9     5.8     8.7    11.5    12.6    12.2    14.1
Diaphragm : M       2.2     1.6     1.0     0.5     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      52.3    45.4    33.9    17.8    10.6    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.1     5.0     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     4.7     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
LL + I    : M+    487.5   433.4   338.9   185.0   111.9   139.4     0.0
            V       6.2    50.5    62.7    75.1    80.3    78.4    87.2
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    42.1    51.5    63.0    75.1    80.3    78.4    87.2
            M     453.0   411.7   327.9   185.0   113.0   140.3     0.0
Total     : M+    776.7   684.2   526.1   283.3   170.6   212.9     0.0
            V      12.7    63.5    82.1   100.9   108.5   105.7   118.7
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    48.6    64.5    82.4   100.9   108.5   105.7   118.7
            M     742.1   662.5   515.0   283.3   171.7   213.7     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                7.6              7.6
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    1.97    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    17.8    14.3    23.9    45.4    60.9    70.1    73.2
(Max)       V       7.6     6.6     6.9     6.3     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0     3.1     2.5     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    26.3    43.9    83.6   112.0   129.0   134.7
Haunch (Max)V      14.1    12.2    12.6    11.5     8.7     5.8     2.9     0.0
Diaphragm : M       0.0     0.4     0.3     0.5     1.1     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    10.6    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.1     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     4.7     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   111.5    89.5   148.0   271.1   346.7   390.0   400.9
            V      69.8    62.7    64.2    60.1    50.1    40.4     4.9    24.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.8    62.7    64.2    60.1    50.4    41.2    33.7    27.1
            M      -0.0   112.3    90.4   148.0   262.3   329.4   362.4   366.6
Total     : M+      0.0   185.0   148.2   246.3   458.3   597.6   679.3   703.2
            V     101.2    90.1    92.4    85.9    69.5    53.4    11.5    24.7
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   101.2    90.1    92.4    85.9    69.8    54.2    40.2    27.2
            M      -0.0   185.7   149.1   246.3   449.5   580.2   651.6   669.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.36   35.83   38.33
Self wt.  : M      70.1    60.9    45.4    23.9    14.3    17.8     0.0
(Max)       V       1.6     3.1     4.7     6.3     6.9     6.6     7.6
DL-Prec.  : M      12.4    10.7     8.0     4.2     2.5     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    26.3    32.8     0.0
Haunch (Max)V       2.9     5.8     8.7    11.5    12.6    12.2    14.1
Diaphragm : M       2.2     1.6     1.0     0.5     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      52.3    45.4    33.9    17.8    10.6    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.1     5.0     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     4.7     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
LL + I    : M+    390.0   346.7   271.1   148.0    89.5   111.5     0.0
            V       4.9    40.4    50.1    60.1    64.2    62.7    69.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    33.7    41.2    50.4    60.1    64.2    62.7    69.8
            M     362.4   329.4   262.3   148.0    90.4   112.3     0.0
Total     : M+    679.2   597.5   458.3   246.3   148.2   185.0     0.0
            V      11.5    53.4    69.5    85.9    92.4    90.1   101.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    40.2    54.2    69.8    85.9    92.4    90.1   101.2
            M     651.6   580.2   449.4   246.3   149.1   185.7     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    22.3    17.8    29.8    56.8    76.1    87.6    91.5
(Max)       V       9.5     8.3     8.6     7.8     5.9     3.9     2.0     0.0
Self wt.  : M       0.0    16.1    12.8    21.5    40.9    54.8    63.1    65.9
(Min)       V       6.9     6.0     6.2     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     3.9     3.1     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     2.3     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    32.8    54.9   104.6   140.0   161.3   168.4
Haunch (Max)V      17.6    15.3    15.8    14.4    10.8     7.2     3.6     0.0
Deck +    : M       0.0    29.6    23.6    39.5    75.3   100.8   116.1   121.2
Haunch (Min)V      12.6    11.0    11.4    10.4     7.8     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.4     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     0.3     0.4     1.0     1.5     2.0     2.4
(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    13.3    22.3    42.4    56.8    65.4    68.3
DC(Max)     V       7.1     6.2     6.4     5.8     4.4     2.9     1.5     0.0
DL-Comp   : M       0.0    12.0     9.6    16.0    30.5    40.9    47.1    49.2
DC(Min)     V       5.1     4.5     4.6     4.2     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     8.9     7.1    11.9    22.6    30.2    34.8    36.4
DW(Max)     V       3.8     3.3     3.4     3.1     2.3     1.6     0.8     0.0
DL-Comp   : M       0.0     3.8     3.1     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   244.0   195.8   323.8   593.1   758.5   853.2   876.9
            V     152.7   137.2   140.5   131.5   109.7    88.4    10.8    53.7
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   152.7   137.2   140.5   131.5   110.2    90.2    73.6    59.2
            M      -0.0   245.5   197.7   323.8   573.8   720.5   792.7   802.0
Total     : M+      0.0   337.3   270.3   448.6   830.8  1077.1  1220.6  1260.9
            V     192.6   171.9   176.3   164.2   134.3   104.9    19.1    53.8
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   192.6   171.9   176.3   164.2   134.8   106.7    81.9    59.4
            M      -0.0   338.8   272.3   448.6   811.5  1039.1  1160.0  1186.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.36   35.83   38.33
Self wt.  : M      87.6    76.1    56.8    29.8    17.8    22.3     0.0
(Max)       V       2.0     3.9     5.9     7.8     8.6     8.3     9.5
Self wt.  : M      63.1    54.8    40.9    21.5    12.8    16.1     0.0
(Min)       V       1.4     2.8     4.2     5.6     6.2     6.0     6.9
DL-Prec.  : M      15.5    13.4    10.0     5.3     3.1     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     2.3     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    32.8    41.1     0.0
Haunch (Max)V       3.6     7.2    10.8    14.4    15.8    15.3    17.6
Deck +    : M     116.1   100.8    75.3    39.5    23.6    29.6     0.0
Haunch (Min)V       2.6     5.2     7.8    10.4    11.4    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       1.9     1.4     0.9     0.4     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      65.4    56.8    42.4    22.3    13.3    16.6     0.0
DC(Max)     V       1.5     2.9     4.4     5.8     6.4     6.2     7.1
DL-Comp   : M      47.1    40.9    30.5    16.0     9.6    12.0     0.0
DC(Min)     V       1.1     2.1     3.2     4.2     4.6     4.5     5.1
DL-Comp   : M      34.8    30.2    22.6    11.9     7.1     8.9     0.0
DW(Max)     V       0.8     1.6     2.3     3.1     3.4     3.3     3.8
DL-Comp   : M      15.1    13.1     9.8     5.1     3.1     3.8     0.0
DW(Min)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
LL + I    : M+    853.2   758.5   593.1   323.8   195.8   244.0     0.0
            V      10.8    88.4   109.7   131.5   140.5   137.2   152.7
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    73.6    90.2   110.2   131.5   140.5   137.2   152.7
            M     792.7   720.5   573.8   323.8   197.7   245.5     0.0
Total     : M+   1220.5  1077.0   830.8   448.6   270.3   337.3     0.0
            V      19.1   104.9   134.3   164.2   176.3   171.9   192.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    81.9   106.7   134.8   164.2   176.3   171.9   192.6
            M    1160.0  1039.0   811.5   448.6   272.3   338.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                9.5              9.5
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    1.97    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    17.8    14.3    23.9    45.4    60.9    70.1    73.2
(Max)       V       7.6     6.6     6.9     6.3     4.7     3.1     1.6     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     2.5     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    26.3    43.9    83.6   112.0   129.0   134.7
Haunch (Max)V      14.1    12.2    12.6    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     0.3     0.5     1.1     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    10.6    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.1     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     4.7     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    95.3    76.3   127.3   240.1   317.6   359.9   366.9
            V      67.6    60.2    61.7    57.4    50.5    43.5    36.6    29.6
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    67.6    60.2    61.7    57.4    50.5    43.5    36.6    29.6
            M       0.0    95.3    76.3   127.3   240.1   317.6   359.9   366.9
Total     : M+      0.0   168.8   135.0   225.5   427.2   568.4   649.1   669.2
            V      99.0    87.5    89.9    83.2    69.8    56.5    43.1    29.8
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    99.0    87.5    89.9    83.2    69.8    56.5    43.1    29.8
            M       0.0   168.8   135.0   225.5   427.2   568.4   649.1   669.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.36   35.83   38.33
Self wt.  : M      70.1    60.9    45.4    23.9    14.3    17.8     0.0
(Max)       V       1.6     3.1     4.7     6.3     6.9     6.6     7.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      12.4    10.7     8.0     4.2     2.5     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    26.3    32.8     0.0
Haunch (Max)V       2.9     5.8     8.7    11.5    12.6    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     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      52.3    45.4    33.9    17.8    10.6    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.1     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     4.7     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+    359.9   317.6   240.1   127.3    76.3    95.3     0.0
            V      36.6    43.5    50.5    57.4    61.7    60.2    67.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    36.6    43.5    50.5    57.4    61.7    60.2    67.6
            M     359.9   317.6   240.1   127.3    76.3    95.3     0.0
Total     : M+    649.1   568.4   427.2   225.5   135.0   168.8     0.0
            V      43.1    56.5    69.8    83.2    89.9    87.5    99.0
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    56.5    69.8    83.2    89.9    87.5    99.0
            M     649.1   568.4   427.2   225.5   135.0   168.8     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.93    7.87   11.80   15.73   19.67
 
Beam-Self
Precast-top    0.092   0.118   0.210   0.275   0.315   0.328 
Bottom        -0.071  -0.090  -0.160  -0.211  -0.241  -0.251 
 
Prestress
Precast-top    0.184   0.184   0.184   0.184   0.184   0.184 
Bottom         1.388   1.388   1.388   1.388   1.388   1.388 
 
Total
Precast-top    0.276   0.302   0.394   0.459   0.499   0.512 
Bottom         1.317   1.298   1.227   1.177   1.147   1.137 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.92 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top    0.028   0.164   0.136   0.164   0.164   0.164   0.164   0.164
Bottom         0.212   1.236   1.023   1.236   1.236   1.236   1.236   1.236
 
Self wt.
Precast-top   -0.000   0.076   0.061   0.102   0.193   0.259   0.298   0.311
Bottom        -0.000  -0.058  -0.047  -0.078  -0.148  -0.198  -0.228  -0.238
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.011   0.018   0.034   0.046   0.053   0.055
Bottom        -0.000  -0.010  -0.008  -0.014  -0.026  -0.035  -0.040  -0.042
 
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   0.001   0.002   0.005   0.007   0.009   0.012
Bottom        -0.000  -0.001  -0.001  -0.002  -0.003  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.140   0.112   0.187   0.356   0.476   0.549   0.573
Bottom        -0.000  -0.107  -0.086  -0.143  -0.272  -0.364  -0.420  -0.438
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.007   0.012   0.022   0.030   0.035   0.036
Precast-top   -0.000   0.003   0.003   0.005   0.009   0.012   0.013   0.014
Bottom        -0.000  -0.022  -0.018  -0.030  -0.057  -0.076  -0.088  -0.092
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.005   0.010   0.013   0.015   0.016
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.010  -0.008  -0.013  -0.025  -0.034  -0.039  -0.041
 
LL+I(+)
Topping-top   -0.000   0.092   0.074   0.123   0.225   0.287   0.323   0.332
Precast-top   -0.000   0.036   0.029   0.047   0.087   0.111   0.125   0.128
Bottom        -0.000  -0.235  -0.189  -0.311  -0.570  -0.729  -0.820  -0.843
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.105   0.084   0.140   0.257   0.331   0.373   0.384 
Precast-top    0.028   0.435   0.352   0.526   0.851   1.079   1.217   1.263 
Bottom         0.212   0.793   0.667   0.646   0.134  -0.206  -0.406  -0.467 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.013   0.010   0.017   0.032   0.043   0.050   0.052 
Precast-top    0.028   0.399   0.324   0.479   0.764   0.968   1.092   1.135 
Bottom         0.212   1.028   0.856   0.957   0.704   0.523   0.414   0.376 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.93    7.87   11.80   15.73   19.67
 
Beam-Self
Precast-top    0.092   0.118   0.210   0.275   0.315   0.328 
Bottom        -0.071  -0.090  -0.160  -0.211  -0.241  -0.251 
 
Prestress
Precast-top    0.184   0.184   0.184   0.184   0.184   0.184 
Bottom         1.388   1.388   1.388   1.388   1.388   1.388 
 
Total
Precast-top    0.276   0.302   0.394   0.459   0.499   0.512 
Bottom         1.317   1.298   1.227   1.177   1.147   1.137 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.080   1.080   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.92 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top    0.028   0.164   0.136   0.164   0.164   0.164   0.164   0.164
Bottom         0.212   1.236   1.023   1.236   1.236   1.236   1.236   1.236
 
Self wt.
Precast-top   -0.000   0.076   0.061   0.102   0.193   0.259   0.298   0.311
Bottom        -0.000  -0.058  -0.047  -0.078  -0.148  -0.198  -0.228  -0.238
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.011   0.018   0.034   0.046   0.053   0.055
Bottom        -0.000  -0.010  -0.008  -0.014  -0.026  -0.035  -0.040  -0.042
 
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   0.001   0.002   0.005   0.007   0.009   0.012
Bottom        -0.000  -0.001  -0.001  -0.002  -0.003  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.140   0.112   0.187   0.356   0.476   0.549   0.573
Bottom        -0.000  -0.107  -0.086  -0.143  -0.272  -0.364  -0.420  -0.438
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.007   0.012   0.022   0.030   0.035   0.036
Precast-top   -0.000   0.003   0.003   0.005   0.009   0.012   0.013   0.014
Bottom        -0.000  -0.022  -0.018  -0.030  -0.057  -0.076  -0.088  -0.092
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.005   0.010   0.013   0.015   0.016
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.010  -0.008  -0.013  -0.025  -0.034  -0.039  -0.041
 
LL+I(+)
Topping-top   -0.000   0.074   0.059   0.098   0.180   0.230   0.258   0.266
Precast-top   -0.000   0.029   0.023   0.038   0.069   0.089   0.100   0.103
Bottom        -0.000  -0.188  -0.151  -0.249  -0.456  -0.583  -0.656  -0.674
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.087   0.070   0.115   0.212   0.273   0.308   0.318 
Precast-top    0.028   0.428   0.347   0.517   0.833   1.057   1.192   1.237 
Bottom         0.212   0.840   0.705   0.708   0.248  -0.060  -0.242  -0.298 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
F_LL+I(+)
Topping-top   -0.000   0.063   0.051   0.084   0.159   0.210   0.238   0.243
Precast-top   -0.000   0.024   0.019   0.033   0.061   0.081   0.092   0.094
Bottom        -0.000  -0.160  -0.129  -0.214  -0.404  -0.534  -0.605  -0.617
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.070   0.056   0.093   0.175   0.232   0.263   0.269 
Precast-top    0.014   0.224   0.181   0.272   0.443   0.565   0.638   0.661 
Bottom         0.106   0.353   0.299   0.264  -0.052  -0.273  -0.398  -0.429 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 3,  STRENGTH I
Using General Beta Theta Equation procedure - Art.5.7.3.4
Location (ft)
     Vu      bv    de     Aps      Vp    eps_x  Theta  Vs-reqd    Av/s    Av-prvd   Al_reqd
   (kips)   (in)  (in)   (in2)   (kips)                 (kips)  (in2/ft)  (in2/ft)   (in2)

    Mcor     a     dv      fpo   vu/fc   Vc-com  Beta  Max.spc.  min.Av/s  pVn/Vu       
    (kft)   (in)  (in)    (ksi)          (kips)          (in)    (in2/ft)             
*******************************************************************************************
Bearing :   0.50
    192.6    6.0   43.9    0.142   0.0   6.00e-3 50.0    197.7     1.075    0.533      1.67
      0.0    0.2   43.8     31.5 0.163      16.2 0.87    12.00     0.085    0.534*
Transfer:   3.00
    171.9    6.0   43.9    0.854   0.0   6.00e-3 50.0    175.0     0.961    1.073      0.00
    338.8    1.0   43.4    189.0 0.147      16.1 0.87    12.00     0.085    1.107 
Critical:   4.12
    162.7    6.0   43.9    0.910   0.0   5.91e-3 49.7    164.5     0.894    0.942      0.00
    471.7    1.1   43.4    189.0 0.139      16.3 0.88    12.00     0.085    1.049 
0.1L    :   3.93
    164.2    6.0   43.9    0.900   0.0   6.00e-3 50.0    166.4     0.914    0.942      0.00
    448.6    1.0   43.4    189.0 0.140      16.1 0.87    12.00     0.085    1.027 
0.2L    :   7.87
    134.8    6.0   43.9    1.096   0.0   4.89e-3 46.1    130.9     0.629    0.778      0.08
    811.5    1.3   43.3    189.0 0.115      18.9 1.03    24.00     0.085    1.208 
0.3L    :  11.80
    106.7    6.0   43.9    1.292   0.0   4.11e-3 43.4     97.0     0.425    0.720      0.12
   1039.1    1.5   43.2    189.0 0.092      21.5 1.18    24.00     0.085    1.569 
0.4L    :  15.73
     81.9    6.0   43.9    1.302   0.0   4.27e-3 43.9     70.1     0.313    0.720      0.38
   1160.0    1.5   43.2    189.0 0.070      20.9 1.14    24.00     0.085    2.001 
0.5L    :  19.67
     59.4    6.0   43.9    1.302   0.0   3.86e-3 42.5     43.4     0.184    0.282      0.32
   1186.0    1.5   43.2    189.0 0.051      22.6 1.23    24.00     0.085    1.350 
0.6L    :  23.60
     81.9    6.0   43.9    1.302   0.0   4.27e-3 43.9     70.1     0.313    0.720      0.38
   1160.0    1.5   43.2    189.0 0.070      20.9 1.14    24.00     0.085    2.001 
0.7L    :  27.53
    106.7    6.0   43.9    1.292   0.0   4.11e-3 43.4     97.0     0.425    0.720      0.12
   1039.0    1.5   43.2    189.0 0.092      21.5 1.18    24.00     0.085    1.569 
0.8L    :  31.47
    134.8    6.0   43.9    1.096   0.0   4.89e-3 46.1    130.9     0.629    0.778      0.08
    811.5    1.3   43.3    189.0 0.115      18.9 1.03    24.00     0.085    1.208 
0.9L    :  35.40
    164.2    6.0   43.9    0.900   0.0   6.00e-3 50.0    166.4     0.914    0.942      0.00
    448.6    1.0   43.4    189.0 0.140      16.1 0.87    12.00     0.085    1.027 
Critical:  35.22
    162.6    6.0   43.9    0.910   0.0   5.91e-3 49.7    164.5     0.894    0.942      0.00
    471.7    1.1   43.4    189.0 0.139      16.3 0.88    12.00     0.085    1.049 
Transfer:  36.33
    171.9    6.0   43.9    0.854   0.0   6.00e-3 50.0    175.0     0.960    1.073      0.00
    338.8    1.0   43.4    189.0 0.147      16.1 0.87    12.00     0.085    1.107 
Bearing :  38.83
    192.6    6.0   43.9    0.142   0.0   6.00e-3 50.0    197.7     1.075    0.533      1.67
      0.0    0.2   43.8     31.5 0.163      16.2 0.87    12.00     0.085    0.534*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.68
 
 
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
    192.6      4.88     43.92    0.17       43.83    24.00      0.090      1.402      0.472      0.533 
Transfer:      2.50
    171.9      4.40     43.92    1.00       43.42    24.00      0.090      1.242      0.376      0.447 
Critical:      3.62
    162.7      4.17     43.92    1.06       43.39    24.00      0.090      1.164      0.330      0.369 
0.1L    :      3.43
    164.2      4.21     43.92    1.05       43.39    24.00      0.090      1.177      0.337      0.369 
0.2L    :      7.37
    134.8      3.46     43.92    1.27       43.28    24.00      0.090      0.929      0.188      0.282 
0.3L    :     11.30
    106.7      2.75     43.92    1.50       43.17    24.00      0.090      0.690      0.045      0.282 
0.4L    :     15.23
     81.9      2.11     43.92    1.51       43.16    24.00      0.090      0.478      0.000      0.282 
0.5L    :     19.17
     59.4      1.53     43.92    1.51       43.16    24.00      0.090      0.285      0.000      0.282 
0.6L    :     23.10
     81.9      2.11     43.92    1.51       43.16    24.00      0.090      0.478      0.000      0.282 
0.7L    :     27.03
    106.7      2.75     43.92    1.50       43.17    24.00      0.090      0.690      0.045      0.282 
0.8L    :     30.97
    134.8      3.46     43.92    1.27       43.28    24.00      0.090      0.929      0.188      0.282 
0.9L    :     34.90
    164.2      4.21     43.92    1.05       43.39    24.00      0.090      1.177      0.337      0.369 
Critical:     34.72
    162.7      4.17     43.92    1.06       43.39    24.00      0.090      1.164      0.330      0.369 
Transfer:     35.83
    171.9      4.40     43.92    1.00       43.42    24.00      0.090      1.242      0.376      0.447 
Bearing :     38.33
    192.6      4.88     43.92    0.17       43.83    24.00      0.090      1.402      0.472      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      :       0.074  1.80      0.134  2.20      0.164
Self Wt.       :      -0.027  1.85     -0.049  2.40     -0.064
Deck + Haunch  :                       -0.038  2.30     -0.087
DL-Prec. (DC)  :                       -0.004  3.00     -0.011
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 7.37 ft
Prestress      :       0.134  1.80      0.241  2.20      0.294
Self Wt.       :      -0.050  1.85     -0.093  2.40     -0.121
Deck + Haunch  :                       -0.077  2.30     -0.176
DL-Prec. (DC)  :                       -0.007  3.00     -0.022
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.024
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 11.30 ft
Prestress      :       0.176  1.80      0.317  2.20      0.387
Self Wt.       :      -0.069  1.85     -0.127  2.40     -0.165
Deck + Haunch  :                       -0.107  2.30     -0.246
DL-Prec. (DC)  :                       -0.010  3.00     -0.031
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.034
DL-Comp. (DW)  :                       -0.005  3.00     -0.015
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 15.23 ft
Prestress      :       0.201  1.80      0.362  2.20      0.443
Self Wt.       :      -0.081  1.85     -0.149  2.40     -0.193
Deck + Haunch  :                       -0.127  2.30     -0.291
DL-Prec. (DC)  :                       -0.012  3.00     -0.036
Diaphragm      :                       -0.002  3.00     -0.006
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 0.5 x L = 19.17 ft
Prestress      :       0.210  1.80      0.378  2.20      0.461
Self Wt.       :      -0.085  1.85     -0.157  2.40     -0.203
Deck + Haunch  :                       -0.133  2.30     -0.307
DL-Prec. (DC)  :                       -0.013  3.00     -0.038
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.042
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 23.10 ft
Prestress      :       0.201  1.80      0.362  2.20      0.443
Self Wt.       :      -0.081  1.85     -0.149  2.40     -0.193
Deck + Haunch  :                       -0.127  2.30     -0.291
DL-Prec. (DC)  :                       -0.012  3.00     -0.036
Diaphragm      :                       -0.002  3.00     -0.006
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 0.7 x L = 27.03 ft
Prestress      :       0.176  1.80      0.317  2.20      0.387
Self Wt.       :      -0.069  1.85     -0.127  2.40     -0.165
Deck + Haunch  :                       -0.107  2.30     -0.246
DL-Prec. (DC)  :                       -0.010  3.00     -0.031
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.034
DL-Comp. (DW)  :                       -0.005  3.00     -0.015
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 30.97 ft
Prestress      :       0.134  1.80      0.241  2.20      0.294
Self Wt.       :      -0.050  1.85     -0.093  2.40     -0.121
Deck + Haunch  :                       -0.077  2.30     -0.176
DL-Prec. (DC)  :                       -0.007  3.00     -0.022
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.024
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 34.90 ft
Prestress      :       0.074  1.80      0.134  2.20      0.164
Self Wt.       :      -0.027  1.85     -0.049  2.40     -0.064
Deck + Haunch  :                       -0.038  2.30     -0.087
DL-Prec. (DC)  :                       -0.004  3.00     -0.011
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 3,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.50
   337.3    36.0  1.138  267.5    1.2   1.00    901.2  0.113T 1.00       -       -     -     -  
H/2     :   1.97
   270.3    36.0  0.937  268.0    1.0   0.82    744.6  0.138T 1.00       -       -     -     -  
0.1L    :   3.43
   448.6    36.0  1.200  267.4    1.2   1.05    949.0  0.107T 1.00       -       -     -     -  
0.2L    :   7.37
   830.8    36.0  1.462  266.9    1.5   1.27   1149.4  0.088T 1.00       -       -     -     -  
0.3L    :  11.30
  1077.1    36.0  1.723  266.3    1.8   1.50   1347.7  0.074T 1.00       -       -     -     -  
0.4L    :  15.23
  1220.6    36.0  1.736  266.3    1.8   1.51   1357.6  0.073T 1.00   1119.2  1119.2    1.21    -  
0.5L    :  19.17
  1260.9    36.0  1.736  266.3    1.8   1.51   1357.6  0.073T 1.00   1110.1  1110.1    1.22    -  
0.6L    :  23.10
  1220.5    36.0  1.736  266.3    1.8   1.51   1357.6  0.073T 1.00   1119.3  1119.3    1.21    -  
0.7L    :  27.03
  1077.0    36.0  1.723  266.3    1.8   1.50   1347.7  0.074T 1.00   1145.9  1145.9    1.18    -  
0.8L    :  30.97
   830.8    36.0  1.462  266.9    1.5   1.27   1149.4  0.088T 1.00       -       -     -     -  
0.9L    :  34.90
   448.6    36.0  1.200  267.4    1.2   1.05    949.0  0.107T 1.00       -       -     -     -  
H/2     :  36.36
   270.3    36.0  0.937  268.0    1.0   0.82    744.6  0.138T 1.00       -       -     -     -  
Transfer:  35.83
   337.3    36.0  1.138  267.5    1.2   1.00    901.2  0.113T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.140
        M   2.00 Fb     0.490
 
  2   1 E  36.00 Ft     0.256
        M  36.00 Fb     0.378
 
  3   1 E  34.00 Ft     0.622
        M  34.00 Fb     0.289
 
  4   2 E   6.00 Ft     0.509
        M   6.00 Fb     0.757
 
  5   2 E   2.00 Ft     0.276
        M   2.00 Fb     1.317
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 39.33            Release Length, ft: 39.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.31 %               Final losses: 11.84 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.317     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.276       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)                  1357.63     1260.92     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   0.384     Midspan    1.800   0.052     Midspan
    Pre.Top:   3.000   1.263     Midspan    2.250   1.135     Midspan
    Pre.Bot:   3.000   0.793    Transfer    2.250   1.028    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.028     Bearing
    Pre.Bot:  -0.420  -0.298     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.661     Midspan
    Pre.Bot:                                                             2.000   0.353    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      :       0.210  1.80      0.378  2.20      0.461
Self Wt.       :      -0.085  1.85     -0.157  2.40     -0.203
Deck + Haunch  :                       -0.133  2.30     -0.307
DL-Prec. (DC)  :                       -0.013  3.00     -0.038
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.042
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-B                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  5.000 in    Bot =  7.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Interior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  13.000 in
Effective width  =  90.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.070      0.00       0.070   38.33
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    19.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 39.333 ft
Release length = 39.333 ft
Design  length = 38.333 ft
 
Kern points:
------------
Upper    =   26.56 in
Lower    =    9.67 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.728   (Calculated)    
Live Moment (1  lane  loaded)  : 0.557   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.030   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.862   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 4
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        382.5 in2           1083.1 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           236425 in4#
Ht. of c.g.           =        17.06 in             34.06 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        398.4 plf           1131.8 plf   
Mom. of Inertia (Iyy) =       5157.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     1.97     3.43     7.37    11.30    15.23    19.17
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    384.2    392.9    391.1    392.9    392.9    392.9    392.9    392.9
  Yb      ,  in    17.03    16.91    16.93    16.91    16.91    16.91    16.91    16.91
  MI(Ixx) , in4    62058    62343    62283    62343    62343    62343    62343    62343
Composite: (At Final, using Ec =  4286.6 ksi )
  Area    , in2   1084.8   1093.0   1091.2   1093.0   1093.0   1093.0   1093.0   1093.0
  Yb      ,  in    34.02    33.85    33.89    33.85    33.85    33.85    33.85    33.85
  MI(Ixx) , in4   237273   241480   240591   241480   241480   241480   241480   241480

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.63 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 11.25 in):
     4 @  2.000 in     2 @  6.000 in     1 @ 34.000 in     1 @ 36.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.998 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.997 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.101 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)       
-------------------------------------------------------------------------------------
       314.664         740 232.851      3.870 15671.775   338.016     123.240        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1457      2.3960    Yes
      2      US#5[M16]       60.00        0.62       9.00       0.5200      2.0210     No
      2      US#5[M16]       60.00        0.62       9.88       2.0210      2.8451     No
      2      US#5[M16]       60.00        0.62      11.88       2.8451      3.8399     No
      2      US#5[M16]       60.00        0.62      13.00*      3.8399      7.0899     No
      2      US#5[M16]       60.00        0.62      15.00       7.0899      8.3399     No
      2      US#5[M16]       60.00        0.62      17.00       8.3399     16.8330     No
      2      US#4[M13]       60.00        0.40      10.75       2.3960      3.2920    Yes
      2      US#4[M13]       60.00        0.40      13.00*      3.2920      7.6401    Yes
      2      US#4[M13]       60.00        0.40      17.00       7.6401     31.6929    Yes
      2      US#4[M13]       60.00        0.40      13.00*     31.6929     36.0410    Yes
      2      US#4[M13]       60.00        0.40      10.75      36.0410     36.9370    Yes
      2      US#5[M16]       60.00        0.62      17.00      22.5000     30.9931     No
      2      US#5[M16]       60.00        0.62      15.00      30.9931     32.2431     No
      2      US#5[M16]       60.00        0.62      13.00*     32.2431     35.4931     No
      2      US#5[M16]       60.00        0.62      11.88      35.4931     36.4879     No
      2      US#5[M16]       60.00        0.62       9.88      36.4879     37.3120     No
      2      US#5[M16]       60.00        0.62       9.00      37.3120     38.8130     No
      2      US#4[M13]       60.00        0.40       9.00      36.9370     39.1873    Yes
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#6[M19]           2.00 0.880  0.0000 39.3330       3.00 
      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 = 1.7360 in2       Ycg = 11.25 in
         P_init    =      340.3 kips  Ecc =  5.81 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.49 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.926 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.09 ksi    0.00 ksi
    due to Composite Loads                                 -0.59 ksi    0.00 ksi
    due to Live Loads                                      -2.99 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.09 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.49 ksi  ( 3.31 %)            16.73 ksi ( 8.53 %)
Total Prestress Losses                                    23.22 ksi (11.84 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    17.8    14.3    23.9    45.4    60.9    70.1    73.2
(Max)       V       7.6     6.6     6.9     6.3     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0     3.1     2.5     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    26.3    43.9    83.6   112.0   129.0   134.7
Haunch (Max)V      14.1    12.2    12.6    11.5     8.7     5.8     2.9     0.0
Diaphragm : M       0.0     0.4     0.3     0.5     1.1     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    10.6    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.1     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     4.7     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   139.4   111.9   185.0   338.9   433.4   487.5   501.1
            V      87.2    78.4    80.3    75.1    62.7    50.5     6.2    30.7
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    87.2    78.4    80.3    75.1    63.0    51.5    42.1    33.8
            M      -0.0   140.3   113.0   185.0   327.9   411.7   453.0   458.3
Total     : M+      0.0   212.9   170.6   283.3   526.1   684.2   776.8   803.5
            V     118.7   105.7   108.5   100.9    82.1    63.5    12.7    30.8
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   118.7   105.7   108.5   100.9    82.4    64.5    48.6    34.0
            M      -0.0   213.8   171.7   283.3   515.0   662.5   742.2   760.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.36   35.83   38.33
Self wt.  : M      70.1    60.9    45.4    23.9    14.3    17.8     0.0
(Max)       V       1.6     3.1     4.7     6.3     6.9     6.6     7.6
DL-Prec.  : M      12.4    10.7     8.0     4.2     2.5     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    26.3    32.8     0.0
Haunch (Max)V       2.9     5.8     8.7    11.5    12.6    12.2    14.1
Diaphragm : M       2.2     1.6     1.0     0.5     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      52.3    45.4    33.9    17.8    10.6    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.1     5.0     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     4.7     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
LL + I    : M+    487.5   433.4   338.9   185.0   111.9   139.4     0.0
            V       6.2    50.5    62.7    75.1    80.3    78.4    87.2
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    42.1    51.5    63.0    75.1    80.3    78.4    87.2
            M     453.0   411.7   327.9   185.0   113.0   140.3     0.0
Total     : M+    776.7   684.2   526.1   283.3   170.6   212.9     0.0
            V      12.7    63.5    82.1   100.9   108.5   105.7   118.7
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    48.6    64.5    82.4   100.9   108.5   105.7   118.7
            M     742.1   662.5   515.0   283.3   171.7   213.7     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                7.6              7.6
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    1.97    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    17.8    14.3    23.9    45.4    60.9    70.1    73.2
(Max)       V       7.6     6.6     6.9     6.3     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0     3.1     2.5     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    26.3    43.9    83.6   112.0   129.0   134.7
Haunch (Max)V      14.1    12.2    12.6    11.5     8.7     5.8     2.9     0.0
Diaphragm : M       0.0     0.4     0.3     0.5     1.1     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    10.6    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.1     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     4.7     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   111.5    89.5   148.0   271.1   346.7   390.0   400.9
            V      69.8    62.7    64.2    60.1    50.1    40.4     4.9    24.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.8    62.7    64.2    60.1    50.4    41.2    33.7    27.1
            M      -0.0   112.3    90.4   148.0   262.3   329.4   362.4   366.6
Total     : M+      0.0   185.0   148.2   246.3   458.3   597.6   679.3   703.2
            V     101.2    90.1    92.4    85.9    69.5    53.4    11.5    24.7
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   101.2    90.1    92.4    85.9    69.8    54.2    40.2    27.2
            M      -0.0   185.7   149.1   246.3   449.5   580.2   651.6   669.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.36   35.83   38.33
Self wt.  : M      70.1    60.9    45.4    23.9    14.3    17.8     0.0
(Max)       V       1.6     3.1     4.7     6.3     6.9     6.6     7.6
DL-Prec.  : M      12.4    10.7     8.0     4.2     2.5     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    26.3    32.8     0.0
Haunch (Max)V       2.9     5.8     8.7    11.5    12.6    12.2    14.1
Diaphragm : M       2.2     1.6     1.0     0.5     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      52.3    45.4    33.9    17.8    10.6    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.1     5.0     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     4.7     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
LL + I    : M+    390.0   346.7   271.1   148.0    89.5   111.5     0.0
            V       4.9    40.4    50.1    60.1    64.2    62.7    69.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    33.7    41.2    50.4    60.1    64.2    62.7    69.8
            M     362.4   329.4   262.3   148.0    90.4   112.3     0.0
Total     : M+    679.2   597.5   458.3   246.3   148.2   185.0     0.0
            V      11.5    53.4    69.5    85.9    92.4    90.1   101.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    40.2    54.2    69.8    85.9    92.4    90.1   101.2
            M     651.6   580.2   449.4   246.3   149.1   185.7     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    22.3    17.8    29.8    56.8    76.1    87.6    91.5
(Max)       V       9.5     8.3     8.6     7.8     5.9     3.9     2.0     0.0
Self wt.  : M       0.0    16.1    12.8    21.5    40.9    54.8    63.1    65.9
(Min)       V       6.9     6.0     6.2     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     3.9     3.1     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     2.3     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    32.8    54.9   104.6   140.0   161.3   168.4
Haunch (Max)V      17.6    15.3    15.8    14.4    10.8     7.2     3.6     0.0
Deck +    : M       0.0    29.6    23.6    39.5    75.3   100.8   116.1   121.2
Haunch (Min)V      12.6    11.0    11.4    10.4     7.8     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.4     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     0.3     0.4     1.0     1.5     2.0     2.4
(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    13.3    22.3    42.4    56.8    65.4    68.3
DC(Max)     V       7.1     6.2     6.4     5.8     4.4     2.9     1.5     0.0
DL-Comp   : M       0.0    12.0     9.6    16.0    30.5    40.9    47.1    49.2
DC(Min)     V       5.1     4.5     4.6     4.2     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     8.9     7.1    11.9    22.6    30.2    34.8    36.4
DW(Max)     V       3.8     3.3     3.4     3.1     2.3     1.6     0.8     0.0
DL-Comp   : M       0.0     3.8     3.1     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   244.0   195.8   323.8   593.1   758.5   853.2   876.9
            V     152.7   137.2   140.5   131.5   109.7    88.4    10.8    53.7
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   152.7   137.2   140.5   131.5   110.2    90.2    73.6    59.2
            M      -0.0   245.5   197.7   323.8   573.8   720.5   792.7   802.0
Total     : M+      0.0   337.3   270.3   448.6   830.8  1077.1  1220.6  1260.9
            V     192.6   171.9   176.3   164.2   134.3   104.9    19.1    53.8
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   192.6   171.9   176.3   164.2   134.8   106.7    81.9    59.4
            M      -0.0   338.8   272.3   448.6   811.5  1039.1  1160.0  1186.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.36   35.83   38.33
Self wt.  : M      87.6    76.1    56.8    29.8    17.8    22.3     0.0
(Max)       V       2.0     3.9     5.9     7.8     8.6     8.3     9.5
Self wt.  : M      63.1    54.8    40.9    21.5    12.8    16.1     0.0
(Min)       V       1.4     2.8     4.2     5.6     6.2     6.0     6.9
DL-Prec.  : M      15.5    13.4    10.0     5.3     3.1     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     2.3     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    32.8    41.1     0.0
Haunch (Max)V       3.6     7.2    10.8    14.4    15.8    15.3    17.6
Deck +    : M     116.1   100.8    75.3    39.5    23.6    29.6     0.0
Haunch (Min)V       2.6     5.2     7.8    10.4    11.4    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       1.9     1.4     0.9     0.4     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      65.4    56.8    42.4    22.3    13.3    16.6     0.0
DC(Max)     V       1.5     2.9     4.4     5.8     6.4     6.2     7.1
DL-Comp   : M      47.1    40.9    30.5    16.0     9.6    12.0     0.0
DC(Min)     V       1.1     2.1     3.2     4.2     4.6     4.5     5.1
DL-Comp   : M      34.8    30.2    22.6    11.9     7.1     8.9     0.0
DW(Max)     V       0.8     1.6     2.3     3.1     3.4     3.3     3.8
DL-Comp   : M      15.1    13.1     9.8     5.1     3.1     3.8     0.0
DW(Min)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
LL + I    : M+    853.2   758.5   593.1   323.8   195.8   244.0     0.0
            V      10.8    88.4   109.7   131.5   140.5   137.2   152.7
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    73.6    90.2   110.2   131.5   140.5   137.2   152.7
            M     792.7   720.5   573.8   323.8   197.7   245.5     0.0
Total     : M+   1220.5  1077.0   830.8   448.6   270.3   337.3     0.0
            V      19.1   104.9   134.3   164.2   176.3   171.9   192.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    81.9   106.7   134.8   164.2   176.3   171.9   192.6
            M    1160.0  1039.0   811.5   448.6   272.3   338.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                9.5              9.5
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    1.97    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    17.8    14.3    23.9    45.4    60.9    70.1    73.2
(Max)       V       7.6     6.6     6.9     6.3     4.7     3.1     1.6     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     2.5     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    26.3    43.9    83.6   112.0   129.0   134.7
Haunch (Max)V      14.1    12.2    12.6    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     0.3     0.5     1.1     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    10.6    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.1     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     4.7     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    95.3    76.3   127.3   240.1   317.6   359.9   366.9
            V      67.6    60.2    61.7    57.4    50.5    43.5    36.6    29.6
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    67.6    60.2    61.7    57.4    50.5    43.5    36.6    29.6
            M       0.0    95.3    76.3   127.3   240.1   317.6   359.9   366.9
Total     : M+      0.0   168.8   135.0   225.5   427.2   568.4   649.1   669.2
            V      99.0    87.5    89.9    83.2    69.8    56.5    43.1    29.8
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    99.0    87.5    89.9    83.2    69.8    56.5    43.1    29.8
            M       0.0   168.8   135.0   225.5   427.2   568.4   649.1   669.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.36   35.83   38.33
Self wt.  : M      70.1    60.9    45.4    23.9    14.3    17.8     0.0
(Max)       V       1.6     3.1     4.7     6.3     6.9     6.6     7.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      12.4    10.7     8.0     4.2     2.5     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    26.3    32.8     0.0
Haunch (Max)V       2.9     5.8     8.7    11.5    12.6    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     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      52.3    45.4    33.9    17.8    10.6    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.1     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     4.7     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+    359.9   317.6   240.1   127.3    76.3    95.3     0.0
            V      36.6    43.5    50.5    57.4    61.7    60.2    67.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    36.6    43.5    50.5    57.4    61.7    60.2    67.6
            M     359.9   317.6   240.1   127.3    76.3    95.3     0.0
Total     : M+    649.1   568.4   427.2   225.5   135.0   168.8     0.0
            V      43.1    56.5    69.8    83.2    89.9    87.5    99.0
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    56.5    69.8    83.2    89.9    87.5    99.0
            M     649.1   568.4   427.2   225.5   135.0   168.8     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.93    7.87   11.80   15.73   19.67
 
Beam-Self
Precast-top    0.092   0.118   0.210   0.275   0.315   0.328 
Bottom        -0.071  -0.090  -0.160  -0.211  -0.241  -0.251 
 
Prestress
Precast-top    0.184   0.184   0.184   0.184   0.184   0.184 
Bottom         1.388   1.388   1.388   1.388   1.388   1.388 
 
Total
Precast-top    0.276   0.302   0.394   0.459   0.499   0.512 
Bottom         1.317   1.298   1.227   1.177   1.147   1.137 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.92 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top    0.028   0.164   0.136   0.164   0.164   0.164   0.164   0.164
Bottom         0.212   1.236   1.023   1.236   1.236   1.236   1.236   1.236
 
Self wt.
Precast-top   -0.000   0.076   0.061   0.102   0.193   0.259   0.298   0.311
Bottom        -0.000  -0.058  -0.047  -0.078  -0.148  -0.198  -0.228  -0.238
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.011   0.018   0.034   0.046   0.053   0.055
Bottom        -0.000  -0.010  -0.008  -0.014  -0.026  -0.035  -0.040  -0.042
 
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   0.001   0.002   0.005   0.007   0.009   0.012
Bottom        -0.000  -0.001  -0.001  -0.002  -0.003  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.140   0.112   0.187   0.356   0.476   0.549   0.573
Bottom        -0.000  -0.107  -0.086  -0.143  -0.272  -0.364  -0.420  -0.438
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.007   0.012   0.022   0.030   0.035   0.036
Precast-top   -0.000   0.003   0.003   0.005   0.009   0.012   0.013   0.014
Bottom        -0.000  -0.022  -0.018  -0.030  -0.057  -0.076  -0.088  -0.092
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.005   0.010   0.013   0.015   0.016
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.010  -0.008  -0.013  -0.025  -0.034  -0.039  -0.041
 
LL+I(+)
Topping-top   -0.000   0.092   0.074   0.123   0.225   0.287   0.323   0.332
Precast-top   -0.000   0.036   0.029   0.047   0.087   0.111   0.125   0.128
Bottom        -0.000  -0.235  -0.189  -0.311  -0.570  -0.729  -0.820  -0.843
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.105   0.084   0.140   0.257   0.331   0.373   0.384 
Precast-top    0.028   0.435   0.352   0.526   0.851   1.079   1.217   1.263 
Bottom         0.212   0.793   0.667   0.646   0.134  -0.206  -0.406  -0.467 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.013   0.010   0.017   0.032   0.043   0.050   0.052 
Precast-top    0.028   0.399   0.324   0.479   0.764   0.968   1.092   1.135 
Bottom         0.212   1.028   0.856   0.957   0.704   0.523   0.414   0.376 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.93    7.87   11.80   15.73   19.67
 
Beam-Self
Precast-top    0.092   0.118   0.210   0.275   0.315   0.328 
Bottom        -0.071  -0.090  -0.160  -0.211  -0.241  -0.251 
 
Prestress
Precast-top    0.184   0.184   0.184   0.184   0.184   0.184 
Bottom         1.388   1.388   1.388   1.388   1.388   1.388 
 
Total
Precast-top    0.276   0.302   0.394   0.459   0.499   0.512 
Bottom         1.317   1.298   1.227   1.177   1.147   1.137 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.080   1.080   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.92 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top    0.028   0.164   0.136   0.164   0.164   0.164   0.164   0.164
Bottom         0.212   1.236   1.023   1.236   1.236   1.236   1.236   1.236
 
Self wt.
Precast-top   -0.000   0.076   0.061   0.102   0.193   0.259   0.298   0.311
Bottom        -0.000  -0.058  -0.047  -0.078  -0.148  -0.198  -0.228  -0.238
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.011   0.018   0.034   0.046   0.053   0.055
Bottom        -0.000  -0.010  -0.008  -0.014  -0.026  -0.035  -0.040  -0.042
 
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   0.001   0.002   0.005   0.007   0.009   0.012
Bottom        -0.000  -0.001  -0.001  -0.002  -0.003  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.140   0.112   0.187   0.356   0.476   0.549   0.573
Bottom        -0.000  -0.107  -0.086  -0.143  -0.272  -0.364  -0.420  -0.438
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.007   0.012   0.022   0.030   0.035   0.036
Precast-top   -0.000   0.003   0.003   0.005   0.009   0.012   0.013   0.014
Bottom        -0.000  -0.022  -0.018  -0.030  -0.057  -0.076  -0.088  -0.092
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.005   0.010   0.013   0.015   0.016
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.010  -0.008  -0.013  -0.025  -0.034  -0.039  -0.041
 
LL+I(+)
Topping-top   -0.000   0.074   0.059   0.098   0.180   0.230   0.258   0.266
Precast-top   -0.000   0.029   0.023   0.038   0.069   0.089   0.100   0.103
Bottom        -0.000  -0.188  -0.151  -0.249  -0.456  -0.583  -0.656  -0.674
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.087   0.070   0.115   0.212   0.273   0.308   0.318 
Precast-top    0.028   0.428   0.347   0.517   0.833   1.057   1.192   1.237 
Bottom         0.212   0.840   0.705   0.708   0.248  -0.060  -0.242  -0.298 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
F_LL+I(+)
Topping-top   -0.000   0.063   0.051   0.084   0.159   0.210   0.238   0.243
Precast-top   -0.000   0.024   0.019   0.033   0.061   0.081   0.092   0.094
Bottom        -0.000  -0.160  -0.129  -0.214  -0.404  -0.534  -0.605  -0.617
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.070   0.056   0.093   0.175   0.232   0.263   0.269 
Precast-top    0.014   0.224   0.181   0.272   0.443   0.565   0.638   0.661 
Bottom         0.106   0.353   0.299   0.264  -0.052  -0.273  -0.398  -0.429 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 4,  STRENGTH I
Using General Beta Theta Equation procedure - Art.5.7.3.4
Location (ft)
     Vu      bv    de     Aps      Vp    eps_x  Theta  Vs-reqd    Av/s    Av-prvd   Al_reqd
   (kips)   (in)  (in)   (in2)   (kips)                 (kips)  (in2/ft)  (in2/ft)   (in2)

    Mcor     a     dv      fpo   vu/fc   Vc-com  Beta  Max.spc.  min.Av/s  pVn/Vu       
    (kft)   (in)  (in)    (ksi)          (kips)          (in)    (in2/ft)             
*******************************************************************************************
Bearing :   0.50
    192.6    6.0   43.9    0.142   0.0   6.00e-3 50.0    197.7     1.075    0.533      1.67
      0.0    0.2   43.8     31.5 0.163      16.2 0.87    12.00     0.085    0.534*
Transfer:   3.00
    171.9    6.0   43.9    0.854   0.0   6.00e-3 50.0    175.0     0.961    1.073      0.00
    338.8    1.0   43.4    189.0 0.147      16.1 0.87    12.00     0.085    1.107 
Critical:   4.12
    162.7    6.0   43.9    0.910   0.0   5.91e-3 49.7    164.5     0.894    0.942      0.00
    471.7    1.1   43.4    189.0 0.139      16.3 0.88    12.00     0.085    1.049 
0.1L    :   3.93
    164.2    6.0   43.9    0.900   0.0   6.00e-3 50.0    166.4     0.914    0.942      0.00
    448.6    1.0   43.4    189.0 0.140      16.1 0.87    12.00     0.085    1.027 
0.2L    :   7.87
    134.8    6.0   43.9    1.096   0.0   4.89e-3 46.1    130.9     0.629    0.778      0.08
    811.5    1.3   43.3    189.0 0.115      18.9 1.03    24.00     0.085    1.208 
0.3L    :  11.80
    106.7    6.0   43.9    1.292   0.0   4.11e-3 43.4     97.0     0.425    0.720      0.12
   1039.1    1.5   43.2    189.0 0.092      21.5 1.18    24.00     0.085    1.569 
0.4L    :  15.73
     81.9    6.0   43.9    1.302   0.0   4.27e-3 43.9     70.1     0.313    0.720      0.38
   1160.0    1.5   43.2    189.0 0.070      20.9 1.14    24.00     0.085    2.001 
0.5L    :  19.67
     59.4    6.0   43.9    1.302   0.0   3.86e-3 42.5     43.4     0.184    0.282      0.32
   1186.0    1.5   43.2    189.0 0.051      22.6 1.23    24.00     0.085    1.350 
0.6L    :  23.60
     81.9    6.0   43.9    1.302   0.0   4.27e-3 43.9     70.1     0.313    0.720      0.38
   1160.0    1.5   43.2    189.0 0.070      20.9 1.14    24.00     0.085    2.001 
0.7L    :  27.53
    106.7    6.0   43.9    1.292   0.0   4.11e-3 43.4     97.0     0.425    0.720      0.12
   1039.0    1.5   43.2    189.0 0.092      21.5 1.18    24.00     0.085    1.569 
0.8L    :  31.47
    134.8    6.0   43.9    1.096   0.0   4.89e-3 46.1    130.9     0.629    0.778      0.08
    811.5    1.3   43.3    189.0 0.115      18.9 1.03    24.00     0.085    1.208 
0.9L    :  35.40
    164.2    6.0   43.9    0.900   0.0   6.00e-3 50.0    166.4     0.914    0.942      0.00
    448.6    1.0   43.4    189.0 0.140      16.1 0.87    12.00     0.085    1.027 
Critical:  35.22
    162.6    6.0   43.9    0.910   0.0   5.91e-3 49.7    164.5     0.894    0.942      0.00
    471.7    1.1   43.4    189.0 0.139      16.3 0.88    12.00     0.085    1.049 
Transfer:  36.33
    171.9    6.0   43.9    0.854   0.0   6.00e-3 50.0    175.0     0.960    1.073      0.00
    338.8    1.0   43.4    189.0 0.147      16.1 0.87    12.00     0.085    1.107 
Bearing :  38.83
    192.6    6.0   43.9    0.142   0.0   6.00e-3 50.0    197.7     1.075    0.533      1.67
      0.0    0.2   43.8     31.5 0.163      16.2 0.87    12.00     0.085    0.534*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.68
 
 
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
    192.6      4.88     43.92    0.17       43.83    24.00      0.090      1.402      0.472      0.533 
Transfer:      2.50
    171.9      4.40     43.92    1.00       43.42    24.00      0.090      1.242      0.376      0.447 
Critical:      3.62
    162.7      4.17     43.92    1.06       43.39    24.00      0.090      1.164      0.330      0.369 
0.1L    :      3.43
    164.2      4.21     43.92    1.05       43.39    24.00      0.090      1.177      0.337      0.369 
0.2L    :      7.37
    134.8      3.46     43.92    1.27       43.28    24.00      0.090      0.929      0.188      0.282 
0.3L    :     11.30
    106.7      2.75     43.92    1.50       43.17    24.00      0.090      0.690      0.045      0.282 
0.4L    :     15.23
     81.9      2.11     43.92    1.51       43.16    24.00      0.090      0.478      0.000      0.282 
0.5L    :     19.17
     59.4      1.53     43.92    1.51       43.16    24.00      0.090      0.285      0.000      0.282 
0.6L    :     23.10
     81.9      2.11     43.92    1.51       43.16    24.00      0.090      0.478      0.000      0.282 
0.7L    :     27.03
    106.7      2.75     43.92    1.50       43.17    24.00      0.090      0.690      0.045      0.282 
0.8L    :     30.97
    134.8      3.46     43.92    1.27       43.28    24.00      0.090      0.929      0.188      0.282 
0.9L    :     34.90
    164.2      4.21     43.92    1.05       43.39    24.00      0.090      1.177      0.337      0.369 
Critical:     34.72
    162.7      4.17     43.92    1.06       43.39    24.00      0.090      1.164      0.330      0.369 
Transfer:     35.83
    171.9      4.40     43.92    1.00       43.42    24.00      0.090      1.242      0.376      0.447 
Bearing :     38.33
    192.6      4.88     43.92    0.17       43.83    24.00      0.090      1.402      0.472      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      :       0.074  1.80      0.134  2.20      0.164
Self Wt.       :      -0.027  1.85     -0.049  2.40     -0.064
Deck + Haunch  :                       -0.038  2.30     -0.087
DL-Prec. (DC)  :                       -0.004  3.00     -0.011
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 7.37 ft
Prestress      :       0.134  1.80      0.241  2.20      0.294
Self Wt.       :      -0.050  1.85     -0.093  2.40     -0.121
Deck + Haunch  :                       -0.077  2.30     -0.176
DL-Prec. (DC)  :                       -0.007  3.00     -0.022
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.024
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 11.30 ft
Prestress      :       0.176  1.80      0.317  2.20      0.387
Self Wt.       :      -0.069  1.85     -0.127  2.40     -0.165
Deck + Haunch  :                       -0.107  2.30     -0.246
DL-Prec. (DC)  :                       -0.010  3.00     -0.031
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.034
DL-Comp. (DW)  :                       -0.005  3.00     -0.015
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 15.23 ft
Prestress      :       0.201  1.80      0.362  2.20      0.443
Self Wt.       :      -0.081  1.85     -0.149  2.40     -0.193
Deck + Haunch  :                       -0.127  2.30     -0.291
DL-Prec. (DC)  :                       -0.012  3.00     -0.036
Diaphragm      :                       -0.002  3.00     -0.006
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 0.5 x L = 19.17 ft
Prestress      :       0.210  1.80      0.378  2.20      0.461
Self Wt.       :      -0.085  1.85     -0.157  2.40     -0.203
Deck + Haunch  :                       -0.133  2.30     -0.307
DL-Prec. (DC)  :                       -0.013  3.00     -0.038
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.042
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 23.10 ft
Prestress      :       0.201  1.80      0.362  2.20      0.443
Self Wt.       :      -0.081  1.85     -0.149  2.40     -0.193
Deck + Haunch  :                       -0.127  2.30     -0.291
DL-Prec. (DC)  :                       -0.012  3.00     -0.036
Diaphragm      :                       -0.002  3.00     -0.006
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 0.7 x L = 27.03 ft
Prestress      :       0.176  1.80      0.317  2.20      0.387
Self Wt.       :      -0.069  1.85     -0.127  2.40     -0.165
Deck + Haunch  :                       -0.107  2.30     -0.246
DL-Prec. (DC)  :                       -0.010  3.00     -0.031
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.034
DL-Comp. (DW)  :                       -0.005  3.00     -0.015
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 30.97 ft
Prestress      :       0.134  1.80      0.241  2.20      0.294
Self Wt.       :      -0.050  1.85     -0.093  2.40     -0.121
Deck + Haunch  :                       -0.077  2.30     -0.176
DL-Prec. (DC)  :                       -0.007  3.00     -0.022
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.024
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 34.90 ft
Prestress      :       0.074  1.80      0.134  2.20      0.164
Self Wt.       :      -0.027  1.85     -0.049  2.40     -0.064
Deck + Haunch  :                       -0.038  2.30     -0.087
DL-Prec. (DC)  :                       -0.004  3.00     -0.011
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 4,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.50
   337.3    36.0  1.138  267.5    1.2   1.00    901.2  0.113T 1.00       -       -     -     -  
H/2     :   1.97
   270.3    36.0  0.937  268.0    1.0   0.82    744.6  0.138T 1.00       -       -     -     -  
0.1L    :   3.43
   448.6    36.0  1.200  267.4    1.2   1.05    949.0  0.107T 1.00       -       -     -     -  
0.2L    :   7.37
   830.8    36.0  1.462  266.9    1.5   1.27   1149.4  0.088T 1.00       -       -     -     -  
0.3L    :  11.30
  1077.1    36.0  1.723  266.3    1.8   1.50   1347.7  0.074T 1.00       -       -     -     -  
0.4L    :  15.23
  1220.6    36.0  1.736  266.3    1.8   1.51   1357.6  0.073T 1.00   1119.2  1119.2    1.21    -  
0.5L    :  19.17
  1260.9    36.0  1.736  266.3    1.8   1.51   1357.6  0.073T 1.00   1110.1  1110.1    1.22    -  
0.6L    :  23.10
  1220.5    36.0  1.736  266.3    1.8   1.51   1357.6  0.073T 1.00   1119.3  1119.3    1.21    -  
0.7L    :  27.03
  1077.0    36.0  1.723  266.3    1.8   1.50   1347.7  0.074T 1.00   1145.9  1145.9    1.18    -  
0.8L    :  30.97
   830.8    36.0  1.462  266.9    1.5   1.27   1149.4  0.088T 1.00       -       -     -     -  
0.9L    :  34.90
   448.6    36.0  1.200  267.4    1.2   1.05    949.0  0.107T 1.00       -       -     -     -  
H/2     :  36.36
   270.3    36.0  0.937  268.0    1.0   0.82    744.6  0.138T 1.00       -       -     -     -  
Transfer:  35.83
   337.3    36.0  1.138  267.5    1.2   1.00    901.2  0.113T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.140
        M   2.00 Fb     0.490
 
  2   1 E  36.00 Ft     0.256
        M  36.00 Fb     0.378
 
  3   1 E  34.00 Ft     0.622
        M  34.00 Fb     0.289
 
  4   2 E   6.00 Ft     0.509
        M   6.00 Fb     0.757
 
  5   2 E   2.00 Ft     0.276
        M   2.00 Fb     1.317
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 39.33            Release Length, ft: 39.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.31 %               Final losses: 11.84 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.317     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.276       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)                  1357.63     1260.92     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   0.384     Midspan    1.800   0.052     Midspan
    Pre.Top:   3.000   1.263     Midspan    2.250   1.135     Midspan
    Pre.Bot:   3.000   0.793    Transfer    2.250   1.028    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.028     Bearing
    Pre.Bot:  -0.420  -0.298     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.661     Midspan
    Pre.Bot:                                                             2.000   0.353    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      :       0.210  1.80      0.378  2.20      0.461
Self Wt.       :      -0.085  1.85     -0.157  2.40     -0.203
Deck + Haunch  :                       -0.133  2.30     -0.307
DL-Prec. (DC)  :                       -0.013  3.00     -0.038
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.042
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-B                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  3.08 ft
     thick: Top =  5.000 in    Bot =  7.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Exterior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  13.000 in
Effective width  =  82.004 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.064      0.00       0.064   38.33
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    19.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 39.333 ft
Release length = 39.333 ft
Design  length = 38.333 ft
 
Kern points:
------------
Upper    =   26.56 in
Lower    =    9.67 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.679   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.775   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.835   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 5
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        382.5 in2           1021.5 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           230439 in4#
Ht. of c.g.           =        17.06 in             33.50 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        398.4 plf           1067.2 plf   
Mom. of Inertia (Iyy) =       5157.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     1.97     3.43     7.37    11.30    15.23    19.17
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    384.2    392.9    391.1    392.9    392.9    392.9    392.9    392.9
  Yb      ,  in    17.03    16.91    16.93    16.91    16.91    16.91    16.91    16.91
  MI(Ixx) , in4    62058    62343    62283    62343    62343    62343    62343    62343
Composite: (At Final, using Ec =  4286.6 ksi )
  Area    , in2   1023.1   1031.3   1029.5   1031.3   1031.3   1031.3   1031.3   1031.3
  Yb      ,  in    33.46    33.28    33.32    33.28    33.28    33.28    33.28    33.28
  MI(Ixx) , in4   231246   235245   234400   235245   235245   235245   235245   235245

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.63 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 11.25 in):
     4 @  2.000 in     2 @  6.000 in     1 @ 34.000 in     1 @ 36.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.970 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.963 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.101 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)       
-------------------------------------------------------------------------------------
       314.664         740 232.851      3.870 15671.775   338.016     123.240        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1457      2.3960    Yes
      2      US#5[M16]       60.00        0.62       9.00       0.5200      2.0210     No
      2      US#5[M16]       60.00        0.62       9.88       2.0210      2.8451     No
      2      US#5[M16]       60.00        0.62      11.88       2.8451      3.8399     No
      2      US#5[M16]       60.00        0.62      13.00       3.8399      7.0899     No
      2      US#5[M16]       60.00        0.62      15.00       7.0899      8.3399     No
      2      US#5[M16]       60.00        0.62      17.00       8.3399     16.8330     No
      2      US#4[M13]       60.00        0.40      10.75       2.3960      3.2920    Yes
      2      US#4[M13]       60.00        0.40      13.00       3.2920      7.6401    Yes
      2      US#4[M13]       60.00        0.40      17.00       7.6401     31.6929    Yes
      2      US#4[M13]       60.00        0.40      13.00      31.6929     36.0410    Yes
      2      US#4[M13]       60.00        0.40      10.75      36.0410     36.9370    Yes
      2      US#5[M16]       60.00        0.62      17.00      22.5000     30.9931     No
      2      US#5[M16]       60.00        0.62      15.00      30.9931     32.2431     No
      2      US#5[M16]       60.00        0.62      13.00      32.2431     35.4931     No
      2      US#5[M16]       60.00        0.62      11.88      35.4931     36.4879     No
      2      US#5[M16]       60.00        0.62       9.88      36.4879     37.3120     No
      2      US#5[M16]       60.00        0.62       9.00      37.3120     38.8130     No
      2      US#4[M13]       60.00        0.40       9.00      36.9370     39.1873    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#6[M19]           2.00 0.880  0.0000 39.3330       3.00 
      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 = 1.7360 in2       Ycg = 11.25 in
         P_init    =      340.3 kips  Ecc =  5.81 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.49 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.926 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.98 ksi    0.00 ksi
    due to Composite Loads                                 -0.59 ksi    0.00 ksi
    due to Live Loads                                      -2.80 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                         8.09 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.49 ksi  ( 3.31 %)            17.03 ksi ( 8.69 %)
Total Prestress Losses                                    23.52 ksi (12.00 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    17.8    14.3    23.9    45.4    60.9    70.1    73.2
(Max)       V       7.6     6.6     6.9     6.3     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0     2.9     2.3     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    23.9    40.1    76.3   102.1   117.7   122.8
Haunch (Max)V      12.8    11.1    11.5    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    10.6    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.1     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     4.7     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   130.1   104.4   172.7   316.3   404.5   455.1   467.7
            V      70.7    63.6    65.1    60.9    50.8    41.0     5.0    24.9
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    70.7    63.6    65.1    60.9    51.1    41.8    34.1    27.4
            M      -0.0   131.0   105.5   172.7   306.0   384.3   422.8   427.8
Total     : M+      0.0   200.2   160.4   266.5   494.9   643.7   730.7   755.7
            V     100.7    89.7    92.0    85.5    69.3    53.3    11.2    24.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   100.7    89.7    92.0    85.5    69.6    54.1    40.3    27.5
            M      -0.0   201.1   161.5   266.5   484.6   623.5   698.5   715.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.36   35.83   38.33
Self wt.  : M      70.1    60.9    45.4    23.9    14.3    17.8     0.0
(Max)       V       1.6     3.1     4.7     6.3     6.9     6.6     7.6
DL-Prec.  : M      11.3     9.8     7.3     3.8     2.3     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   102.1    76.3    40.1    23.9    30.0     0.0
Haunch (Max)V       2.6     5.3     7.9    10.5    11.5    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    10.6    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.1     5.0     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     4.7     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
LL + I    : M+    455.1   404.5   316.3   172.7   104.4   130.1     0.0
            V       5.0    41.0    50.8    60.9    65.1    63.6    70.7
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    34.1    41.8    51.1    60.9    65.1    63.6    70.7
            M     422.8   384.3   306.0   172.7   105.5   131.0     0.0
Total     : M+    730.7   643.7   494.9   266.5   160.4   200.2     0.0
            V      11.2    53.3    69.3    85.5    92.0    89.7   100.7
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    40.3    54.1    69.5    85.5    92.0    89.7   100.7
            M     698.4   623.5   484.6   266.5   161.5   201.0     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                7.6              7.6
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    1.97    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    17.8    14.3    23.9    45.4    60.9    70.1    73.2
(Max)       V       7.6     6.6     6.9     6.3     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0     2.9     2.3     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    23.9    40.1    76.3   102.1   117.7   122.8
Haunch (Max)V      12.8    11.1    11.5    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    10.6    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.1     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     4.7     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   104.1    83.5   138.2   253.1   323.6   364.0   374.2
            V      56.6    50.9    52.1    48.7    40.7    32.8     4.0    19.9
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    56.6    50.9    52.1    48.7    40.9    33.4    27.3    21.9
            M      -0.0   104.8    84.4   138.2   244.8   307.4   338.2   342.2
Total     : M+      0.0   174.2   139.6   231.9   431.6   562.8   639.7   662.2
            V      86.6    77.0    79.0    73.4    59.1    45.1    10.2    20.0
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    86.6    77.0    79.0    73.4    59.3    45.8    33.5    22.0
            M      -0.0   174.9   140.4   231.9   423.4   546.6   613.9   630.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.36   35.83   38.33
Self wt.  : M      70.1    60.9    45.4    23.9    14.3    17.8     0.0
(Max)       V       1.6     3.1     4.7     6.3     6.9     6.6     7.6
DL-Prec.  : M      11.3     9.8     7.3     3.8     2.3     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   102.1    76.3    40.1    23.9    30.0     0.0
Haunch (Max)V       2.6     5.3     7.9    10.5    11.5    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    10.6    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.1     5.0     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     4.7     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.3     2.2     2.5
LL + I    : M+    364.0   323.6   253.1   138.2    83.5   104.1     0.0
            V       4.0    32.8    40.7    48.7    52.1    50.9    56.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    27.3    33.4    40.9    48.7    52.1    50.9    56.6
            M     338.2   307.4   244.8   138.2    84.4   104.8     0.0
Total     : M+    639.7   562.8   431.6   231.9   139.6   174.2     0.0
            V      10.2    45.1    59.1    73.4    79.0    77.0    86.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    33.5    45.8    59.3    73.4    79.0    77.0    86.6
            M     613.9   546.6   423.4   231.9   140.4   174.9     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    22.3    17.8    29.8    56.8    76.1    87.6    91.5
(Max)       V       9.5     8.3     8.6     7.8     5.9     3.9     2.0     0.0
Self wt.  : M       0.0    16.1    12.8    21.5    40.9    54.8    63.1    65.9
(Min)       V       6.9     6.0     6.2     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     3.6     2.9     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     2.1     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    29.9    50.1    95.4   127.7   147.1   153.6
Haunch (Max)V      16.0    13.9    14.4    13.2     9.9     6.6     3.3     0.0
Deck +    : M       0.0    27.0    21.5    36.1    68.7    91.9   105.9   110.6
Haunch (Min)V      11.5    10.0    10.4     9.5     7.1     4.7     2.4     0.0
Diaphragm : M       0.0     0.2     0.2     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    13.3    22.3    42.4    56.8    65.4    68.3
DC(Max)     V       7.1     6.2     6.4     5.8     4.4     2.9     1.5     0.0
DL-Comp   : M       0.0    12.0     9.6    16.0    30.5    40.9    47.1    49.2
DC(Min)     V       5.1     4.5     4.6     4.2     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     8.9     7.1    11.9    22.6    30.2    34.8    36.4
DW(Max)     V       3.8     3.3     3.4     3.1     2.3     1.6     0.8     0.0
DL-Comp   : M       0.0     3.8     3.1     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   227.7   182.8   302.3   553.6   708.0   796.4   818.5
            V     123.8   111.3   113.9   106.6    88.9    71.7     8.7    43.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   123.8   111.3   113.9   106.6    89.4    73.1    59.7    48.0
            M      -0.0   229.2   184.6   302.3   535.6   672.5   739.8   748.6
Total     : M+      0.0   316.8   253.9   421.4   780.5  1012.0  1146.8  1184.5
            V     161.9   144.4   148.1   137.9   112.4    87.4    16.6    43.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   161.9   144.4   148.1   137.9   112.9    88.8    67.6    48.1
            M      -0.0   318.3   255.7   421.4   762.5   976.5  1090.3  1114.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.36   35.83   38.33
Self wt.  : M      87.6    76.1    56.8    29.8    17.8    22.3     0.0
(Max)       V       2.0     3.9     5.9     7.8     8.6     8.3     9.5
Self wt.  : M      63.1    54.8    40.9    21.5    12.8    16.1     0.0
(Min)       V       1.4     2.8     4.2     5.6     6.2     6.0     6.9
DL-Prec.  : M      14.1    12.2     9.1     4.8     2.9     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     2.1     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    29.9    37.4     0.0
Haunch (Max)V       3.3     6.6     9.9    13.2    14.4    13.9    16.0
Deck +    : M     105.9    91.9    68.7    36.1    21.5    27.0     0.0
Haunch (Min)V       2.4     4.7     7.1     9.5    10.4    10.0    11.5
Diaphragm : M       1.3     1.0     0.7     0.3     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       1.0     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    13.3    16.6     0.0
DC(Max)     V       1.5     2.9     4.4     5.8     6.4     6.2     7.1
DL-Comp   : M      47.1    40.9    30.5    16.0     9.6    12.0     0.0
DC(Min)     V       1.1     2.1     3.2     4.2     4.6     4.5     5.1
DL-Comp   : M      34.8    30.2    22.6    11.9     7.1     8.9     0.0
DW(Max)     V       0.8     1.6     2.3     3.1     3.4     3.3     3.8
DL-Comp   : M      15.1    13.1     9.8     5.1     3.1     3.8     0.0
DW(Min)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
LL + I    : M+    796.4   708.0   553.6   302.3   182.8   227.7     0.0
            V       8.7    71.7    88.9   106.6   113.9   111.3   123.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.7    73.1    89.4   106.6   113.9   111.3   123.8
            M     739.8   672.5   535.6   302.3   184.6   229.2     0.0
Total     : M+   1146.7  1012.0   780.5   421.4   253.9   316.8     0.0
            V      16.6    87.4   112.4   137.9   148.1   144.4   161.9
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    67.6    88.8   112.9   137.9   148.1   144.4   161.9
            M    1090.2   976.5   762.5   421.4   255.7   318.3     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                9.5              9.5
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    1.97    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    17.8    14.3    23.9    45.4    60.9    70.1    73.2
(Max)       V       7.6     6.6     6.9     6.3     4.7     3.1     1.6     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     2.3     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    23.9    40.1    76.3   102.1   117.7   122.8
Haunch (Max)V      12.8    11.1    11.5    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    10.6    17.8    33.9    45.4    52.3    54.6
DC(Max)     V       5.7     5.0     5.1     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     4.7     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    87.7   146.3   276.0   365.1   413.6   421.7
            V      65.5    58.3    59.8    55.6    48.9    42.1    35.4    28.7
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    65.5    58.3    59.8    55.6    48.9    42.1    35.4    28.7
            M       0.0   109.6    87.7   146.3   276.0   365.1   413.6   421.7
Total     : M+      0.0   179.7   143.7   240.1   454.5   604.3   689.3   709.7
            V      95.5    84.4    86.7    80.2    67.4    54.5    41.6    28.8
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    95.5    84.4    86.7    80.2    67.4    54.5    41.6    28.8
            M       0.0   179.7   143.7   240.1   454.5   604.3   689.3   709.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.36   35.83   38.33
Self wt.  : M      70.1    60.9    45.4    23.9    14.3    17.8     0.0
(Max)       V       1.6     3.1     4.7     6.3     6.9     6.6     7.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      11.3     9.8     7.3     3.8     2.3     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   102.1    76.3    40.1    23.9    30.0     0.0
Haunch (Max)V       2.6     5.3     7.9    10.5    11.5    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    10.6    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.1     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     4.7     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   365.1   276.0   146.3    87.7   109.6     0.0
            V      35.4    42.1    48.9    55.6    59.8    58.3    65.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.4    42.1    48.9    55.6    59.8    58.3    65.5
            M     413.6   365.1   276.0   146.3    87.7   109.6     0.0
Total     : M+    689.3   604.2   454.5   240.1   143.7   179.7     0.0
            V      41.6    54.5    67.4    80.2    86.7    84.4    95.5
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    41.6    54.5    67.4    80.2    86.7    84.4    95.5
            M     689.3   604.2   454.5   240.1   143.7   179.7     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.93    7.87   11.80   15.73   19.67
 
Beam-Self
Precast-top    0.092   0.118   0.210   0.275   0.315   0.328 
Bottom        -0.071  -0.090  -0.160  -0.211  -0.241  -0.251 
 
Prestress
Precast-top    0.184   0.184   0.184   0.184   0.184   0.184 
Bottom         1.388   1.388   1.388   1.388   1.388   1.388 
 
Total
Precast-top    0.276   0.302   0.394   0.459   0.499   0.512 
Bottom         1.317   1.298   1.227   1.177   1.147   1.137 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.92 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top    0.028   0.164   0.136   0.164   0.164   0.164   0.164   0.164
Bottom         0.212   1.236   1.023   1.236   1.236   1.236   1.236   1.236
 
Self wt.
Precast-top   -0.000   0.076   0.061   0.102   0.193   0.259   0.298   0.311
Bottom        -0.000  -0.058  -0.047  -0.078  -0.148  -0.198  -0.228  -0.238
 
DL-Prec (DC)
Precast-top   -0.000   0.012   0.010   0.016   0.031   0.042   0.048   0.050
Bottom        -0.000  -0.009  -0.007  -0.012  -0.024  -0.032  -0.037  -0.038
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.005   0.006
Bottom        -0.000  -0.001  -0.000  -0.001  -0.002  -0.003  -0.004  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.127   0.102   0.170   0.324   0.434   0.500   0.522
Bottom        -0.000  -0.097  -0.078  -0.130  -0.248  -0.332  -0.383  -0.400
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.008   0.013   0.024   0.032   0.037   0.039
Precast-top   -0.000   0.004   0.003   0.005   0.010   0.013   0.015   0.016
Bottom        -0.000  -0.023  -0.018  -0.030  -0.058  -0.077  -0.089  -0.093
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.006   0.011   0.014   0.016   0.017
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.006   0.007   0.007
Bottom        -0.000  -0.010  -0.008  -0.013  -0.026  -0.034  -0.039  -0.041
 
LL+I(+)
Topping-top   -0.000   0.092   0.074   0.122   0.224   0.287   0.323   0.332
Precast-top   -0.000   0.038   0.030   0.050   0.092   0.118   0.133   0.136
Bottom        -0.000  -0.221  -0.178  -0.293  -0.537  -0.687  -0.773  -0.794
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.106   0.085   0.141   0.259   0.333   0.376   0.388 
Precast-top    0.028   0.424   0.343   0.511   0.821   1.039   1.170   1.213 
Bottom         0.212   0.817   0.686   0.678   0.195  -0.127  -0.316  -0.372 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.014   0.011   0.018   0.035   0.046   0.054   0.056 
Precast-top    0.028   0.386   0.313   0.461   0.729   0.921   1.037   1.076 
Bottom         0.212   1.038   0.864   0.971   0.732   0.560   0.457   0.422 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.93    7.87   11.80   15.73   19.67
 
Beam-Self
Precast-top    0.092   0.118   0.210   0.275   0.315   0.328 
Bottom        -0.071  -0.090  -0.160  -0.211  -0.241  -0.251 
 
Prestress
Precast-top    0.184   0.184   0.184   0.184   0.184   0.184 
Bottom         1.388   1.388   1.388   1.388   1.388   1.388 
 
Total
Precast-top    0.276   0.302   0.394   0.459   0.499   0.512 
Bottom         1.317   1.298   1.227   1.177   1.147   1.137 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.080   1.080   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.92 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top    0.028   0.164   0.136   0.164   0.164   0.164   0.164   0.164
Bottom         0.212   1.236   1.023   1.236   1.236   1.236   1.236   1.236
 
Self wt.
Precast-top   -0.000   0.076   0.061   0.102   0.193   0.259   0.298   0.311
Bottom        -0.000  -0.058  -0.047  -0.078  -0.148  -0.198  -0.228  -0.238
 
DL-Prec (DC)
Precast-top   -0.000   0.012   0.010   0.016   0.031   0.042   0.048   0.050
Bottom        -0.000  -0.009  -0.007  -0.012  -0.024  -0.032  -0.037  -0.038
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.005   0.006
Bottom        -0.000  -0.001  -0.000  -0.001  -0.002  -0.003  -0.004  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.127   0.102   0.170   0.324   0.434   0.500   0.522
Bottom        -0.000  -0.097  -0.078  -0.130  -0.248  -0.332  -0.383  -0.400
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.008   0.013   0.024   0.032   0.037   0.039
Precast-top   -0.000   0.004   0.003   0.005   0.010   0.013   0.015   0.016
Bottom        -0.000  -0.023  -0.018  -0.030  -0.058  -0.077  -0.089  -0.093
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.006   0.011   0.014   0.016   0.017
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.006   0.007   0.007
Bottom        -0.000  -0.010  -0.008  -0.013  -0.026  -0.034  -0.039  -0.041
 
LL+I(+)
Topping-top   -0.000   0.074   0.059   0.098   0.179   0.229   0.258   0.265
Precast-top   -0.000   0.030   0.024   0.040   0.074   0.094   0.106   0.109
Bottom        -0.000  -0.177  -0.143  -0.235  -0.430  -0.549  -0.618  -0.635
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.087   0.070   0.116   0.214   0.276   0.312   0.321 
Precast-top    0.028   0.416   0.337   0.501   0.803   1.016   1.143   1.185 
Bottom         0.212   0.862   0.722   0.737   0.302   0.011  -0.161  -0.213 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    3.43    7.37   11.30   15.23   19.17
F_LL+I(+)
Topping-top   -0.000   0.078   0.062   0.104   0.196   0.259   0.293   0.299
Precast-top   -0.000   0.032   0.025   0.043   0.080   0.106   0.121   0.123
Bottom        -0.000  -0.186  -0.150  -0.248  -0.469  -0.620  -0.702  -0.716
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.085   0.068   0.113   0.213   0.282   0.320   0.327 
Precast-top    0.014   0.225   0.182   0.273   0.445   0.567   0.639   0.661 
Bottom         0.106   0.333   0.283   0.237  -0.103  -0.340  -0.474  -0.505 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 5,  STRENGTH I
Using General Beta Theta Equation procedure - Art.5.7.3.4
Location (ft)
     Vu      bv    de     Aps      Vp    eps_x  Theta  Vs-reqd    Av/s    Av-prvd   Al_reqd
   (kips)   (in)  (in)   (in2)   (kips)                 (kips)  (in2/ft)  (in2/ft)   (in2)

    Mcor     a     dv      fpo   vu/fc   Vc-com  Beta  Max.spc.  min.Av/s  pVn/Vu       
    (kft)   (in)  (in)    (ksi)          (kips)          (in)    (in2/ft)             
*******************************************************************************************
Bearing :   0.50
    161.9    6.0   43.9    0.142   0.0   6.00e-3 50.0    163.7     0.890    0.533      1.19
      0.0    0.2   43.8     31.5 0.137      16.2 0.87    12.00     0.085    0.635*
Transfer:   3.00
    144.4    6.0   43.9    0.855   0.0   5.22e-3 47.3    142.5     0.712    1.073      0.00
    318.3    1.1   43.4    189.0 0.123      18.0 0.98    24.00     0.085    1.451 
Critical:   4.11
    136.6    6.0   43.9    0.911   0.0   3.89e-3 42.6    129.2     0.549    0.942      0.00
    442.8    1.2   43.3    189.0 0.117      22.5 1.23    24.00     0.085    1.610 
0.1L    :   3.93
    137.9    6.0   43.9    0.902   0.0   4.10e-3 43.4    131.6     0.573    0.942      0.00
    421.4    1.2   43.3    189.0 0.118      21.6 1.18    24.00     0.085    1.551 
0.2L    :   7.87
    112.9    6.0   43.9    1.098   0.0   3.75e-3 42.1    102.3     0.428    0.778      0.00
    762.5    1.4   43.2    189.0 0.097      23.1 1.26    24.00     0.085    1.668 
0.3L    :  11.80
     88.8    6.0   43.9    1.294   0.0   3.15e-3 40.0     72.7     0.283    0.720      0.00
    976.5    1.6   43.1    189.0 0.076      26.1 1.43    24.00     0.085    2.134 
0.4L    :  15.73
     67.6    6.0   43.9    1.302   0.0   3.37e-3 40.8     50.2     0.201    0.720      0.02
   1090.3    1.7   43.1    189.0 0.058      24.9 1.36    24.00     0.085    2.724 
0.5L    :  19.67
     48.1    6.0   43.9    1.302   0.0   3.03e-3 39.6     26.6     0.102    0.282      0.00
   1114.7    1.7   43.1    189.0 0.041      26.8 1.47    24.00     0.085    1.877 
0.6L    :  23.60
     67.6    6.0   43.9    1.302   0.0   3.37e-3 40.8     50.2     0.201    0.720      0.02
   1090.2    1.7   43.1    189.0 0.058      24.9 1.36    24.00     0.085    2.724 
0.7L    :  27.53
     88.8    6.0   43.9    1.294   0.0   3.15e-3 40.0     72.7     0.283    0.720      0.00
    976.5    1.6   43.1    189.0 0.076      26.1 1.43    24.00     0.085    2.134 
0.8L    :  31.47
    112.9    6.0   43.9    1.098   0.0   3.75e-3 42.1    102.3     0.428    0.778      0.00
    762.5    1.4   43.2    189.0 0.097      23.1 1.26    24.00     0.085    1.668 
0.9L    :  35.40
    137.9    6.0   43.9    0.902   0.0   4.10e-3 43.4    131.6     0.573    0.942      0.00
    421.4    1.2   43.3    189.0 0.118      21.6 1.18    24.00     0.085    1.551 
Critical:  35.22
    136.6    6.0   43.9    0.911   0.0   3.89e-3 42.6    129.2     0.549    0.942      0.00
    442.8    1.2   43.3    189.0 0.117      22.5 1.23    24.00     0.085    1.610 
Transfer:  36.33
    144.4    6.0   43.9    0.855   0.0   5.22e-3 47.3    142.5     0.712    1.073      0.00
    318.3    1.1   43.4    189.0 0.123      18.0 0.98    24.00     0.085    1.451 
Bearing :  38.83
    161.9    6.0   43.9    0.142   0.0   6.00e-3 50.0    163.7     0.890    0.533      1.19
      0.0    0.2   43.8     31.5 0.137      16.2 0.87    12.00     0.085    0.635*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.68
 
 
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
    161.9      4.11     43.92    0.18       43.82    24.00      0.090      1.143      0.317      0.533 
Transfer:      2.50
    144.4      3.70     43.92    1.09       43.37    24.00      0.090      1.008      0.236      0.447 
Critical:      3.61
    136.7      3.50     43.92    1.16       43.33    24.00      0.090      0.943      0.197      0.369 
0.1L    :      3.43
    137.9      3.54     43.92    1.15       43.34    24.00      0.090      0.953      0.203      0.369 
0.2L    :      7.37
    112.9      2.90     43.92    1.40       43.22    24.00      0.090      0.742      0.076      0.282 
0.3L    :     11.30
     88.8      2.29     43.92    1.65       43.09    24.00      0.090      0.539      0.000      0.282 
0.4L    :     15.23
     67.6      1.74     43.92    1.66       43.09    24.00      0.090      0.356      0.000      0.282 
0.5L    :     19.17
     48.1      1.24     43.92    1.66       43.09    24.00      0.090      0.188      0.000      0.282 
0.6L    :     23.10
     67.6      1.74     43.92    1.66       43.09    24.00      0.090      0.356      0.000      0.282 
0.7L    :     27.03
     88.8      2.29     43.92    1.65       43.09    24.00      0.090      0.539      0.000      0.282 
0.8L    :     30.97
    112.9      2.90     43.92    1.40       43.22    24.00      0.090      0.742      0.076      0.282 
0.9L    :     34.90
    137.9      3.54     43.92    1.15       43.34    24.00      0.090      0.953      0.203      0.369 
Critical:     34.72
    136.7      3.50     43.92    1.16       43.33    24.00      0.090      0.943      0.197      0.369 
Transfer:     35.83
    144.4      3.70     43.92    1.09       43.37    24.00      0.090      1.008      0.236      0.447 
Bearing :     38.33
    161.9      4.11     43.92    0.18       43.82    24.00      0.090      1.143      0.317      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      :       0.074  1.80      0.134  2.20      0.164
Self Wt.       :      -0.027  1.85     -0.049  2.40     -0.064
Deck + Haunch  :                       -0.034  2.30     -0.079
DL-Prec. (DC)  :                       -0.003  3.00     -0.010
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 7.37 ft
Prestress      :       0.134  1.80      0.241  2.20      0.294
Self Wt.       :      -0.050  1.85     -0.093  2.40     -0.121
Deck + Haunch  :                       -0.070  2.30     -0.160
DL-Prec. (DC)  :                       -0.007  3.00     -0.020
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.025
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 11.30 ft
Prestress      :       0.176  1.80      0.317  2.20      0.387
Self Wt.       :      -0.069  1.85     -0.127  2.40     -0.165
Deck + Haunch  :                       -0.098  2.30     -0.225
DL-Prec. (DC)  :                       -0.009  3.00     -0.028
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.035
DL-Comp. (DW)  :                       -0.005  3.00     -0.015
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 15.23 ft
Prestress      :       0.201  1.80      0.362  2.20      0.443
Self Wt.       :      -0.081  1.85     -0.149  2.40     -0.193
Deck + Haunch  :                       -0.115  2.30     -0.266
DL-Prec. (DC)  :                       -0.011  3.00     -0.033
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.041
DL-Comp. (DW)  :                       -0.006  3.00     -0.018
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 19.17 ft
Prestress      :       0.210  1.80      0.378  2.20      0.461
Self Wt.       :      -0.085  1.85     -0.157  2.40     -0.203
Deck + Haunch  :                       -0.122  2.30     -0.280
DL-Prec. (DC)  :                       -0.012  3.00     -0.035
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.043
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 23.10 ft
Prestress      :       0.201  1.80      0.362  2.20      0.443
Self Wt.       :      -0.081  1.85     -0.149  2.40     -0.193
Deck + Haunch  :                       -0.115  2.30     -0.266
DL-Prec. (DC)  :                       -0.011  3.00     -0.033
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.041
DL-Comp. (DW)  :                       -0.006  3.00     -0.018
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 27.03 ft
Prestress      :       0.176  1.80      0.317  2.20      0.387
Self Wt.       :      -0.069  1.85     -0.127  2.40     -0.165
Deck + Haunch  :                       -0.098  2.30     -0.225
DL-Prec. (DC)  :                       -0.009  3.00     -0.028
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.035
DL-Comp. (DW)  :                       -0.005  3.00     -0.015
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 30.97 ft
Prestress      :       0.134  1.80      0.241  2.20      0.294
Self Wt.       :      -0.050  1.85     -0.093  2.40     -0.121
Deck + Haunch  :                       -0.070  2.30     -0.160
DL-Prec. (DC)  :                       -0.007  3.00     -0.020
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.025
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 34.90 ft
Prestress      :       0.074  1.80      0.134  2.20      0.164
Self Wt.       :      -0.027  1.85     -0.049  2.40     -0.064
Deck + Haunch  :                       -0.034  2.30     -0.079
DL-Prec. (DC)  :                       -0.003  3.00     -0.010
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 5,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.50
   316.8    36.0  1.140  267.3    1.3   1.09    900.3  0.103T 1.00       -       -     -     -  
H/2     :   1.97
   253.9    36.0  0.938  267.8    1.1   0.90    744.2  0.125T 1.00       -       -     -     -  
0.1L    :   3.43
   421.4    36.0  1.202  267.2    1.4   1.15    948.0  0.097T 1.00       -       -     -     -  
0.2L    :   7.37
   780.5    36.0  1.463  266.5    1.6   1.40   1147.4  0.079T 1.00       -       -     -     -  
0.3L    :  11.30
  1012.0    36.0  1.725  265.9    1.9   1.65   1344.5  0.067T 1.00       -       -     -     -  
0.4L    :  15.23
  1146.8    36.0  1.736  265.9    1.9   1.66   1353.0  0.067T 1.00   1123.4  1123.4    1.20    -  
0.5L    :  19.17
  1184.5    36.0  1.736  265.9    1.9   1.66   1353.0  0.067T 1.00   1115.1  1115.1    1.21    -  
0.6L    :  23.10
  1146.7    36.0  1.736  265.9    1.9   1.66   1353.0  0.067T 1.00   1123.4  1123.4    1.20    -  
0.7L    :  27.03
  1012.0    36.0  1.725  265.9    1.9   1.65   1344.5  0.067T 1.00   1147.7  1147.7    1.17    -  
0.8L    :  30.97
   780.5    36.0  1.463  266.5    1.6   1.40   1147.4  0.079T 1.00       -       -     -     -  
0.9L    :  34.90
   421.4    36.0  1.202  267.2    1.4   1.15    948.0  0.097T 1.00       -       -     -     -  
H/2     :  36.36
   253.9    36.0  0.938  267.8    1.1   0.90    744.2  0.125T 1.00       -       -     -     -  
Transfer:  35.83
   316.8    36.0  1.140  267.3    1.3   1.09    900.3  0.103T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.140
        M   2.00 Fb     0.490
 
  2   1 E  36.00 Ft     0.256
        M  36.00 Fb     0.378
 
  3   1 E  34.00 Ft     0.622
        M  34.00 Fb     0.289
 
  4   2 E   6.00 Ft     0.509
        M   6.00 Fb     0.757
 
  5   2 E   2.00 Ft     0.276
        M   2.00 Fb     1.317
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 39.33            Release Length, ft: 39.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.31 %               Final losses: 12.00 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.317     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.276       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)                  1353.01     1184.55     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   0.388     Midspan    1.800   0.056     Midspan
    Pre.Top:   3.000   1.213     Midspan    2.250   1.076     Midspan
    Pre.Bot:   3.000   0.817    Transfer    2.250   1.038    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.028     Bearing
    Pre.Bot:  -0.420  -0.213     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.661     Midspan
    Pre.Bot:                                                             2.000   0.333    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      :       0.210  1.80      0.378  2.20      0.461
Self Wt.       :      -0.085  1.85     -0.157  2.40     -0.203
Deck + Haunch  :                       -0.122  2.30     -0.280
DL-Prec. (DC)  :                       -0.012  3.00     -0.035
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.043
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

LIVE LOADS USED: 

1   ID         : Design Lane
    Description: Design Lane as in AASHTO-LRFD

2   ID         : Design Tandem
    Description: Design Tandem as in AASHTO-LRFD
    First Axle Magnitude = 25.00  k, Wheel Spacing = 6.00 ft, Truck Width = 10.00 ft
    #    Magnitude, k  Max Spacing,ft  Min Spacing,ft    Increment,ft
     1      25.00            4.00            4.00            0.00

3   ID         : Design Truck
    Description: Design Truck as in AASHTO-LRFD
    First Axle Magnitude = 8.00  k, Wheel Spacing = 6.00 ft, Truck Width = 10.00 ft
    #    Magnitude, k  Max Spacing,ft  Min Spacing,ft    Increment,ft
     1      32.00           14.00           14.00            0.00
     2      32.00           30.00           14.00            2.00

 
RATING LOADS - NONE

