 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/18/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : C 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. The exterior beam live load distribution factor is determined based on 
                     Iowa Bridge Design Manual, BDM 5.4.1.2.2.
                     (7)Total initial prestress is based on 72.6% f's (f's = 270 ksi) and 0.6-inch diameter strands 
                     with As = 0.217 square inches.
                     (8)There is no hold-down point as only straight strands are used.
                     (9)The beam lifting and supporting points are 2.125' and 1.967', respectively.
                     (10)The girder concrete strengths at release and at final are 4.5 and 5 ksi, 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_893e.tmp\C38\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  =       16.000
Bridge c/s,MI(Ixx), in4 =   1902614.50
 
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-C    3.083    564.5   116354.0  45.00  20.23  16.00   6.833
 2             IA-Std-C    7.500    564.5   116354.0  45.00  20.23  16.00   7.500
 3             IA-Std-C    7.500    564.5   116354.0  45.00  20.23  16.00   7.500
 4             IA-Std-C    7.500    564.5   116354.0  45.00  20.23  16.00   7.500
 5             IA-Std-C    7.500    564.5   116354.0  45.00  20.23  16.00   6.834
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      5.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4286.830        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      4.500 
Eci ,ksi      =   4435.310
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     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        0.060    0.00       0.060   38.33   Additional Overhang
   1    1    DC Line        0.008    0.00       0.008   38.33   Additional Haunch
   1    1    DC Line        0.064    0.00       0.064   38.33   Sacrificial Wearing Surface
   1    2    DC Line        0.008    0.00       0.008   38.33   Additional Haunch
   1    2    DC Line        0.070    0.00       0.070   38.33   Sacrificial Wearing Surface
   1    3    DC Line        0.008    0.00       0.008   38.33   Additional Haunch
   1    3    DC Line        0.070    0.00       0.070   38.33   Sacrificial Wearing Surface
   1    4    DC Line        0.008    0.00       0.008   38.33   Additional Haunch
   1    4    DC Line        0.070    0.00       0.070   38.33   Sacrificial Wearing Surface
   1    5    DC Line        0.060    0.00       0.060   38.33   Additional Overhang
   1    5    DC Line        0.008    0.00       0.008   38.33   Additional Haunch
   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    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    0.112     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              4.50 ksi 
  Elasticity          4435.3 ksi 
  Max comp              2.92 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.51 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      5.00 ksi    4.00 ksi 
  Elasticity 4286.83 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.00 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.25 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.42 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    4.50        5.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 11.70 in):
 
  4 @  2.000 in 4 @  6.000 in 2 @ 42.500 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  2.3957 Yes       
       2 US#4[M13]  60.0  0.40    9.00  0.5200  2.0200 No        
       2 US#4[M13]  60.0  0.40   10.50  2.0200  2.8999 No        
       2 US#4[M13]  60.0  0.40   12.00  2.8999  4.8999 No        
       2 US#4[M13]  60.0  0.40   12.75  4.8999  5.9692 No        
       2 US#4[M13]  60.0  0.40   17.38  5.9692  7.4177 No        
       2 US#4[M13]  60.0  0.40   21.00  7.4177  9.1680 No        
       2 US#4[M13]  60.0  0.40   12.00  2.3957  5.3957 Yes       
       2 US#4[M13]  60.0  0.40   13.75  5.3957  6.5417 Yes       
       2 US#4[M13]  60.0  0.40   21.00  6.5417 32.7913 Yes       
       2 US#4[M13]  60.0  0.40   13.75 32.7913 33.9373 Yes       
       2 US#4[M13]  60.0  0.40   12.00 33.9373 36.9373 Yes       
       2 US#4[M13]  60.0  0.40   21.00 30.1650 31.9154 No        
       2 US#4[M13]  60.0  0.40   17.38 31.9154 33.3638 No        
       2 US#4[M13]  60.0  0.40   12.75 33.3638 34.4331 No        
       2 US#4[M13]  60.0  0.40   12.00 34.4331 36.4331 No        
       2 US#4[M13]  60.0  0.40   10.50 36.4331 37.3130 No        
       2 US#4[M13]  60.0  0.40    9.00 37.3130 38.8130 No        
       2 US#4[M13]  60.0  0.40    9.00 36.9373 39.1873 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  5.0000       3.00 
      1 US#4[M13]           2.00 0.200 34.3330 39.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 11.70 in):
 
  4 @  2.000 in 4 @  6.000 in 2 @ 42.500 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  2.3957 Yes       
       2 US#4[M13]  60.0  0.40    9.00  0.5200  2.0200 No        
       2 US#4[M13]  60.0  0.40   10.50  2.0200  2.8999 No        
       2 US#4[M13]  60.0  0.40   12.00  2.8999  4.8999 No        
       2 US#4[M13]  60.0  0.40   12.75  4.8999  5.9692 No        
       2 US#4[M13]  60.0  0.40   17.38  5.9692  7.4177 No        
       2 US#4[M13]  60.0  0.40   21.00  7.4177  9.1680 No        
       2 US#4[M13]  60.0  0.40   12.00  2.3957  5.3957 Yes       
       2 US#4[M13]  60.0  0.40   13.75  5.3957  6.5417 Yes       
       2 US#4[M13]  60.0  0.40   21.00  6.5417 32.7913 Yes       
       2 US#4[M13]  60.0  0.40   13.75 32.7913 33.9373 Yes       
       2 US#4[M13]  60.0  0.40   12.00 33.9373 36.9373 Yes       
       2 US#4[M13]  60.0  0.40   21.00 30.1650 31.9154 No        
       2 US#4[M13]  60.0  0.40   17.38 31.9154 33.3638 No        
       2 US#4[M13]  60.0  0.40   12.75 33.3638 34.4331 No        
       2 US#4[M13]  60.0  0.40   12.00 34.4331 36.4331 No        
       2 US#4[M13]  60.0  0.40   10.50 36.4331 37.3130 No        
       2 US#4[M13]  60.0  0.40    9.00 37.3130 38.8130 No        
       2 US#4[M13]  60.0  0.40    9.00 36.9373 39.1873 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  5.0000       3.00 
      1 US#4[M13]           2.00 0.200 30.1670 35.1670       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 11.70 in):
 
  4 @  2.000 in 4 @  6.000 in 2 @ 42.500 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  2.3957 Yes       
       2 US#4[M13]  60.0  0.40    9.00  0.5200  2.0200 No        
       2 US#4[M13]  60.0  0.40   10.50  2.0200  2.8999 No        
       2 US#4[M13]  60.0  0.40   12.00  2.8999  4.8999 No        
       2 US#4[M13]  60.0  0.40   12.75  4.8999  5.9692 No        
       2 US#4[M13]  60.0  0.40   17.38  5.9692  7.4177 No        
       2 US#4[M13]  60.0  0.40   21.00  7.4177  9.1680 No        
       2 US#4[M13]  60.0  0.40   12.00  2.3957  5.3957 Yes       
       2 US#4[M13]  60.0  0.40   13.75  5.3957  6.5417 Yes       
       2 US#4[M13]  60.0  0.40   21.00  6.5417 32.7913 Yes       
       2 US#4[M13]  60.0  0.40   13.75 32.7913 33.9373 Yes       
       2 US#4[M13]  60.0  0.40   12.00 33.9373 36.9373 Yes       
       2 US#4[M13]  60.0  0.40   21.00 30.1650 31.9154 No        
       2 US#4[M13]  60.0  0.40   17.38 31.9154 33.3638 No        
       2 US#4[M13]  60.0  0.40   12.75 33.3638 34.4331 No        
       2 US#4[M13]  60.0  0.40   12.00 34.4331 36.4331 No        
       2 US#4[M13]  60.0  0.40   10.50 36.4331 37.3130 No        
       2 US#4[M13]  60.0  0.40    9.00 37.3130 38.8130 No        
       2 US#4[M13]  60.0  0.40    9.00 36.9373 39.1873 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  5.0000       3.00 
      1 US#4[M13]           2.00 0.200 34.3330 39.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 11.70 in):
 
  4 @  2.000 in 4 @  6.000 in 2 @ 42.500 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  2.3957 Yes       
       2 US#4[M13]  60.0  0.40    9.00  0.5200  2.0200 No        
       2 US#4[M13]  60.0  0.40   10.50  2.0200  2.8999 No        
       2 US#4[M13]  60.0  0.40   12.00  2.8999  4.8999 No        
       2 US#4[M13]  60.0  0.40   12.75  4.8999  5.9692 No        
       2 US#4[M13]  60.0  0.40   17.38  5.9692  7.4177 No        
       2 US#4[M13]  60.0  0.40   21.00  7.4177  9.1680 No        
       2 US#4[M13]  60.0  0.40   12.00  2.3957  5.3957 Yes       
       2 US#4[M13]  60.0  0.40   13.75  5.3957  6.5417 Yes       
       2 US#4[M13]  60.0  0.40   21.00  6.5417 32.7913 Yes       
       2 US#4[M13]  60.0  0.40   13.75 32.7913 33.9373 Yes       
       2 US#4[M13]  60.0  0.40   12.00 33.9373 36.9373 Yes       
       2 US#4[M13]  60.0  0.40   21.00 30.1650 31.9154 No        
       2 US#4[M13]  60.0  0.40   17.38 31.9154 33.3638 No        
       2 US#4[M13]  60.0  0.40   12.75 33.3638 34.4331 No        
       2 US#4[M13]  60.0  0.40   12.00 34.4331 36.4331 No        
       2 US#4[M13]  60.0  0.40   10.50 36.4331 37.3130 No        
       2 US#4[M13]  60.0  0.40    9.00 37.3130 38.8130 No        
       2 US#4[M13]  60.0  0.40    9.00 36.9373 39.1873 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  5.0000       3.00 
      1 US#4[M13]           2.00 0.200 34.3330 39.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 11.70 in):
 
  4 @  2.000 in 4 @  6.000 in 2 @ 42.500 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  2.3957 Yes       
       2 US#4[M13]  60.0  0.40    9.00  0.5200  2.0200 No        
       2 US#4[M13]  60.0  0.40   10.50  2.0200  2.8999 No        
       2 US#4[M13]  60.0  0.40   12.00  2.8999  4.8999 No        
       2 US#4[M13]  60.0  0.40   12.75  4.8999  5.9692 No        
       2 US#4[M13]  60.0  0.40   17.38  5.9692  7.4177 No        
       2 US#4[M13]  60.0  0.40   21.00  7.4177  9.1680 No        
       2 US#4[M13]  60.0  0.40   12.00  2.3957  5.3957 Yes       
       2 US#4[M13]  60.0  0.40   13.75  5.3957  6.5417 Yes       
       2 US#4[M13]  60.0  0.40   21.00  6.5417 32.7913 Yes       
       2 US#4[M13]  60.0  0.40   13.75 32.7913 33.9373 Yes       
       2 US#4[M13]  60.0  0.40   12.00 33.9373 36.9373 Yes       
       2 US#4[M13]  60.0  0.40   21.00 30.1650 31.9154 No        
       2 US#4[M13]  60.0  0.40   17.38 31.9154 33.3638 No        
       2 US#4[M13]  60.0  0.40   12.75 33.3638 34.4331 No        
       2 US#4[M13]  60.0  0.40   12.00 34.4331 36.4331 No        
       2 US#4[M13]  60.0  0.40   10.50 36.4331 37.3130 No        
       2 US#4[M13]  60.0  0.40    9.00 37.3130 38.8130 No        
       2 US#4[M13]  60.0  0.40    9.00 36.9373 39.1873 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  5.0000       3.00 
      1 US#4[M13]           2.00 0.200 34.3330 39.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-C                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 16.000 in    Bot = 20.000 in  Beam Spac. Lt./Rt. =   3.08/  7.50 ft
     thick: Top =  5.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  9.000 in                     Interior/Exterior  =   Exterior
            Bot =  9.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  9.000 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     =  16.000 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       0.060      0.00       0.060   38.33
     DC  Line       0.008      0.00       0.008   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    =   30.42 in
Lower    =   11.91 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.717   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.745   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.803   (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                  =        564.5 in2           1204.9 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           373607 in4#
Ht. of c.g.           =        20.23 in             35.69 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        588.0 plf           1258.3 plf   
Mom. of Inertia (Iyy) =      10478.0 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     2.22     3.43     7.37    11.30    15.23    19.17
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    566.5    576.3    575.2    576.3    576.3    576.3    576.3    576.3
  Yb      ,  in    20.20    20.06    20.07    20.06    20.06    20.06    20.06    20.06
  MI(Ixx) , in4   116496   117193   117116   117193   117193   117193   117193   117193
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1206.9   1217.1   1216.0   1217.1   1217.1   1217.1   1217.1   1217.1
  Yb      ,  in    35.65    35.45    35.47    35.45    35.45    35.45    35.45    35.45
  MI(Ixx) , in4   374781   380592   379943   380592   380592   380592   380592   380592

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 11.70 in):
     4 @  2.000 in     4 @  6.000 in     2 @ 42.500 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.877 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.846 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.079 in
 
 
Span: 1, Beam: 1
 
ESTIMATED QUANTITIES
 
  Prestressing   Strands               Beam    Concrete  Stirrups  Longitudinal Bars 
   (linear ft) (LB/1000ft)   (LB)   Vol(C.Y.)   Wt(LB)     (LB)           (LB)       
-------------------------------------------------------------------------------------
       393.330         740 291.064      5.711 23128.674   240.492       6.806        
 
 
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      2.3957    Yes
      2      US#4[M13]       60.00        0.40       9.00       0.5200      2.0200     No
      2      US#4[M13]       60.00        0.40      10.50       2.0200      2.8999     No
      2      US#4[M13]       60.00        0.40      12.00       2.8999      4.8999     No
      2      US#4[M13]       60.00        0.40      12.75       4.8999      5.9692     No
      2      US#4[M13]       60.00        0.40      17.38       5.9692      7.4177     No
      2      US#4[M13]       60.00        0.40      21.00       7.4177      9.1680     No
      2      US#4[M13]       60.00        0.40      12.00       2.3957      5.3957    Yes
      2      US#4[M13]       60.00        0.40      13.75       5.3957      6.5417    Yes
      2      US#4[M13]       60.00        0.40      21.00       6.5417     32.7913    Yes
      2      US#4[M13]       60.00        0.40      13.75      32.7913     33.9373    Yes
      2      US#4[M13]       60.00        0.40      12.00      33.9373     36.9373    Yes
      2      US#4[M13]       60.00        0.40      21.00      30.1650     31.9154     No
      2      US#4[M13]       60.00        0.40      17.38      31.9154     33.3638     No
      2      US#4[M13]       60.00        0.40      12.75      33.3638     34.4331     No
      2      US#4[M13]       60.00        0.40      12.00      34.4331     36.4331     No
      2      US#4[M13]       60.00        0.40      10.50      36.4331     37.3130     No
      2      US#4[M13]       60.00        0.40       9.00      37.3130     38.8130     No
      2      US#4[M13]       60.00        0.40       9.00      36.9373     39.1873    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  5.0000       3.00 
      1 US#4[M13]           2.00 0.200 34.3330 39.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg = 11.70 in
         P_init    =      425.4 kips  Ecc =  8.53 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     5.59 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.871 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.85 ksi    0.00 ksi
    due to Composite Loads                                 -0.39 ksi    0.00 ksi
    due to Live Loads                                      -1.97 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                         6.85 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  5.59 ksi  ( 2.85 %)            16.96 ksi ( 8.65 %)
Total Prestress Losses                                    22.55 ksi (11.50 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.5 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 : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    26.3    23.6    35.2    67.1    89.8   103.5   108.0
(Max)       V      11.3     9.8    10.0     9.3     6.9     4.6     2.3     0.0
DL-Prec.  : M       0.0     5.9     5.3     7.9    15.1    20.2    23.3    24.3
DC(Max)     V       2.5     2.2     2.2     2.1     1.6     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    26.9    40.2    76.5   102.4   117.9   123.1
Haunch (Max)V      12.8    11.2    11.4    10.5     7.9     5.3     2.6     0.0
Diaphragm : M       0.0     0.2     0.2     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    11.9    17.7    33.8    45.2    52.1    54.4
DC(Max)     V       5.7     4.9     5.0     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     5.3     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.2     2.1     1.6     1.0     0.5     0.0
LL + I    : M+      0.0   137.3   123.1   182.3   333.9   427.0   480.3   493.6
            V      68.0    61.1    61.9    58.6    48.8    39.4     4.8    23.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    68.0    61.1    61.9    58.6    49.1    40.2    32.8    26.4
            M       0.0   138.2   124.1   182.3   323.0   405.6   446.2   451.5
Total     : M+      0.0   219.0   196.1   291.5   541.8   705.6   801.4   829.0
            V     102.9    91.5    92.8    87.2    70.4    53.8    12.0    24.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   102.9    91.5    92.8    87.2    70.6    54.6    40.0    26.4
            M       0.0   219.9   197.2   291.5   531.0   684.2   767.3   786.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.11   35.83   38.33
Self wt.  : M     103.5    89.8    67.1    35.2    23.6    26.3     0.0
(Max)       V       2.3     4.6     6.9     9.3    10.0     9.8    11.3
DL-Prec.  : M      23.3    20.2    15.1     7.9     5.3     5.9     0.0
DC(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     117.9   102.4    76.5    40.2    26.9    30.0     0.0
Haunch (Max)V       2.6     5.3     7.9    10.5    11.4    11.2    12.8
Diaphragm : M       1.1     0.8     0.5     0.2     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      52.1    45.2    33.8    17.7    11.9    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.0     4.9     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     5.3     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
LL + I    : M+    480.3   427.0   333.9   182.3   123.1   137.3     0.0
            V       4.8    39.4    48.8    58.6    61.9    61.1    68.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    32.8    40.2    49.1    58.6    61.9    61.1    68.0
            M     446.2   405.6   323.0   182.3   124.1   138.2     0.0
Total     : M+    801.3   705.5   541.8   291.5   196.1   219.0     0.0
            V      12.0    53.8    70.4    87.2    92.8    91.5   102.9
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    40.0    54.6    70.6    87.2    92.8    91.5   102.9
            M     767.3   684.1   531.0   291.5   197.2   219.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.3             11.3
Deck+Haunch            12.8             12.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.5              2.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           28.4             28.4
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    2.22    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    26.3    23.6    35.2    67.1    89.8   103.5   108.0
(Max)       V      11.3     9.8    10.0     9.3     6.9     4.6     2.3     0.0
DL-Prec.  : M       0.0     5.9     5.3     7.9    15.1    20.2    23.3    24.3
DC(Max)     V       2.5     2.2     2.2     2.1     1.6     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    26.9    40.2    76.5   102.4   117.9   123.1
Haunch (Max)V      12.8    11.2    11.4    10.5     7.9     5.3     2.6     0.0
Diaphragm : M       0.0     0.2     0.2     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    11.9    17.7    33.8    45.2    52.1    54.4
DC(Max)     V       5.7     4.9     5.0     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     5.3     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.2     2.1     1.6     1.0     0.5     0.0
LL + I    : M+      0.0   109.9    98.5   145.8   267.1   341.6   384.2   394.9
            V      54.4    48.9    49.5    46.8    39.1    31.5     3.8    19.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    54.4    48.9    49.5    46.8    39.3    32.1    26.2    21.1
            M       0.0   110.6    99.3   145.8   258.4   324.5   357.0   361.2
Total     : M+      0.0   191.5   171.5   255.0   475.1   620.2   705.3   730.3
            V      89.3    79.3    80.4    75.5    60.6    45.9    11.1    19.2
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    89.3    79.3    80.4    75.5    60.8    46.5    33.5    21.2
            M       0.0   192.2   172.3   255.0   466.4   603.0   678.0   696.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.11   35.83   38.33
Self wt.  : M     103.5    89.8    67.1    35.2    23.6    26.3     0.0
(Max)       V       2.3     4.6     6.9     9.3    10.0     9.8    11.3
DL-Prec.  : M      23.3    20.2    15.1     7.9     5.3     5.9     0.0
DC(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     117.9   102.4    76.5    40.2    26.9    30.0     0.0
Haunch (Max)V       2.6     5.3     7.9    10.5    11.4    11.2    12.8
Diaphragm : M       1.1     0.8     0.5     0.2     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      52.1    45.2    33.8    17.7    11.9    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.0     4.9     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     5.3     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
LL + I    : M+    384.2   341.6   267.1   145.8    98.5   109.9     0.0
            V       3.8    31.5    39.1    46.8    49.5    48.9    54.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    26.2    32.1    39.3    46.8    49.5    48.9    54.4
            M     357.0   324.5   258.4   145.8    99.3   110.6     0.0
Total     : M+    705.3   620.1   475.1   255.0   171.5   191.5     0.0
            V      11.1    45.9    60.6    75.5    80.4    79.3    89.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    33.5    46.5    60.8    75.5    80.4    79.3    89.3
            M     678.0   603.0   466.4   255.0   172.3   192.2     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    32.9    29.4    44.0    83.8   112.3   129.3   135.0
(Max)       V      14.1    12.3    12.5    11.6     8.7     5.8     2.9     0.0
Self wt.  : M       0.0    23.7    21.2    31.7    60.4    80.8    93.1    97.2
(Min)       V      10.1     8.8     9.0     8.3     6.2     4.2     2.1     0.0
DL-Prec.  : M       0.0     7.4     6.6     9.9    18.9    25.3    29.1    30.4
DC(Max)     V       3.2     2.8     2.8     2.6     2.0     1.3     0.7     0.0
DL-Prec.  : M       0.0     5.3     4.8     7.1    13.6    18.2    21.0    21.9
DC(Min)     V       2.3     2.0     2.0     1.9     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    37.5    33.6    50.2    95.6   128.0   147.4   153.9
Haunch (Max)V      16.1    14.0    14.2    13.2     9.9     6.6     3.3     0.0
Deck +    : M       0.0    27.0    24.2    36.1    68.8    92.1   106.1   110.8
Haunch (Min)V      11.6    10.1    10.2     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    14.8    22.2    42.2    56.5    65.1    68.0
DC(Max)     V       7.1     6.2     6.3     5.8     4.4     2.9     1.5     0.0
DL-Comp   : M       0.0    11.9    10.7    16.0    30.4    40.7    46.9    48.9
DC(Min)     V       5.1     4.4     4.5     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     8.9     7.9    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     3.4     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   240.3   215.5   319.0   584.3   747.2   840.5   863.8
            V     119.0   107.0   108.3   102.5    85.5    68.9     8.4    41.8
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   119.0   107.0   108.3   102.5    85.9    70.3    57.4    46.1
            M       0.0   241.9   217.2   319.0   565.2   709.8   780.8   790.1
Total     : M+      0.0   343.9   308.1   457.5   848.0  1100.5  1247.6  1289.1
            V     163.3   145.5   147.5   138.9   112.8    87.2    17.6    41.9
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   163.3   145.5   147.5   138.9   113.2    88.6    66.6    46.2
            M       0.0   345.4   309.8   457.5   829.0  1063.0  1188.0  1215.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.11   35.83   38.33
Self wt.  : M     129.3   112.3    83.8    44.0    29.4    32.9     0.0
(Max)       V       2.9     5.8     8.7    11.6    12.5    12.3    14.1
Self wt.  : M      93.1    80.8    60.4    31.7    21.2    23.7     0.0
(Min)       V       2.1     4.2     6.2     8.3     9.0     8.8    10.1
DL-Prec.  : M      29.1    25.3    18.9     9.9     6.6     7.4     0.0
DC(Max)     V       0.7     1.3     2.0     2.6     2.8     2.8     3.2
DL-Prec.  : M      21.0    18.2    13.6     7.1     4.8     5.3     0.0
DC(Min)     V       0.5     0.9     1.4     1.9     2.0     2.0     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     147.4   128.0    95.6    50.2    33.6    37.5     0.0
Haunch (Max)V       3.3     6.6     9.9    13.2    14.2    14.0    16.1
Deck +    : M     106.1    92.1    68.8    36.1    24.2    27.0     0.0
Haunch (Min)V       2.4     4.7     7.1     9.5    10.2    10.1    11.6
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      65.1    56.5    42.2    22.2    14.8    16.6     0.0
DC(Max)     V       1.5     2.9     4.4     5.8     6.3     6.2     7.1
DL-Comp   : M      46.9    40.7    30.4    16.0    10.7    11.9     0.0
DC(Min)     V       1.0     2.1     3.1     4.2     4.5     4.4     5.1
DL-Comp   : M      34.8    30.2    22.6    11.9     7.9     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     3.4     3.8     0.0
DW(Min)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
LL + I    : M+    840.5   747.2   584.3   319.0   215.5   240.3     0.0
            V       8.4    68.9    85.5   102.5   108.3   107.0   119.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.4    70.3    85.9   102.5   108.3   107.0   119.0
            M     780.8   709.8   565.2   319.0   217.2   241.9     0.0
Total     : M+   1247.6  1100.4   848.0   457.5   308.1   343.9     0.0
            V      17.6    87.2   112.8   138.9   147.5   145.5   163.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    66.5    88.6   113.2   138.9   147.5   145.5   163.3
            M    1188.0  1063.0   828.9   457.5   309.8   345.4     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               14.1             14.1
Deck+Haunch            16.1             16.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.2              3.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           35.5             35.5
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    2.22    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    26.3    23.6    35.2    67.1    89.8   103.5   108.0
(Max)       V      11.3     9.8    10.0     9.3     6.9     4.6     2.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     5.9     5.3     7.9    15.1    20.2    23.3    24.3
DC(Max)     V       2.5     2.2     2.2     2.1     1.6     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    26.9    40.2    76.5   102.4   117.9   123.1
Haunch (Max)V      12.8    11.2    11.4    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     0.2     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    11.9    17.7    33.8    45.2    52.1    54.4
DC(Max)     V       5.7     4.9     5.0     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     5.3     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.2     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    98.1   146.3   275.9   365.0   413.6   421.6
            V      62.9    56.0    56.8    53.4    47.0    40.5    34.1    27.6
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    62.9    56.0    56.8    53.4    47.0    40.5    34.1    27.6
            M       0.0   109.6    98.1   146.3   275.9   365.0   413.6   421.6
Total     : M+      0.0   191.2   171.1   255.5   483.9   643.6   734.6   757.0
            V      97.9    86.4    87.7    82.1    68.5    54.9    41.3    27.7
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    97.9    86.4    87.7    82.1    68.5    54.9    41.3    27.7
            M       0.0   191.2   171.1   255.5   483.9   643.6   734.6   757.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.11   35.83   38.33
Self wt.  : M     103.5    89.8    67.1    35.2    23.6    26.3     0.0
(Max)       V       2.3     4.6     6.9     9.3    10.0     9.8    11.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      23.3    20.2    15.1     7.9     5.3     5.9     0.0
DC(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
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     117.9   102.4    76.5    40.2    26.9    30.0     0.0
Haunch (Max)V       2.6     5.3     7.9    10.5    11.4    11.2    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     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      52.1    45.2    33.8    17.7    11.9    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.0     4.9     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     5.3     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.2     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    98.1   109.6     0.0
            V      34.1    40.5    47.0    53.4    56.8    56.0    62.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    34.1    40.5    47.0    53.4    56.8    56.0    62.9
            M     413.6   365.0   275.9   146.3    98.1   109.6     0.0
Total     : M+    734.6   643.6   483.9   255.5   171.1   191.2     0.0
            V      41.3    54.9    68.5    82.1    87.7    86.4    97.9
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    41.3    54.9    68.5    82.1    87.7    86.4    97.9
            M     734.6   643.6   483.9   255.5   171.1   191.2     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /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    0.082   0.105   0.186   0.244   0.279   0.290 
Bottom        -0.066  -0.084  -0.149  -0.196  -0.224  -0.234 
 
Prestress
Precast-top   -0.018  -0.018  -0.018  -0.018  -0.018  -0.018 
Bottom         1.346   1.346   1.346   1.346   1.346   1.346 
 
Total
Precast-top    0.063   0.086   0.168   0.226   0.260   0.272 
Bottom         1.281   1.262   1.197   1.150   1.122   1.113 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.28 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top   -0.003  -0.016  -0.015  -0.016  -0.016  -0.016  -0.016  -0.016
Bottom         0.206   1.208   1.097   1.208   1.208   1.208   1.208   1.208
 
Self wt.
Precast-top   -0.000   0.067   0.060   0.090   0.171   0.229   0.264   0.276
Bottom        -0.000  -0.054  -0.048  -0.072  -0.138  -0.184  -0.212  -0.222
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.014   0.020   0.039   0.052   0.059   0.062
Bottom        -0.000  -0.012  -0.011  -0.016  -0.031  -0.042  -0.048  -0.050
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.001   0.002   0.003   0.003
Bottom        -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.002  -0.003
 
Deck + Haunch
Precast-top   -0.000   0.077   0.069   0.103   0.195   0.261   0.301   0.314
Bottom        -0.000  -0.062  -0.055  -0.082  -0.157  -0.210  -0.242  -0.253
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.007   0.010   0.019   0.025   0.029   0.030
Precast-top   -0.000   0.004   0.004   0.005   0.010   0.014   0.016   0.016
Bottom        -0.000  -0.015  -0.013  -0.020  -0.038  -0.051  -0.058  -0.061
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.004   0.008   0.011   0.013   0.014
Precast-top   -0.000   0.002   0.002   0.002   0.005   0.006   0.007   0.007
Bottom        -0.000  -0.007  -0.006  -0.009  -0.017  -0.023  -0.026  -0.027
 
LL+I(+)
Topping-top   -0.000   0.077   0.069   0.102   0.186   0.238   0.268   0.276
Precast-top   -0.000   0.041   0.037   0.055   0.101   0.129   0.145   0.149
Bottom        -0.000  -0.154  -0.138  -0.204  -0.373  -0.477  -0.537  -0.552
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.087   0.078   0.116   0.214   0.275   0.310   0.320 
Precast-top   -0.003   0.190   0.170   0.260   0.505   0.676   0.779   0.812 
Bottom         0.206   0.905   0.825   0.804   0.453   0.220   0.082   0.041 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.011   0.010   0.014   0.027   0.037   0.042   0.044 
Precast-top   -0.003   0.149   0.133   0.205   0.405   0.548   0.634   0.663 
Bottom         0.206   1.058   0.963   1.008   0.827   0.697   0.619   0.593 
 

 
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    0.082   0.105   0.186   0.244   0.279   0.290 
Bottom        -0.066  -0.084  -0.149  -0.196  -0.224  -0.234 
 
Prestress
Precast-top   -0.018  -0.018  -0.018  -0.018  -0.018  -0.018 
Bottom         1.346   1.346   1.346   1.346   1.346   1.346 
 
Total
Precast-top    0.063   0.086   0.168   0.226   0.260   0.272 
Bottom         1.281   1.262   1.197   1.150   1.122   1.113 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.200   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.28 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top   -0.003  -0.016  -0.015  -0.016  -0.016  -0.016  -0.016  -0.016
Bottom         0.206   1.208   1.097   1.208   1.208   1.208   1.208   1.208
 
Self wt.
Precast-top   -0.000   0.067   0.060   0.090   0.171   0.229   0.264   0.276
Bottom        -0.000  -0.054  -0.048  -0.072  -0.138  -0.184  -0.212  -0.222
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.014   0.020   0.039   0.052   0.059   0.062
Bottom        -0.000  -0.012  -0.011  -0.016  -0.031  -0.042  -0.048  -0.050
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.001   0.002   0.003   0.003
Bottom        -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.002  -0.003
 
Deck + Haunch
Precast-top   -0.000   0.077   0.069   0.103   0.195   0.261   0.301   0.314
Bottom        -0.000  -0.062  -0.055  -0.082  -0.157  -0.210  -0.242  -0.253
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.007   0.010   0.019   0.025   0.029   0.030
Precast-top   -0.000   0.004   0.004   0.005   0.010   0.014   0.016   0.016
Bottom        -0.000  -0.015  -0.013  -0.020  -0.038  -0.051  -0.058  -0.061
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.004   0.008   0.011   0.013   0.014
Precast-top   -0.000   0.002   0.002   0.002   0.005   0.006   0.007   0.007
Bottom        -0.000  -0.007  -0.006  -0.009  -0.017  -0.023  -0.026  -0.027
 
LL+I(+)
Topping-top   -0.000   0.061   0.055   0.081   0.149   0.191   0.215   0.221
Precast-top   -0.000   0.033   0.030   0.044   0.080   0.103   0.116   0.119
Bottom        -0.000  -0.123  -0.110  -0.163  -0.299  -0.382  -0.429  -0.441
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.072   0.065   0.096   0.176   0.227   0.257   0.264 
Precast-top   -0.003   0.182   0.163   0.249   0.485   0.651   0.750   0.782 
Bottom         0.206   0.935   0.853   0.845   0.528   0.315   0.190   0.151 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
F_LL+I(+)
Topping-top   -0.000   0.061   0.055   0.082   0.154   0.204   0.231   0.235
Precast-top   -0.000   0.033   0.030   0.044   0.083   0.110   0.125   0.127
Bottom        -0.000  -0.122  -0.110  -0.164  -0.308  -0.408  -0.462  -0.471
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.067   0.060   0.089   0.168   0.222   0.252   0.257 
Precast-top   -0.001   0.107   0.096   0.146   0.285   0.384   0.441   0.458 
Bottom         0.103   0.407   0.372   0.340   0.105  -0.059  -0.153  -0.175 
 

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
    163.3    9.0   49.2    0.192   0.0   6.00e-3 50.0    154.2     0.748    0.533      0.91
      0.0    0.2   49.1     31.5 0.082      27.3 0.87    24.00     0.127    0.756*
Transfer:   3.00
    145.5    9.0   49.2    1.150   0.0   2.25e-3 36.9    106.5     0.329    0.800      0.00
    345.4    1.4   48.6    189.0 0.074      55.2 1.79    24.00     0.127    1.943 
Critical:   4.54
    134.4    9.0   49.2    1.252   0.0   0.90e-3 32.2     61.1     0.158    0.800      0.00
    532.7    1.5   48.5    189.0 0.068      88.3 2.86    24.00     0.127    2.656 
0.1L    :   3.93
    138.9    9.0   49.2    1.211   0.0   1.41e-3 33.9     82.4     0.228    0.800      0.00
    457.5    1.4   48.5    189.0 0.071      71.9 2.33    24.00     0.127    2.335 
0.2L    :   7.87
    113.2    9.0   49.2    1.471   0.0   0.97e-3 32.4     40.4     0.127    0.457      0.00
    829.0    1.8   48.4    189.0 0.058      85.4 2.77    24.00     0.127    2.063 
0.3L    :  11.80
     88.6    9.0   49.2    1.731   0.0   0.53e-3 30.8      0.0     0.127    0.229      0.00
   1063.0    2.1   48.2    189.0 0.045     105.6 3.44    24.00     0.127    2.011 
0.4L    :  15.73
     66.6    9.0   49.2    1.736   0.0   0.69e-3 31.4      0.0     0.127    0.229      0.00
   1188.0    2.1   48.2    189.0 0.034      97.0 3.16    24.00     0.127    2.533 
0.5L    :  19.67
     46.2    9.0   49.2    1.736   0.0   0.42e-3 30.5      0.0     0.127    0.229      0.00
   1215.4    2.1   48.2    189.0 0.024     112.2 3.66    24.00     0.127    4.007 
0.6L    :  23.60
     66.5    9.0   49.2    1.736   0.0   0.69e-3 31.4      0.0     0.127    0.229      0.00
   1188.0    2.1   48.2    189.0 0.034      97.1 3.16    24.00     0.127    2.533 
0.7L    :  27.53
     88.6    9.0   49.2    1.731   0.0   0.53e-3 30.8      0.0     0.127    0.229      0.00
   1063.0    2.1   48.2    189.0 0.045     105.6 3.44    24.00     0.127    2.011 
0.8L    :  31.47
    113.2    9.0   49.2    1.471   0.0   0.97e-3 32.4     40.4     0.127    0.457      0.00
    828.9    1.8   48.4    189.0 0.058      85.4 2.77    24.00     0.127    2.063 
0.9L    :  35.40
    138.9    9.0   49.2    1.211   0.0   1.41e-3 33.9     82.3     0.228    0.800      0.00
    457.5    1.4   48.5    189.0 0.071      71.9 2.33    24.00     0.127    2.335 
Critical:  34.79
    134.4    9.0   49.2    1.252   0.0   0.90e-3 32.2     61.1     0.158    0.800      0.00
    532.7    1.5   48.5    189.0 0.068      88.3 2.86    24.00     0.127    2.656 
Transfer:  36.33
    145.5    9.0   49.2    1.150   0.0   2.25e-3 36.9    106.5     0.329    0.800      0.00
    345.4    1.4   48.6    189.0 0.074      55.2 1.79    24.00     0.127    1.943 
Bearing :  38.83
    163.3    9.0   49.2    0.192   0.0   6.00e-3 50.0    154.2     0.748    0.533      0.91
      0.0    0.2   49.1     31.5 0.082      27.3 0.87    24.00     0.127    0.756*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    0.85
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 1
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 12.00(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
    163.3      3.69     49.25    0.23       49.13    24.00      0.120      0.931      0.067      0.533 
Transfer:      2.50
    145.5      3.33     49.25    1.38       48.56    24.00      0.120      0.810      0.000      0.400 
Critical:      4.04
    134.5      3.08     49.25    1.50       48.50    24.00      0.120      0.727      0.000      0.400 
0.1L    :      3.43
    138.9      3.18     49.25    1.45       48.53    24.00      0.120      0.760      0.000      0.400 
0.2L    :      7.37
    113.2      2.60     49.25    1.76       48.37    24.00      0.120      0.567      0.000      0.229 
0.3L    :     11.30
     88.6      2.04     49.25    2.06       48.22    24.00      0.120      0.380      0.000      0.229 
0.4L    :     15.23
     66.6      1.53     49.25    2.07       48.22    24.00      0.120      0.211      0.000      0.229 
0.5L    :     19.17
     46.2      1.07     49.25    2.07       48.22    24.00      0.120      0.055      0.000      0.229 
0.6L    :     23.10
     66.5      1.53     49.25    2.07       48.22    24.00      0.120      0.211      0.000      0.229 
0.7L    :     27.03
     88.6      2.04     49.25    2.06       48.22    24.00      0.120      0.380      0.000      0.229 
0.8L    :     30.97
    113.2      2.60     49.25    1.76       48.37    24.00      0.120      0.567      0.000      0.229 
0.9L    :     34.90
    138.9      3.18     49.25    1.45       48.53    24.00      0.120      0.760      0.000      0.400 
Critical:     34.29
    134.5      3.08     49.25    1.50       48.50    24.00      0.120      0.727      0.000      0.400 
Transfer:     35.83
    145.5      3.33     49.25    1.38       48.56    24.00      0.120      0.810      0.000      0.400 
Bearing :     38.33
    163.3      3.69     49.25    0.23       49.13    24.00      0.120      0.931      0.067      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      :       0.067  1.80      0.121  2.20      0.148
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.046
Deck + Haunch  :                       -0.018  2.30     -0.042
DL-Prec. (DC)  :                       -0.004  3.00     -0.011
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.007
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 7.37 ft
Prestress      :       0.120  1.80      0.217  2.20      0.265
Self Wt.       :      -0.036  1.85     -0.067  2.40     -0.087
Deck + Haunch  :                       -0.037  2.30     -0.086
DL-Prec. (DC)  :                       -0.007  3.00     -0.022
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 11.30 ft
Prestress      :       0.158  1.80      0.285  2.20      0.349
Self Wt.       :      -0.050  1.85     -0.092  2.40     -0.119
Deck + Haunch  :                       -0.052  2.30     -0.120
DL-Prec. (DC)  :                       -0.010  3.00     -0.031
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 15.23 ft
Prestress      :       0.181  1.80      0.326  2.20      0.399
Self Wt.       :      -0.058  1.85     -0.107  2.40     -0.139
Deck + Haunch  :                       -0.062  2.30     -0.142
DL-Prec. (DC)  :                       -0.012  3.00     -0.036
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 0.5 x L = 19.17 ft
Prestress      :       0.189  1.80      0.340  2.20      0.416
Self Wt.       :      -0.061  1.85     -0.113  2.40     -0.146
Deck + Haunch  :                       -0.065  2.30     -0.149
DL-Prec. (DC)  :                       -0.013  3.00     -0.038
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 23.10 ft
Prestress      :       0.181  1.80      0.326  2.20      0.399
Self Wt.       :      -0.058  1.85     -0.107  2.40     -0.139
Deck + Haunch  :                       -0.062  2.30     -0.142
DL-Prec. (DC)  :                       -0.012  3.00     -0.036
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 0.7 x L = 27.03 ft
Prestress      :       0.158  1.80      0.285  2.20      0.349
Self Wt.       :      -0.050  1.85     -0.092  2.40     -0.119
Deck + Haunch  :                       -0.052  2.30     -0.120
DL-Prec. (DC)  :                       -0.010  3.00     -0.031
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 30.97 ft
Prestress      :       0.120  1.80      0.217  2.20      0.265
Self Wt.       :      -0.036  1.85     -0.067  2.40     -0.087
Deck + Haunch  :                       -0.037  2.30     -0.086
DL-Prec. (DC)  :                       -0.007  3.00     -0.022
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 34.90 ft
Prestress      :       0.067  1.80      0.121  2.20      0.148
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.046
Deck + Haunch  :                       -0.018  2.30     -0.042
DL-Prec. (DC)  :                       -0.004  3.00     -0.011
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.007
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
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
   343.9    41.5  1.437  267.1    1.6   1.38   1306.7  0.092T 1.00       -       -     -     -  
H/2     :   2.22
   308.1    41.5  1.302  267.3    1.5   1.25   1187.3  0.102T 1.00       -       -     -     -  
0.1L    :   3.43
   457.5    41.5  1.514  266.9    1.7   1.45   1374.8  0.087T 1.00       -       -     -     -  
0.2L    :   7.37
   848.0    41.5  1.839  266.2    2.1   1.76   1659.3  0.071T 1.00       -       -     -     -  
0.3L    :  11.30
  1100.5    41.5  2.164  265.6    2.4   2.06   1940.4  0.060T 1.00       -       -     -     -  
0.4L    :  15.23
  1247.6    41.5  2.170  265.6    2.4   2.07   1945.8  0.060T 1.00   1751.1  1659.4    1.11    -  
0.5L    :  19.17
  1289.1    41.5  2.170  265.6    2.4   2.07   1945.8  0.060T 1.00   1741.9  1714.6    1.12    -  
0.6L    :  23.10
  1247.6    41.5  2.170  265.6    2.4   2.07   1945.8  0.060T 1.00   1751.1  1659.3    1.11    -  
0.7L    :  27.03
  1100.4    41.5  2.164  265.6    2.4   2.06   1940.4  0.060T 1.00   1778.4  1463.6    1.09    -  
0.8L    :  30.97
   848.0    41.5  1.839  266.2    2.1   1.76   1659.3  0.071T 1.00       -       -     -     -  
0.9L    :  34.90
   457.5    41.5  1.514  266.9    1.7   1.45   1374.8  0.087T 1.00       -       -     -     -  
H/2     :  36.11
   308.1    41.5  1.302  267.3    1.5   1.25   1187.3  0.102T 1.00       -       -     -     -  
Transfer:  35.83
   343.9    41.5  1.437  267.1    1.6   1.38   1306.7  0.092T 1.00       -       -     -     -  

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

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

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

  1   2 E   2.00 Ft    -0.097
        M   2.00 Fb     0.345
 
  2   2 E  42.50 Ft     0.457
        M  42.50 Fb     0.165
 
  3   2 E   6.00 Ft     0.350
        M   6.00 Fb     0.518
 
  4   2 E   6.00 Ft     0.243
        M   6.00 Fb     0.870
 
  5   2 E   2.00 Ft     0.064
        M   2.00 Fb     1.280
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-C       
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:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  2.85 %               Final losses: 11.50 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.281     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.063       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)                  1945.79     1289.14     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   0.320     Midspan    1.800   0.044     Midspan
    Pre.Top:   3.000   0.812     Midspan    2.250   0.663     Midspan
    Pre.Bot:   3.000   0.905    Transfer    2.250   1.058    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.003     Bearing
    Pre.Bot:  -0.420   0.151     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.458     Midspan
    Pre.Bot:                                                             2.000   0.407    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      :       0.189  1.80      0.340  2.20      0.416
Self Wt.       :      -0.061  1.85     -0.113  2.40     -0.146
Deck + Haunch  :                       -0.065  2.30     -0.149
DL-Prec. (DC)  :                       -0.013  3.00     -0.038
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
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-C                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 16.000 in    Bot = 20.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  5.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  9.000 in                     Interior/Exterior  =   Interior
            Bot =  9.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  9.000 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     =  16.000 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       0.008      0.00       0.008   38.33
     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    =   30.42 in
Lower    =   11.91 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.768   (Calculated)    
Live Moment (1  lane  loaded)  : 0.588   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.990   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.829   (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                  =        564.5 in2           1266.6 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           384909 in4#
Ht. of c.g.           =        20.23 in             36.36 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        588.0 plf           1322.9 plf   
Mom. of Inertia (Iyy) =      10478.0 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     2.22     3.43     7.37    11.30    15.23    19.17
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    566.5    576.3    575.2    576.3    576.3    576.3    576.3    576.3
  Yb      ,  in    20.20    20.06    20.07    20.06    20.06    20.06    20.06    20.06
  MI(Ixx) , in4   116496   117193   117116   117193   117193   117193   117193   117193
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1268.7   1278.9   1277.7   1278.9   1278.9   1278.9   1278.9   1278.9
  Yb      ,  in    36.32    36.12    36.15    36.12    36.12    36.12    36.12    36.12
  MI(Ixx) , in4   386149   392291   391605   392291   392291   392291   392291   392291

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 11.70 in):
     4 @  2.000 in     4 @  6.000 in     2 @ 42.500 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.907 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.883 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.079 in
 
 
Span: 1, Beam: 2
 
ESTIMATED QUANTITIES
 
  Prestressing   Strands               Beam    Concrete  Stirrups  Longitudinal Bars 
   (linear ft) (LB/1000ft)   (LB)   Vol(C.Y.)   Wt(LB)     (LB)           (LB)       
-------------------------------------------------------------------------------------
       393.330         740 291.064      5.711 23128.674   240.492       6.806        
 
 
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      2.3957    Yes
      2      US#4[M13]       60.00        0.40       9.00       0.5200      2.0200     No
      2      US#4[M13]       60.00        0.40      10.50       2.0200      2.8999     No
      2      US#4[M13]       60.00        0.40      12.00       2.8999      4.8999     No
      2      US#4[M13]       60.00        0.40      12.75       4.8999      5.9692     No
      2      US#4[M13]       60.00        0.40      17.38       5.9692      7.4177     No
      2      US#4[M13]       60.00        0.40      21.00       7.4177      9.1680     No
      2      US#4[M13]       60.00        0.40      12.00       2.3957      5.3957    Yes
      2      US#4[M13]       60.00        0.40      13.75       5.3957      6.5417    Yes
      2      US#4[M13]       60.00        0.40      21.00       6.5417     32.7913    Yes
      2      US#4[M13]       60.00        0.40      13.75      32.7913     33.9373    Yes
      2      US#4[M13]       60.00        0.40      12.00      33.9373     36.9373    Yes
      2      US#4[M13]       60.00        0.40      21.00      30.1650     31.9154     No
      2      US#4[M13]       60.00        0.40      17.38      31.9154     33.3638     No
      2      US#4[M13]       60.00        0.40      12.75      33.3638     34.4331     No
      2      US#4[M13]       60.00        0.40      12.00      34.4331     36.4331     No
      2      US#4[M13]       60.00        0.40      10.50      36.4331     37.3130     No
      2      US#4[M13]       60.00        0.40       9.00      37.3130     38.8130     No
      2      US#4[M13]       60.00        0.40       9.00      36.9373     39.1873    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  5.0000       3.00 
      1 US#4[M13]           2.00 0.200 30.1670 35.1670       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg = 11.70 in
         P_init    =      425.4 kips  Ecc =  8.53 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     5.59 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.871 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.87 ksi    0.00 ksi
    due to Composite Loads                                 -0.39 ksi    0.00 ksi
    due to Live Loads                                      -2.10 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                         6.85 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  5.59 ksi  ( 2.85 %)            16.80 ksi ( 8.57 %)
Total Prestress Losses                                    22.40 ksi (11.43 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.6 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 : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    26.3    23.6    35.2    67.1    89.8   103.5   108.0
(Max)       V      11.3     9.8    10.0     9.3     6.9     4.6     2.3     0.0
DL-Prec.  : M       0.0     3.5     3.1     4.7     9.0    12.0    13.8    14.4
DC(Max)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    32.9    29.4    44.0    83.8   112.2   129.3   135.0
Haunch (Max)V      14.1    12.2    12.5    11.6     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    11.9    17.7    33.8    45.2    52.1    54.4
DC(Max)     V       5.7     4.9     5.0     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     5.3     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.2     2.1     1.6     1.0     0.5     0.0
LL + I    : M+      0.0   147.2   131.9   195.3   357.7   457.5   514.6   528.9
            V      83.9    75.4    76.3    72.2    60.2    48.6     5.9    29.5
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    83.9    75.4    76.3    72.2    60.5    49.6    40.4    32.5
            M       0.0   148.1   133.0   195.3   346.1   434.6   478.1   483.7
Total     : M+      0.0   229.5   205.5   305.4   567.5   738.5   838.7   867.6
            V     119.1   106.0   107.5   101.2    82.0    63.1    13.3    29.6
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   119.1   106.0   107.5   101.2    82.3    64.1    47.8    32.7
            M       0.0   230.4   206.6   305.4   555.8   715.6   802.2   822.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.11   35.83   38.33
Self wt.  : M     103.5    89.8    67.1    35.2    23.6    26.3     0.0
(Max)       V       2.3     4.6     6.9     9.3    10.0     9.8    11.3
DL-Prec.  : M      13.8    12.0     9.0     4.7     3.1     3.5     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     129.3   112.2    83.8    44.0    29.4    32.9     0.0
Haunch (Max)V       2.9     5.8     8.7    11.6    12.5    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      52.1    45.2    33.8    17.7    11.9    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.0     4.9     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     5.3     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
LL + I    : M+    514.6   457.5   357.7   195.3   131.9   147.2     0.0
            V       5.9    48.6    60.2    72.2    76.3    75.4    83.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.4    49.6    60.5    72.2    76.3    75.4    83.9
            M     478.1   434.6   346.1   195.3   133.0   148.1     0.0
Total     : M+    838.6   738.5   567.5   305.4   205.5   229.5     0.0
            V      13.3    63.1    82.0   101.1   107.5   106.0   119.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    47.8    64.1    82.3   101.1   107.5   106.0   119.1
            M     802.1   715.6   555.8   305.4   206.6   230.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.3             11.3
Deck+Haunch            14.1             14.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.5              1.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           28.4             28.4
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    2.22    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    26.3    23.6    35.2    67.1    89.8   103.5   108.0
(Max)       V      11.3     9.8    10.0     9.3     6.9     4.6     2.3     0.0
DL-Prec.  : M       0.0     3.5     3.1     4.7     9.0    12.0    13.8    14.4
DC(Max)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    32.9    29.4    44.0    83.8   112.2   129.3   135.0
Haunch (Max)V      14.1    12.2    12.5    11.6     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    11.9    17.7    33.8    45.2    52.1    54.4
DC(Max)     V       5.7     4.9     5.0     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     5.3     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.2     2.1     1.6     1.0     0.5     0.0
LL + I    : M+      0.0   117.7   105.5   156.2   286.2   366.0   411.7   423.1
            V      67.1    60.3    61.1    57.8    48.2    38.9     4.7    23.6
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    67.1    60.3    61.1    57.8    48.4    39.6    32.4    26.0
            M       0.0   118.5   106.4   156.2   276.9   347.7   382.5   387.0
Total     : M+      0.0   200.0   179.2   266.3   495.9   647.0   735.8   761.9
            V     102.3    90.9    92.2    86.7    69.9    53.4    12.1    23.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   102.3    90.9    92.2    86.7    70.2    54.2    39.7    26.2
            M       0.0   200.8   180.0   266.3   486.6   628.7   706.6   725.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.11   35.83   38.33
Self wt.  : M     103.5    89.8    67.1    35.2    23.6    26.3     0.0
(Max)       V       2.3     4.6     6.9     9.3    10.0     9.8    11.3
DL-Prec.  : M      13.8    12.0     9.0     4.7     3.1     3.5     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     129.3   112.2    83.8    44.0    29.4    32.9     0.0
Haunch (Max)V       2.9     5.8     8.7    11.6    12.5    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      52.1    45.2    33.8    17.7    11.9    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.0     4.9     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     5.3     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
LL + I    : M+    411.7   366.0   286.2   156.2   105.5   117.7     0.0
            V       4.7    38.9    48.2    57.8    61.1    60.3    67.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    32.4    39.6    48.4    57.8    61.1    60.3    67.1
            M     382.5   347.7   276.9   156.2   106.4   118.5     0.0
Total     : M+    735.7   647.0   495.9   266.3   179.1   200.0     0.0
            V      12.1    53.4    69.9    86.7    92.2    90.9   102.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    39.7    54.2    70.2    86.7    92.2    90.9   102.3
            M     706.5   628.7   486.6   266.3   180.0   200.8     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    32.9    29.4    44.0    83.8   112.3   129.3   135.0
(Max)       V      14.1    12.3    12.5    11.6     8.7     5.8     2.9     0.0
Self wt.  : M       0.0    23.7    21.2    31.7    60.4    80.8    93.1    97.2
(Min)       V      10.1     8.8     9.0     8.3     6.2     4.2     2.1     0.0
DL-Prec.  : M       0.0     4.4     3.9     5.9    11.2    15.0    17.3    18.0
DC(Max)     V       1.9     1.6     1.7     1.5     1.2     0.8     0.4     0.0
DL-Prec.  : M       0.0     3.2     2.8     4.2     8.1    10.8    12.4    13.0
DC(Min)     V       1.4     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
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    36.8    55.0   104.8   140.3   161.6   168.7
Haunch (Max)V      17.6    15.3    15.6    14.5    10.8     7.2     3.6     0.0
Deck +    : M       0.0    29.6    26.5    39.6    75.4   101.0   116.4   121.5
Haunch (Min)V      12.7    11.0    11.2    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    14.8    22.2    42.2    56.5    65.1    68.0
DC(Max)     V       7.1     6.2     6.3     5.8     4.4     2.9     1.5     0.0
DL-Comp   : M       0.0    11.9    10.7    16.0    30.4    40.7    46.9    48.9
DC(Min)     V       5.1     4.4     4.5     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     8.9     7.9    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     3.4     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   257.5   230.9   341.8   626.0   800.6   900.6   925.6
            V     146.8   131.9   133.6   126.4   105.4    85.0    10.4    51.6
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   146.8   131.9   133.6   126.4   106.0    86.7    70.8    56.9
            M       0.0   259.2   232.8   341.8   605.6   760.5   836.7   846.5
Total     : M+      0.0   361.9   324.2   481.4   892.0  1157.0  1311.5  1355.1
            V     191.4   170.8   173.1   163.1   133.0   103.5    19.7    51.8
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   191.4   170.8   173.1   163.1   133.5   105.2    80.1    57.1
            M       0.0   363.5   326.1   481.4   871.6  1116.9  1247.6  1276.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.11   35.83   38.33
Self wt.  : M     129.3   112.3    83.8    44.0    29.4    32.9     0.0
(Max)       V       2.9     5.8     8.7    11.6    12.5    12.3    14.1
Self wt.  : M      93.1    80.8    60.4    31.7    21.2    23.7     0.0
(Min)       V       2.1     4.2     6.2     8.3     9.0     8.8    10.1
DL-Prec.  : M      17.3    15.0    11.2     5.9     3.9     4.4     0.0
DC(Max)     V       0.4     0.8     1.2     1.5     1.7     1.6     1.9
DL-Prec.  : M      12.4    10.8     8.1     4.2     2.8     3.2     0.0
DC(Min)     V       0.3     0.6     0.8     1.1     1.2     1.2     1.4
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
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     161.6   140.3   104.8    55.0    36.8    41.1     0.0
Haunch (Max)V       3.6     7.2    10.8    14.5    15.6    15.3    17.6
Deck +    : M     116.4   101.0    75.4    39.6    26.5    29.6     0.0
Haunch (Min)V       2.6     5.2     7.8    10.4    11.2    11.0    12.7
Diaphragm : M       2.7     2.0     1.3     0.6     0.4     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      65.1    56.5    42.2    22.2    14.8    16.6     0.0
DC(Max)     V       1.5     2.9     4.4     5.8     6.3     6.2     7.1
DL-Comp   : M      46.9    40.7    30.4    16.0    10.7    11.9     0.0
DC(Min)     V       1.0     2.1     3.1     4.2     4.5     4.4     5.1
DL-Comp   : M      34.8    30.2    22.6    11.9     7.9     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     3.4     3.8     0.0
DW(Min)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
LL + I    : M+    900.6   800.6   626.0   341.8   230.9   257.5     0.0
            V      10.4    85.0   105.4   126.4   133.6   131.9   146.8
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    70.8    86.7   106.0   126.4   133.6   131.9   146.8
            M     836.7   760.5   605.6   341.8   232.8   259.2     0.0
Total     : M+   1311.4  1156.9   891.9   481.4   324.2   361.9     0.0
            V      19.7   103.5   133.0   163.1   173.1   170.8   191.4
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    80.1   105.2   133.5   163.1   173.1   170.8   191.4
            M    1247.5  1116.8   871.6   481.4   326.1   363.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               14.1             14.1
Deck+Haunch            17.6             17.6
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.9              1.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           35.5             35.5
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    2.22    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    26.3    23.6    35.2    67.1    89.8   103.5   108.0
(Max)       V      11.3     9.8    10.0     9.3     6.9     4.6     2.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     3.5     3.1     4.7     9.0    12.0    13.8    14.4
DC(Max)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    32.9    29.4    44.0    83.8   112.2   129.3   135.0
Haunch (Max)V      14.1    12.2    12.5    11.6     8.7     5.8     2.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     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    11.9    17.7    33.8    45.2    52.1    54.4
DC(Max)     V       5.7     4.9     5.0     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     5.3     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.2     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   100.6    90.0   134.3   253.3   335.1   379.7   387.1
            V      65.0    57.8    58.7    55.2    48.5    41.8    35.2    28.5
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    65.0    57.8    58.7    55.2    48.5    41.8    35.2    28.5
            M       0.0   100.6    90.0   134.3   253.3   335.1   379.7   387.1
Total     : M+      0.0   182.9   163.7   244.4   463.1   616.2   703.8   725.9
            V     100.2    88.5    89.8    84.1    70.2    56.4    42.5    28.6
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   100.2    88.5    89.8    84.1    70.2    56.4    42.5    28.6
            M       0.0   182.9   163.7   244.4   463.1   616.2   703.8   725.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.11   35.83   38.33
Self wt.  : M     103.5    89.8    67.1    35.2    23.6    26.3     0.0
(Max)       V       2.3     4.6     6.9     9.3    10.0     9.8    11.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      13.8    12.0     9.0     4.7     3.1     3.5     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     129.3   112.2    83.8    44.0    29.4    32.9     0.0
Haunch (Max)V       2.9     5.8     8.7    11.6    12.5    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      52.1    45.2    33.8    17.7    11.9    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.0     4.9     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     5.3     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.2     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+    379.7   335.1   253.3   134.3    90.0   100.6     0.0
            V      35.2    41.8    48.5    55.2    58.7    57.8    65.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.2    41.8    48.5    55.2    58.7    57.8    65.0
            M     379.7   335.1   253.3   134.3    90.0   100.6     0.0
Total     : M+    703.8   616.2   463.0   244.4   163.7   182.9     0.0
            V      42.5    56.4    70.2    84.1    89.8    88.5   100.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    42.5    56.4    70.2    84.1    89.8    88.5   100.2
            M     703.8   616.2   463.0   244.4   163.7   182.9     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /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    0.082   0.105   0.186   0.244   0.279   0.290 
Bottom        -0.066  -0.084  -0.149  -0.196  -0.224  -0.234 
 
Prestress
Precast-top   -0.018  -0.018  -0.018  -0.018  -0.018  -0.018 
Bottom         1.346   1.346   1.346   1.346   1.346   1.346 
 
Total
Precast-top    0.063   0.086   0.168   0.226   0.260   0.272 
Bottom         1.281   1.262   1.197   1.150   1.122   1.113 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.28 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top   -0.003  -0.016  -0.015  -0.016  -0.016  -0.016  -0.016  -0.016
Bottom         0.206   1.208   1.097   1.208   1.208   1.208   1.208   1.208
 
Self wt.
Precast-top   -0.000   0.067   0.060   0.090   0.171   0.229   0.264   0.276
Bottom        -0.000  -0.054  -0.048  -0.072  -0.138  -0.184  -0.212  -0.222
 
DL-Prec (DC)
Precast-top   -0.000   0.009   0.008   0.012   0.023   0.031   0.035   0.037
Bottom        -0.000  -0.007  -0.006  -0.010  -0.018  -0.025  -0.028  -0.030
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.003   0.004   0.006   0.007
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.004  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.084   0.075   0.112   0.214   0.287   0.330   0.345
Bottom        -0.000  -0.068  -0.061  -0.090  -0.172  -0.231  -0.266  -0.277
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.006   0.009   0.018   0.024   0.027   0.028
Precast-top   -0.000   0.004   0.003   0.005   0.009   0.012   0.014   0.015
Bottom        -0.000  -0.015  -0.013  -0.020  -0.037  -0.050  -0.058  -0.060
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.004   0.008   0.011   0.012   0.013
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.007
Bottom        -0.000  -0.007  -0.006  -0.009  -0.017  -0.022  -0.026  -0.027
 
LL+I(+)
Topping-top   -0.000   0.077   0.069   0.102   0.187   0.239   0.268   0.276
Precast-top   -0.000   0.040   0.036   0.053   0.097   0.124   0.140   0.144
Bottom        -0.000  -0.163  -0.146  -0.216  -0.395  -0.506  -0.569  -0.584
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.087   0.078   0.115   0.212   0.273   0.308   0.317 
Precast-top   -0.003   0.190   0.170   0.259   0.505   0.676   0.779   0.813 
Bottom         0.206   0.894   0.816   0.790   0.428   0.187   0.045   0.002 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.010   0.009   0.013   0.025   0.034   0.039   0.041 
Precast-top   -0.003   0.150   0.134   0.206   0.408   0.552   0.639   0.669 
Bottom         0.206   1.057   0.962   1.006   0.824   0.693   0.614   0.587 
 

 
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    0.082   0.105   0.186   0.244   0.279   0.290 
Bottom        -0.066  -0.084  -0.149  -0.196  -0.224  -0.234 
 
Prestress
Precast-top   -0.018  -0.018  -0.018  -0.018  -0.018  -0.018 
Bottom         1.346   1.346   1.346   1.346   1.346   1.346 
 
Total
Precast-top    0.063   0.086   0.168   0.226   0.260   0.272 
Bottom         1.281   1.262   1.197   1.150   1.122   1.113 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.000   0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.28 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top   -0.003  -0.016  -0.015  -0.016  -0.016  -0.016  -0.016  -0.016
Bottom         0.206   1.208   1.097   1.208   1.208   1.208   1.208   1.208
 
Self wt.
Precast-top   -0.000   0.067   0.060   0.090   0.171   0.229   0.264   0.276
Bottom        -0.000  -0.054  -0.048  -0.072  -0.138  -0.184  -0.212  -0.222
 
DL-Prec (DC)
Precast-top   -0.000   0.009   0.008   0.012   0.023   0.031   0.035   0.037
Bottom        -0.000  -0.007  -0.006  -0.010  -0.018  -0.025  -0.028  -0.030
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.003   0.004   0.006   0.007
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.004  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.084   0.075   0.112   0.214   0.287   0.330   0.345
Bottom        -0.000  -0.068  -0.061  -0.090  -0.172  -0.231  -0.266  -0.277
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.006   0.009   0.018   0.024   0.027   0.028
Precast-top   -0.000   0.004   0.003   0.005   0.009   0.012   0.014   0.015
Bottom        -0.000  -0.015  -0.013  -0.020  -0.037  -0.050  -0.058  -0.060
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.004   0.008   0.011   0.012   0.013
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.007
Bottom        -0.000  -0.007  -0.006  -0.009  -0.017  -0.022  -0.026  -0.027
 
LL+I(+)
Topping-top   -0.000   0.061   0.055   0.081   0.149   0.191   0.215   0.221
Precast-top   -0.000   0.032   0.029   0.042   0.078   0.099   0.112   0.115
Bottom        -0.000  -0.130  -0.117  -0.173  -0.316  -0.404  -0.455  -0.468
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.071   0.064   0.095   0.175   0.225   0.254   0.262 
Precast-top   -0.003   0.182   0.163   0.249   0.485   0.652   0.751   0.784 
Bottom         0.206   0.927   0.845   0.833   0.507   0.288   0.159   0.119 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
F_LL+I(+)
Topping-top   -0.000   0.052   0.047   0.070   0.132   0.175   0.198   0.202
Precast-top   -0.000   0.027   0.024   0.036   0.069   0.091   0.103   0.105
Bottom        -0.000  -0.111  -0.100  -0.148  -0.280  -0.370  -0.420  -0.428
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.057   0.051   0.077   0.145   0.192   0.218   0.222 
Precast-top   -0.001   0.102   0.091   0.140   0.273   0.367   0.423   0.440 
Bottom         0.103   0.417   0.381   0.355   0.132  -0.024  -0.113  -0.134 
 

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
    191.4    9.0   49.2    0.191   0.0   6.00e-3 50.0    185.4     0.899    0.533      1.35
      0.0    0.2   49.1     31.5 0.096      27.3 0.87    24.00     0.127    0.645*
Transfer:   3.00
    170.8    9.0   49.2    1.148   0.0   3.81e-3 42.3    151.3     0.567    0.800      0.00
    363.5    1.3   48.6    189.0 0.087      38.5 1.24    24.00     0.127    1.328 
Critical:   4.55
    157.9    9.0   49.2    1.251   0.0   2.23e-3 36.8    120.0     0.370    0.800      0.00
    561.1    1.4   48.6    189.0 0.080      55.5 1.80    24.00     0.127    1.796 
0.1L    :   3.93
    163.1    9.0   49.2    1.210   0.0   2.83e-3 38.9    133.7     0.444    0.800      0.00
    481.4    1.3   48.6    189.0 0.083      47.5 1.54    24.00     0.127    1.591 
0.2L    :   7.87
    133.5    9.0   49.2    1.469   0.0   1.71e-3 35.0     83.6     0.241    0.457      0.00
    871.6    1.6   48.5    189.0 0.068      64.8 2.10    24.00     0.127    1.503 
0.3L    :  11.80
    105.2    9.0   49.2    1.729   0.0   1.13e-3 33.0     37.1     0.127    0.229      0.00
   1116.9    1.9   48.3    189.0 0.054      79.8 2.60    24.00     0.127    1.411 
0.4L    :  15.73
     80.1    9.0   49.2    1.736   0.0   1.25e-3 33.4     12.9     0.127    0.229      0.00
   1247.6    1.9   48.3    189.0 0.041      76.1 2.48    24.00     0.127    1.797 
0.5L    :  19.67
     57.1    9.0   49.2    1.736   0.0   0.93e-3 32.3      0.0     0.127    0.229      0.00
   1276.0    1.9   48.3    189.0 0.029      86.9 2.83    24.00     0.127    2.749 
0.6L    :  23.60
     80.1    9.0   49.2    1.736   0.0   1.25e-3 33.4     12.9     0.127    0.229      0.00
   1247.5    1.9   48.3    189.0 0.041      76.1 2.48    24.00     0.127    1.797 
0.7L    :  27.53
    105.2    9.0   49.2    1.729   0.0   1.13e-3 33.0     37.1     0.127    0.229      0.00
   1116.8    1.9   48.3    189.0 0.054      79.8 2.60    24.00     0.127    1.411 
0.8L    :  31.47
    133.5    9.0   49.2    1.469   0.0   1.71e-3 35.0     83.6     0.241    0.457      0.00
    871.6    1.6   48.5    189.0 0.068      64.8 2.10    24.00     0.127    1.503 
0.9L    :  35.40
    163.1    9.0   49.2    1.210   0.0   2.83e-3 38.9    133.7     0.444    0.800      0.00
    481.4    1.3   48.6    189.0 0.083      47.5 1.54    24.00     0.127    1.592 
Critical:  34.79
    157.9    9.0   49.2    1.251   0.0   2.23e-3 36.8    120.0     0.370    0.800      0.00
    561.1    1.4   48.6    189.0 0.080      55.5 1.80    24.00     0.127    1.796 
Transfer:  36.33
    170.8    9.0   49.2    1.148   0.0   3.81e-3 42.3    151.3     0.567    0.800      0.00
    363.5    1.3   48.6    189.0 0.087      38.5 1.24    24.00     0.127    1.328 
Bearing :  38.83
    191.4    9.0   49.2    0.191   0.0   6.00e-3 50.0    185.4     0.899    0.533      1.35
      0.0    0.2   49.1     31.5 0.096      27.3 0.87    24.00     0.127    0.645*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    0.85
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 2
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 12.00(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
    191.4      4.33     49.25    0.21       49.14    24.00      0.120      1.143      0.194      0.533 
Transfer:      2.50
    170.8      3.90     49.25    1.25       48.62    24.00      0.120      1.001      0.109      0.400 
Critical:      4.05
    158.0      3.61     49.25    1.36       48.57    24.00      0.120      0.905      0.051      0.400 
0.1L    :      3.43
    163.1      3.73     49.25    1.32       48.59    24.00      0.120      0.943      0.074      0.400 
0.2L    :      7.37
    133.5      3.06     49.25    1.60       48.45    24.00      0.120      0.721      0.000      0.229 
0.3L    :     11.30
    105.2      2.42     49.25    1.88       48.31    24.00      0.120      0.506      0.000      0.229 
0.4L    :     15.23
     80.1      1.84     49.25    1.89       48.31    24.00      0.120      0.314      0.000      0.229 
0.5L    :     19.17
     57.1      1.31     49.25    1.89       48.31    24.00      0.120      0.138      0.000      0.229 
0.6L    :     23.10
     80.1      1.84     49.25    1.89       48.31    24.00      0.120      0.314      0.000      0.229 
0.7L    :     27.03
    105.2      2.42     49.25    1.88       48.31    24.00      0.120      0.506      0.000      0.229 
0.8L    :     30.97
    133.5      3.06     49.25    1.60       48.45    24.00      0.120      0.721      0.000      0.229 
0.9L    :     34.90
    163.1      3.73     49.25    1.32       48.59    24.00      0.120      0.943      0.074      0.400 
Critical:     34.29
    158.0      3.61     49.25    1.36       48.57    24.00      0.120      0.905      0.051      0.400 
Transfer:     35.83
    170.8      3.90     49.25    1.25       48.62    24.00      0.120      1.001      0.109      0.400 
Bearing :     38.33
    191.4      4.33     49.25    0.21       49.14    24.00      0.120      1.143      0.194      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      :       0.067  1.80      0.121  2.20      0.148
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.046
Deck + Haunch  :                       -0.020  2.30     -0.046
DL-Prec. (DC)  :                       -0.002  3.00     -0.006
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.007
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 7.37 ft
Prestress      :       0.120  1.80      0.217  2.20      0.265
Self Wt.       :      -0.036  1.85     -0.067  2.40     -0.087
Deck + Haunch  :                       -0.041  2.30     -0.094
DL-Prec. (DC)  :                       -0.004  3.00     -0.013
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 11.30 ft
Prestress      :       0.158  1.80      0.285  2.20      0.349
Self Wt.       :      -0.050  1.85     -0.092  2.40     -0.119
Deck + Haunch  :                       -0.057  2.30     -0.131
DL-Prec. (DC)  :                       -0.006  3.00     -0.018
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 15.23 ft
Prestress      :       0.181  1.80      0.326  2.20      0.399
Self Wt.       :      -0.058  1.85     -0.107  2.40     -0.139
Deck + Haunch  :                       -0.067  2.30     -0.155
DL-Prec. (DC)  :                       -0.007  3.00     -0.022
Diaphragm      :                       -0.001  3.00     -0.003
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 0.5 x L = 19.17 ft
Prestress      :       0.189  1.80      0.340  2.20      0.416
Self Wt.       :      -0.061  1.85     -0.113  2.40     -0.146
Deck + Haunch  :                       -0.071  2.30     -0.163
DL-Prec. (DC)  :                       -0.008  3.00     -0.023
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 23.10 ft
Prestress      :       0.181  1.80      0.326  2.20      0.399
Self Wt.       :      -0.058  1.85     -0.107  2.40     -0.139
Deck + Haunch  :                       -0.067  2.30     -0.155
DL-Prec. (DC)  :                       -0.007  3.00     -0.022
Diaphragm      :                       -0.001  3.00     -0.003
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 0.7 x L = 27.03 ft
Prestress      :       0.158  1.80      0.285  2.20      0.349
Self Wt.       :      -0.050  1.85     -0.092  2.40     -0.119
Deck + Haunch  :                       -0.057  2.30     -0.131
DL-Prec. (DC)  :                       -0.006  3.00     -0.018
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 30.97 ft
Prestress      :       0.120  1.80      0.217  2.20      0.265
Self Wt.       :      -0.036  1.85     -0.067  2.40     -0.087
Deck + Haunch  :                       -0.041  2.30     -0.094
DL-Prec. (DC)  :                       -0.004  3.00     -0.013
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 34.90 ft
Prestress      :       0.067  1.80      0.121  2.20      0.148
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.046
Deck + Haunch  :                       -0.020  2.30     -0.046
DL-Prec. (DC)  :                       -0.002  3.00     -0.006
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.007
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
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
   361.9    41.5  1.435  267.3    1.5   1.25   1308.0  0.101T 1.00       -       -     -     -  
H/2     :   2.22
   324.2    41.5  1.300  267.6    1.3   1.14   1188.2  0.112T 1.00       -       -     -     -  
0.1L    :   3.43
   481.4    41.5  1.512  267.2    1.6   1.32   1376.4  0.096T 1.00       -       -     -     -  
0.2L    :   7.37
   892.0    41.5  1.837  266.6    1.9   1.60   1662.5  0.079T 1.00       -       -     -     -  
0.3L    :  11.30
  1157.0    41.5  2.161  266.0    2.2   1.88   1945.4  0.067T 1.00       -       -     -     -  
0.4L    :  15.23
  1311.5    41.5  2.170  266.0    2.2   1.89   1953.0  0.066T 1.00   1765.9  1744.3    1.11    -  
0.5L    :  19.17
  1355.1    41.5  2.170  266.0    2.2   1.89   1953.0  0.066T 1.00   1756.2  1756.2    1.11    -  
0.6L    :  23.10
  1311.4    41.5  2.170  266.0    2.2   1.89   1953.0  0.066T 1.00   1766.0  1744.2    1.11    -  
0.7L    :  27.03
  1156.9    41.5  2.161  266.0    2.2   1.88   1945.4  0.067T 1.00   1794.4  1538.7    1.08    -  
0.8L    :  30.97
   891.9    41.5  1.837  266.6    1.9   1.60   1662.5  0.079T 1.00       -       -     -     -  
0.9L    :  34.90
   481.4    41.5  1.512  267.2    1.6   1.32   1376.4  0.096T 1.00       -       -     -     -  
H/2     :  36.11
   324.2    41.5  1.300  267.6    1.3   1.14   1188.2  0.112T 1.00       -       -     -     -  
Transfer:  35.83
   361.9    41.5  1.435  267.3    1.5   1.25   1308.0  0.101T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 2; Groups 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.097
        M   2.00 Fb     0.345
 
  2   2 E  42.50 Ft     0.457
        M  42.50 Fb     0.165
 
  3   2 E   6.00 Ft     0.350
        M   6.00 Fb     0.518
 
  4   2 E   6.00 Ft     0.243
        M   6.00 Fb     0.870
 
  5   2 E   2.00 Ft     0.064
        M   2.00 Fb     1.280
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-C       
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:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  2.85 %               Final losses: 11.43 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.281     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.063       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)                  1952.99     1355.07     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   0.317     Midspan    1.800   0.041     Midspan
    Pre.Top:   3.000   0.813     Midspan    2.250   0.669     Midspan
    Pre.Bot:   3.000   0.894    Transfer    2.250   1.057    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.003     Bearing
    Pre.Bot:  -0.420   0.119     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.440     Midspan
    Pre.Bot:                                                             2.000   0.417    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      :       0.189  1.80      0.340  2.20      0.416
Self Wt.       :      -0.061  1.85     -0.113  2.40     -0.146
Deck + Haunch  :                       -0.071  2.30     -0.163
DL-Prec. (DC)  :                       -0.008  3.00     -0.023
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-C                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 16.000 in    Bot = 20.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  5.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  9.000 in                     Interior/Exterior  =   Interior
            Bot =  9.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  9.000 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     =  16.000 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       0.008      0.00       0.008   38.33
     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    =   30.42 in
Lower    =   11.91 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.768   (Calculated)    
Live Moment (1  lane  loaded)  : 0.588   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.990   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.829   (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                  =        564.5 in2           1266.6 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           384909 in4#
Ht. of c.g.           =        20.23 in             36.36 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        588.0 plf           1322.9 plf   
Mom. of Inertia (Iyy) =      10478.0 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     2.22     3.43     7.37    11.30    15.23    19.17
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    566.5    576.3    575.2    576.3    576.3    576.3    576.3    576.3
  Yb      ,  in    20.20    20.06    20.07    20.06    20.06    20.06    20.06    20.06
  MI(Ixx) , in4   116496   117193   117116   117193   117193   117193   117193   117193
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1268.7   1278.9   1277.7   1278.9   1278.9   1278.9   1278.9   1278.9
  Yb      ,  in    36.32    36.12    36.15    36.12    36.12    36.12    36.12    36.12
  MI(Ixx) , in4   386149   392291   391605   392291   392291   392291   392291   392291

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 11.70 in):
     4 @  2.000 in     4 @  6.000 in     2 @ 42.500 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.907 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.883 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.079 in
 
 
Span: 1, Beam: 3
 
ESTIMATED QUANTITIES
 
  Prestressing   Strands               Beam    Concrete  Stirrups  Longitudinal Bars 
   (linear ft) (LB/1000ft)   (LB)   Vol(C.Y.)   Wt(LB)     (LB)           (LB)       
-------------------------------------------------------------------------------------
       393.330         740 291.064      5.711 23128.674   240.492       6.806        
 
 
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      2.3957    Yes
      2      US#4[M13]       60.00        0.40       9.00       0.5200      2.0200     No
      2      US#4[M13]       60.00        0.40      10.50       2.0200      2.8999     No
      2      US#4[M13]       60.00        0.40      12.00       2.8999      4.8999     No
      2      US#4[M13]       60.00        0.40      12.75       4.8999      5.9692     No
      2      US#4[M13]       60.00        0.40      17.38       5.9692      7.4177     No
      2      US#4[M13]       60.00        0.40      21.00       7.4177      9.1680     No
      2      US#4[M13]       60.00        0.40      12.00       2.3957      5.3957    Yes
      2      US#4[M13]       60.00        0.40      13.75       5.3957      6.5417    Yes
      2      US#4[M13]       60.00        0.40      21.00       6.5417     32.7913    Yes
      2      US#4[M13]       60.00        0.40      13.75      32.7913     33.9373    Yes
      2      US#4[M13]       60.00        0.40      12.00      33.9373     36.9373    Yes
      2      US#4[M13]       60.00        0.40      21.00      30.1650     31.9154     No
      2      US#4[M13]       60.00        0.40      17.38      31.9154     33.3638     No
      2      US#4[M13]       60.00        0.40      12.75      33.3638     34.4331     No
      2      US#4[M13]       60.00        0.40      12.00      34.4331     36.4331     No
      2      US#4[M13]       60.00        0.40      10.50      36.4331     37.3130     No
      2      US#4[M13]       60.00        0.40       9.00      37.3130     38.8130     No
      2      US#4[M13]       60.00        0.40       9.00      36.9373     39.1873    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  5.0000       3.00 
      1 US#4[M13]           2.00 0.200 34.3330 39.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg = 11.70 in
         P_init    =      425.4 kips  Ecc =  8.53 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     5.59 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.871 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.87 ksi    0.00 ksi
    due to Composite Loads                                 -0.39 ksi    0.00 ksi
    due to Live Loads                                      -2.10 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                         6.85 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  5.59 ksi  ( 2.85 %)            16.80 ksi ( 8.57 %)
Total Prestress Losses                                    22.40 ksi (11.43 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.6 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 : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    26.3    23.6    35.2    67.1    89.8   103.5   108.0
(Max)       V      11.3     9.8    10.0     9.3     6.9     4.6     2.3     0.0
DL-Prec.  : M       0.0     3.5     3.1     4.7     9.0    12.0    13.8    14.4
DC(Max)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    32.9    29.4    44.0    83.8   112.2   129.3   135.0
Haunch (Max)V      14.1    12.2    12.5    11.6     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    11.9    17.7    33.8    45.2    52.1    54.4
DC(Max)     V       5.7     4.9     5.0     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     5.3     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.2     2.1     1.6     1.0     0.5     0.0
LL + I    : M+      0.0   147.2   131.9   195.3   357.7   457.5   514.6   528.9
            V      83.9    75.4    76.3    72.2    60.2    48.6     5.9    29.5
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    83.9    75.4    76.3    72.2    60.5    49.6    40.4    32.5
            M       0.0   148.1   133.0   195.3   346.1   434.6   478.1   483.7
Total     : M+      0.0   229.5   205.5   305.4   567.5   738.5   838.7   867.6
            V     119.1   106.0   107.5   101.2    82.0    63.1    13.3    29.6
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   119.1   106.0   107.5   101.2    82.3    64.1    47.8    32.7
            M       0.0   230.4   206.6   305.4   555.8   715.6   802.2   822.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.11   35.83   38.33
Self wt.  : M     103.5    89.8    67.1    35.2    23.6    26.3     0.0
(Max)       V       2.3     4.6     6.9     9.3    10.0     9.8    11.3
DL-Prec.  : M      13.8    12.0     9.0     4.7     3.1     3.5     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     129.3   112.2    83.8    44.0    29.4    32.9     0.0
Haunch (Max)V       2.9     5.8     8.7    11.6    12.5    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      52.1    45.2    33.8    17.7    11.9    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.0     4.9     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     5.3     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
LL + I    : M+    514.6   457.5   357.7   195.3   131.9   147.2     0.0
            V       5.9    48.6    60.2    72.2    76.3    75.4    83.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.4    49.6    60.5    72.2    76.3    75.4    83.9
            M     478.1   434.6   346.1   195.3   133.0   148.1     0.0
Total     : M+    838.6   738.5   567.5   305.4   205.5   229.5     0.0
            V      13.3    63.1    82.0   101.1   107.5   106.0   119.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    47.8    64.1    82.3   101.1   107.5   106.0   119.1
            M     802.1   715.6   555.8   305.4   206.6   230.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.3             11.3
Deck+Haunch            14.1             14.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.5              1.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           28.4             28.4
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    2.22    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    26.3    23.6    35.2    67.1    89.8   103.5   108.0
(Max)       V      11.3     9.8    10.0     9.3     6.9     4.6     2.3     0.0
DL-Prec.  : M       0.0     3.5     3.1     4.7     9.0    12.0    13.8    14.4
DC(Max)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    32.9    29.4    44.0    83.8   112.2   129.3   135.0
Haunch (Max)V      14.1    12.2    12.5    11.6     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    11.9    17.7    33.8    45.2    52.1    54.4
DC(Max)     V       5.7     4.9     5.0     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     5.3     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.2     2.1     1.6     1.0     0.5     0.0
LL + I    : M+      0.0   117.7   105.5   156.2   286.2   366.0   411.7   423.1
            V      67.1    60.3    61.1    57.8    48.2    38.9     4.7    23.6
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    67.1    60.3    61.1    57.8    48.4    39.6    32.4    26.0
            M       0.0   118.5   106.4   156.2   276.9   347.7   382.5   387.0
Total     : M+      0.0   200.0   179.2   266.3   495.9   647.0   735.8   761.9
            V     102.3    90.9    92.2    86.7    69.9    53.4    12.1    23.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   102.3    90.9    92.2    86.7    70.2    54.2    39.7    26.2
            M       0.0   200.8   180.0   266.3   486.6   628.7   706.6   725.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.11   35.83   38.33
Self wt.  : M     103.5    89.8    67.1    35.2    23.6    26.3     0.0
(Max)       V       2.3     4.6     6.9     9.3    10.0     9.8    11.3
DL-Prec.  : M      13.8    12.0     9.0     4.7     3.1     3.5     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     129.3   112.2    83.8    44.0    29.4    32.9     0.0
Haunch (Max)V       2.9     5.8     8.7    11.6    12.5    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      52.1    45.2    33.8    17.7    11.9    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.0     4.9     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     5.3     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
LL + I    : M+    411.7   366.0   286.2   156.2   105.5   117.7     0.0
            V       4.7    38.9    48.2    57.8    61.1    60.3    67.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    32.4    39.6    48.4    57.8    61.1    60.3    67.1
            M     382.5   347.7   276.9   156.2   106.4   118.5     0.0
Total     : M+    735.7   647.0   495.9   266.3   179.1   200.0     0.0
            V      12.1    53.4    69.9    86.7    92.2    90.9   102.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    39.7    54.2    70.2    86.7    92.2    90.9   102.3
            M     706.5   628.7   486.6   266.3   180.0   200.8     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    32.9    29.4    44.0    83.8   112.3   129.3   135.0
(Max)       V      14.1    12.3    12.5    11.6     8.7     5.8     2.9     0.0
Self wt.  : M       0.0    23.7    21.2    31.7    60.4    80.8    93.1    97.2
(Min)       V      10.1     8.8     9.0     8.3     6.2     4.2     2.1     0.0
DL-Prec.  : M       0.0     4.4     3.9     5.9    11.2    15.0    17.3    18.0
DC(Max)     V       1.9     1.6     1.7     1.5     1.2     0.8     0.4     0.0
DL-Prec.  : M       0.0     3.2     2.8     4.2     8.1    10.8    12.4    13.0
DC(Min)     V       1.4     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
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    36.8    55.0   104.8   140.3   161.6   168.7
Haunch (Max)V      17.6    15.3    15.6    14.5    10.8     7.2     3.6     0.0
Deck +    : M       0.0    29.6    26.5    39.6    75.4   101.0   116.4   121.5
Haunch (Min)V      12.7    11.0    11.2    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    14.8    22.2    42.2    56.5    65.1    68.0
DC(Max)     V       7.1     6.2     6.3     5.8     4.4     2.9     1.5     0.0
DL-Comp   : M       0.0    11.9    10.7    16.0    30.4    40.7    46.9    48.9
DC(Min)     V       5.1     4.4     4.5     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     8.9     7.9    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     3.4     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   257.5   230.9   341.8   626.0   800.6   900.6   925.6
            V     146.8   131.9   133.6   126.4   105.4    85.0    10.4    51.6
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   146.8   131.9   133.6   126.4   106.0    86.7    70.8    56.9
            M       0.0   259.2   232.8   341.8   605.6   760.5   836.7   846.5
Total     : M+      0.0   361.9   324.2   481.4   892.0  1157.0  1311.5  1355.1
            V     191.4   170.8   173.1   163.1   133.0   103.5    19.7    51.8
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   191.4   170.8   173.1   163.1   133.5   105.2    80.1    57.1
            M       0.0   363.5   326.1   481.4   871.6  1116.9  1247.6  1276.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.11   35.83   38.33
Self wt.  : M     129.3   112.3    83.8    44.0    29.4    32.9     0.0
(Max)       V       2.9     5.8     8.7    11.6    12.5    12.3    14.1
Self wt.  : M      93.1    80.8    60.4    31.7    21.2    23.7     0.0
(Min)       V       2.1     4.2     6.2     8.3     9.0     8.8    10.1
DL-Prec.  : M      17.3    15.0    11.2     5.9     3.9     4.4     0.0
DC(Max)     V       0.4     0.8     1.2     1.5     1.7     1.6     1.9
DL-Prec.  : M      12.4    10.8     8.1     4.2     2.8     3.2     0.0
DC(Min)     V       0.3     0.6     0.8     1.1     1.2     1.2     1.4
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
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     161.6   140.3   104.8    55.0    36.8    41.1     0.0
Haunch (Max)V       3.6     7.2    10.8    14.5    15.6    15.3    17.6
Deck +    : M     116.4   101.0    75.4    39.6    26.5    29.6     0.0
Haunch (Min)V       2.6     5.2     7.8    10.4    11.2    11.0    12.7
Diaphragm : M       2.7     2.0     1.3     0.6     0.4     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      65.1    56.5    42.2    22.2    14.8    16.6     0.0
DC(Max)     V       1.5     2.9     4.4     5.8     6.3     6.2     7.1
DL-Comp   : M      46.9    40.7    30.4    16.0    10.7    11.9     0.0
DC(Min)     V       1.0     2.1     3.1     4.2     4.5     4.4     5.1
DL-Comp   : M      34.8    30.2    22.6    11.9     7.9     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     3.4     3.8     0.0
DW(Min)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
LL + I    : M+    900.6   800.6   626.0   341.8   230.9   257.5     0.0
            V      10.4    85.0   105.4   126.4   133.6   131.9   146.8
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    70.8    86.7   106.0   126.4   133.6   131.9   146.8
            M     836.7   760.5   605.6   341.8   232.8   259.2     0.0
Total     : M+   1311.4  1156.9   891.9   481.4   324.2   361.9     0.0
            V      19.7   103.5   133.0   163.1   173.1   170.8   191.4
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    80.1   105.2   133.5   163.1   173.1   170.8   191.4
            M    1247.5  1116.8   871.6   481.4   326.1   363.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               14.1             14.1
Deck+Haunch            17.6             17.6
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.9              1.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           35.5             35.5
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    2.22    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    26.3    23.6    35.2    67.1    89.8   103.5   108.0
(Max)       V      11.3     9.8    10.0     9.3     6.9     4.6     2.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     3.5     3.1     4.7     9.0    12.0    13.8    14.4
DC(Max)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    32.9    29.4    44.0    83.8   112.2   129.3   135.0
Haunch (Max)V      14.1    12.2    12.5    11.6     8.7     5.8     2.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     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    11.9    17.7    33.8    45.2    52.1    54.4
DC(Max)     V       5.7     4.9     5.0     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     5.3     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.2     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   100.6    90.0   134.3   253.3   335.1   379.7   387.1
            V      65.0    57.8    58.7    55.2    48.5    41.8    35.2    28.5
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    65.0    57.8    58.7    55.2    48.5    41.8    35.2    28.5
            M       0.0   100.6    90.0   134.3   253.3   335.1   379.7   387.1
Total     : M+      0.0   182.9   163.7   244.4   463.1   616.2   703.8   725.9
            V     100.2    88.5    89.8    84.1    70.2    56.4    42.5    28.6
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   100.2    88.5    89.8    84.1    70.2    56.4    42.5    28.6
            M       0.0   182.9   163.7   244.4   463.1   616.2   703.8   725.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.11   35.83   38.33
Self wt.  : M     103.5    89.8    67.1    35.2    23.6    26.3     0.0
(Max)       V       2.3     4.6     6.9     9.3    10.0     9.8    11.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      13.8    12.0     9.0     4.7     3.1     3.5     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     129.3   112.2    83.8    44.0    29.4    32.9     0.0
Haunch (Max)V       2.9     5.8     8.7    11.6    12.5    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      52.1    45.2    33.8    17.7    11.9    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.0     4.9     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     5.3     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.2     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+    379.7   335.1   253.3   134.3    90.0   100.6     0.0
            V      35.2    41.8    48.5    55.2    58.7    57.8    65.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.2    41.8    48.5    55.2    58.7    57.8    65.0
            M     379.7   335.1   253.3   134.3    90.0   100.6     0.0
Total     : M+    703.8   616.2   463.0   244.4   163.7   182.9     0.0
            V      42.5    56.4    70.2    84.1    89.8    88.5   100.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    42.5    56.4    70.2    84.1    89.8    88.5   100.2
            M     703.8   616.2   463.0   244.4   163.7   182.9     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /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    0.082   0.105   0.186   0.244   0.279   0.290 
Bottom        -0.066  -0.084  -0.149  -0.196  -0.224  -0.234 
 
Prestress
Precast-top   -0.018  -0.018  -0.018  -0.018  -0.018  -0.018 
Bottom         1.346   1.346   1.346   1.346   1.346   1.346 
 
Total
Precast-top    0.063   0.086   0.168   0.226   0.260   0.272 
Bottom         1.281   1.262   1.197   1.150   1.122   1.113 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.28 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top   -0.003  -0.016  -0.015  -0.016  -0.016  -0.016  -0.016  -0.016
Bottom         0.206   1.208   1.097   1.208   1.208   1.208   1.208   1.208
 
Self wt.
Precast-top   -0.000   0.067   0.060   0.090   0.171   0.229   0.264   0.276
Bottom        -0.000  -0.054  -0.048  -0.072  -0.138  -0.184  -0.212  -0.222
 
DL-Prec (DC)
Precast-top   -0.000   0.009   0.008   0.012   0.023   0.031   0.035   0.037
Bottom        -0.000  -0.007  -0.006  -0.010  -0.018  -0.025  -0.028  -0.030
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.003   0.004   0.006   0.007
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.004  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.084   0.075   0.112   0.214   0.287   0.330   0.345
Bottom        -0.000  -0.068  -0.061  -0.090  -0.172  -0.231  -0.266  -0.277
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.006   0.009   0.018   0.024   0.027   0.028
Precast-top   -0.000   0.004   0.003   0.005   0.009   0.012   0.014   0.015
Bottom        -0.000  -0.015  -0.013  -0.020  -0.037  -0.050  -0.058  -0.060
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.004   0.008   0.011   0.012   0.013
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.007
Bottom        -0.000  -0.007  -0.006  -0.009  -0.017  -0.022  -0.026  -0.027
 
LL+I(+)
Topping-top   -0.000   0.077   0.069   0.102   0.187   0.239   0.268   0.276
Precast-top   -0.000   0.040   0.036   0.053   0.097   0.124   0.140   0.144
Bottom        -0.000  -0.163  -0.146  -0.216  -0.395  -0.506  -0.569  -0.584
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.087   0.078   0.115   0.212   0.273   0.308   0.317 
Precast-top   -0.003   0.190   0.170   0.259   0.505   0.676   0.779   0.813 
Bottom         0.206   0.894   0.816   0.790   0.428   0.187   0.045   0.002 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.010   0.009   0.013   0.025   0.034   0.039   0.041 
Precast-top   -0.003   0.150   0.134   0.206   0.408   0.552   0.639   0.669 
Bottom         0.206   1.057   0.962   1.006   0.824   0.693   0.614   0.587 
 

 
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    0.082   0.105   0.186   0.244   0.279   0.290 
Bottom        -0.066  -0.084  -0.149  -0.196  -0.224  -0.234 
 
Prestress
Precast-top   -0.018  -0.018  -0.018  -0.018  -0.018  -0.018 
Bottom         1.346   1.346   1.346   1.346   1.346   1.346 
 
Total
Precast-top    0.063   0.086   0.168   0.226   0.260   0.272 
Bottom         1.281   1.262   1.197   1.150   1.122   1.113 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.200   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.28 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top   -0.003  -0.016  -0.015  -0.016  -0.016  -0.016  -0.016  -0.016
Bottom         0.206   1.208   1.097   1.208   1.208   1.208   1.208   1.208
 
Self wt.
Precast-top   -0.000   0.067   0.060   0.090   0.171   0.229   0.264   0.276
Bottom        -0.000  -0.054  -0.048  -0.072  -0.138  -0.184  -0.212  -0.222
 
DL-Prec (DC)
Precast-top   -0.000   0.009   0.008   0.012   0.023   0.031   0.035   0.037
Bottom        -0.000  -0.007  -0.006  -0.010  -0.018  -0.025  -0.028  -0.030
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.003   0.004   0.006   0.007
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.004  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.084   0.075   0.112   0.214   0.287   0.330   0.345
Bottom        -0.000  -0.068  -0.061  -0.090  -0.172  -0.231  -0.266  -0.277
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.006   0.009   0.018   0.024   0.027   0.028
Precast-top   -0.000   0.004   0.003   0.005   0.009   0.012   0.014   0.015
Bottom        -0.000  -0.015  -0.013  -0.020  -0.037  -0.050  -0.058  -0.060
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.004   0.008   0.011   0.012   0.013
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.007
Bottom        -0.000  -0.007  -0.006  -0.009  -0.017  -0.022  -0.026  -0.027
 
LL+I(+)
Topping-top   -0.000   0.061   0.055   0.081   0.149   0.191   0.215   0.221
Precast-top   -0.000   0.032   0.029   0.042   0.078   0.099   0.112   0.115
Bottom        -0.000  -0.130  -0.117  -0.173  -0.316  -0.404  -0.455  -0.468
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.071   0.064   0.095   0.175   0.225   0.254   0.262 
Precast-top   -0.003   0.182   0.163   0.249   0.485   0.652   0.751   0.784 
Bottom         0.206   0.927   0.845   0.833   0.507   0.288   0.159   0.119 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
F_LL+I(+)
Topping-top   -0.000   0.052   0.047   0.070   0.132   0.175   0.198   0.202
Precast-top   -0.000   0.027   0.024   0.036   0.069   0.091   0.103   0.105
Bottom        -0.000  -0.111  -0.100  -0.148  -0.280  -0.370  -0.420  -0.428
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.057   0.051   0.077   0.145   0.192   0.218   0.222 
Precast-top   -0.001   0.102   0.091   0.140   0.273   0.367   0.423   0.440 
Bottom         0.103   0.417   0.381   0.355   0.132  -0.024  -0.113  -0.134 
 

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
    191.4    9.0   49.2    0.191   0.0   6.00e-3 50.0    185.4     0.899    0.533      1.35
      0.0    0.2   49.1     31.5 0.096      27.3 0.87    24.00     0.127    0.645*
Transfer:   3.00
    170.8    9.0   49.2    1.148   0.0   3.81e-3 42.3    151.3     0.567    0.800      0.00
    363.5    1.3   48.6    189.0 0.087      38.5 1.24    24.00     0.127    1.328 
Critical:   4.55
    157.9    9.0   49.2    1.251   0.0   2.23e-3 36.8    120.0     0.370    0.800      0.00
    561.1    1.4   48.6    189.0 0.080      55.5 1.80    24.00     0.127    1.796 
0.1L    :   3.93
    163.1    9.0   49.2    1.210   0.0   2.83e-3 38.9    133.7     0.444    0.800      0.00
    481.4    1.3   48.6    189.0 0.083      47.5 1.54    24.00     0.127    1.591 
0.2L    :   7.87
    133.5    9.0   49.2    1.469   0.0   1.71e-3 35.0     83.6     0.241    0.457      0.00
    871.6    1.6   48.5    189.0 0.068      64.8 2.10    24.00     0.127    1.503 
0.3L    :  11.80
    105.2    9.0   49.2    1.729   0.0   1.13e-3 33.0     37.1     0.127    0.229      0.00
   1116.9    1.9   48.3    189.0 0.054      79.8 2.60    24.00     0.127    1.411 
0.4L    :  15.73
     80.1    9.0   49.2    1.736   0.0   1.25e-3 33.4     12.9     0.127    0.229      0.00
   1247.6    1.9   48.3    189.0 0.041      76.1 2.48    24.00     0.127    1.797 
0.5L    :  19.67
     57.1    9.0   49.2    1.736   0.0   0.93e-3 32.3      0.0     0.127    0.229      0.00
   1276.0    1.9   48.3    189.0 0.029      86.9 2.83    24.00     0.127    2.749 
0.6L    :  23.60
     80.1    9.0   49.2    1.736   0.0   1.25e-3 33.4     12.9     0.127    0.229      0.00
   1247.5    1.9   48.3    189.0 0.041      76.1 2.48    24.00     0.127    1.797 
0.7L    :  27.53
    105.2    9.0   49.2    1.729   0.0   1.13e-3 33.0     37.1     0.127    0.229      0.00
   1116.8    1.9   48.3    189.0 0.054      79.8 2.60    24.00     0.127    1.411 
0.8L    :  31.47
    133.5    9.0   49.2    1.469   0.0   1.71e-3 35.0     83.6     0.241    0.457      0.00
    871.6    1.6   48.5    189.0 0.068      64.8 2.10    24.00     0.127    1.503 
0.9L    :  35.40
    163.1    9.0   49.2    1.210   0.0   2.83e-3 38.9    133.7     0.444    0.800      0.00
    481.4    1.3   48.6    189.0 0.083      47.5 1.54    24.00     0.127    1.592 
Critical:  34.79
    157.9    9.0   49.2    1.251   0.0   2.23e-3 36.8    120.0     0.370    0.800      0.00
    561.1    1.4   48.6    189.0 0.080      55.5 1.80    24.00     0.127    1.796 
Transfer:  36.33
    170.8    9.0   49.2    1.148   0.0   3.81e-3 42.3    151.3     0.567    0.800      0.00
    363.5    1.3   48.6    189.0 0.087      38.5 1.24    24.00     0.127    1.328 
Bearing :  38.83
    191.4    9.0   49.2    0.191   0.0   6.00e-3 50.0    185.4     0.899    0.533      1.35
      0.0    0.2   49.1     31.5 0.096      27.3 0.87    24.00     0.127    0.645*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    0.85
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 3
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 12.00(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
    191.4      4.33     49.25    0.21       49.14    24.00      0.120      1.143      0.194      0.533 
Transfer:      2.50
    170.8      3.90     49.25    1.25       48.62    24.00      0.120      1.001      0.109      0.400 
Critical:      4.05
    158.0      3.61     49.25    1.36       48.57    24.00      0.120      0.905      0.051      0.400 
0.1L    :      3.43
    163.1      3.73     49.25    1.32       48.59    24.00      0.120      0.943      0.074      0.400 
0.2L    :      7.37
    133.5      3.06     49.25    1.60       48.45    24.00      0.120      0.721      0.000      0.229 
0.3L    :     11.30
    105.2      2.42     49.25    1.88       48.31    24.00      0.120      0.506      0.000      0.229 
0.4L    :     15.23
     80.1      1.84     49.25    1.89       48.31    24.00      0.120      0.314      0.000      0.229 
0.5L    :     19.17
     57.1      1.31     49.25    1.89       48.31    24.00      0.120      0.138      0.000      0.229 
0.6L    :     23.10
     80.1      1.84     49.25    1.89       48.31    24.00      0.120      0.314      0.000      0.229 
0.7L    :     27.03
    105.2      2.42     49.25    1.88       48.31    24.00      0.120      0.506      0.000      0.229 
0.8L    :     30.97
    133.5      3.06     49.25    1.60       48.45    24.00      0.120      0.721      0.000      0.229 
0.9L    :     34.90
    163.1      3.73     49.25    1.32       48.59    24.00      0.120      0.943      0.074      0.400 
Critical:     34.29
    158.0      3.61     49.25    1.36       48.57    24.00      0.120      0.905      0.051      0.400 
Transfer:     35.83
    170.8      3.90     49.25    1.25       48.62    24.00      0.120      1.001      0.109      0.400 
Bearing :     38.33
    191.4      4.33     49.25    0.21       49.14    24.00      0.120      1.143      0.194      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      :       0.067  1.80      0.121  2.20      0.148
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.046
Deck + Haunch  :                       -0.020  2.30     -0.046
DL-Prec. (DC)  :                       -0.002  3.00     -0.006
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.007
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 7.37 ft
Prestress      :       0.120  1.80      0.217  2.20      0.265
Self Wt.       :      -0.036  1.85     -0.067  2.40     -0.087
Deck + Haunch  :                       -0.041  2.30     -0.094
DL-Prec. (DC)  :                       -0.004  3.00     -0.013
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 11.30 ft
Prestress      :       0.158  1.80      0.285  2.20      0.349
Self Wt.       :      -0.050  1.85     -0.092  2.40     -0.119
Deck + Haunch  :                       -0.057  2.30     -0.131
DL-Prec. (DC)  :                       -0.006  3.00     -0.018
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 15.23 ft
Prestress      :       0.181  1.80      0.326  2.20      0.399
Self Wt.       :      -0.058  1.85     -0.107  2.40     -0.139
Deck + Haunch  :                       -0.067  2.30     -0.155
DL-Prec. (DC)  :                       -0.007  3.00     -0.022
Diaphragm      :                       -0.001  3.00     -0.003
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 0.5 x L = 19.17 ft
Prestress      :       0.189  1.80      0.340  2.20      0.416
Self Wt.       :      -0.061  1.85     -0.113  2.40     -0.146
Deck + Haunch  :                       -0.071  2.30     -0.163
DL-Prec. (DC)  :                       -0.008  3.00     -0.023
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 23.10 ft
Prestress      :       0.181  1.80      0.326  2.20      0.399
Self Wt.       :      -0.058  1.85     -0.107  2.40     -0.139
Deck + Haunch  :                       -0.067  2.30     -0.155
DL-Prec. (DC)  :                       -0.007  3.00     -0.022
Diaphragm      :                       -0.001  3.00     -0.003
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 0.7 x L = 27.03 ft
Prestress      :       0.158  1.80      0.285  2.20      0.349
Self Wt.       :      -0.050  1.85     -0.092  2.40     -0.119
Deck + Haunch  :                       -0.057  2.30     -0.131
DL-Prec. (DC)  :                       -0.006  3.00     -0.018
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 30.97 ft
Prestress      :       0.120  1.80      0.217  2.20      0.265
Self Wt.       :      -0.036  1.85     -0.067  2.40     -0.087
Deck + Haunch  :                       -0.041  2.30     -0.094
DL-Prec. (DC)  :                       -0.004  3.00     -0.013
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 34.90 ft
Prestress      :       0.067  1.80      0.121  2.20      0.148
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.046
Deck + Haunch  :                       -0.020  2.30     -0.046
DL-Prec. (DC)  :                       -0.002  3.00     -0.006
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.007
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
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
   361.9    41.5  1.435  267.3    1.5   1.25   1308.0  0.101T 1.00       -       -     -     -  
H/2     :   2.22
   324.2    41.5  1.300  267.6    1.3   1.14   1188.2  0.112T 1.00       -       -     -     -  
0.1L    :   3.43
   481.4    41.5  1.512  267.2    1.6   1.32   1376.4  0.096T 1.00       -       -     -     -  
0.2L    :   7.37
   892.0    41.5  1.837  266.6    1.9   1.60   1662.5  0.079T 1.00       -       -     -     -  
0.3L    :  11.30
  1157.0    41.5  2.161  266.0    2.2   1.88   1945.4  0.067T 1.00       -       -     -     -  
0.4L    :  15.23
  1311.5    41.5  2.170  266.0    2.2   1.89   1953.0  0.066T 1.00   1765.9  1744.3    1.11    -  
0.5L    :  19.17
  1355.1    41.5  2.170  266.0    2.2   1.89   1953.0  0.066T 1.00   1756.2  1756.2    1.11    -  
0.6L    :  23.10
  1311.4    41.5  2.170  266.0    2.2   1.89   1953.0  0.066T 1.00   1766.0  1744.2    1.11    -  
0.7L    :  27.03
  1156.9    41.5  2.161  266.0    2.2   1.88   1945.4  0.067T 1.00   1794.4  1538.7    1.08    -  
0.8L    :  30.97
   891.9    41.5  1.837  266.6    1.9   1.60   1662.5  0.079T 1.00       -       -     -     -  
0.9L    :  34.90
   481.4    41.5  1.512  267.2    1.6   1.32   1376.4  0.096T 1.00       -       -     -     -  
H/2     :  36.11
   324.2    41.5  1.300  267.6    1.3   1.14   1188.2  0.112T 1.00       -       -     -     -  
Transfer:  35.83
   361.9    41.5  1.435  267.3    1.5   1.25   1308.0  0.101T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 3; Groups 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.097
        M   2.00 Fb     0.345
 
  2   2 E  42.50 Ft     0.457
        M  42.50 Fb     0.165
 
  3   2 E   6.00 Ft     0.350
        M   6.00 Fb     0.518
 
  4   2 E   6.00 Ft     0.243
        M   6.00 Fb     0.870
 
  5   2 E   2.00 Ft     0.064
        M   2.00 Fb     1.280
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-C       
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:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  2.85 %               Final losses: 11.43 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.281     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.063       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)                  1952.99     1355.07     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   0.317     Midspan    1.800   0.041     Midspan
    Pre.Top:   3.000   0.813     Midspan    2.250   0.669     Midspan
    Pre.Bot:   3.000   0.894    Transfer    2.250   1.057    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.003     Bearing
    Pre.Bot:  -0.420   0.119     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.440     Midspan
    Pre.Bot:                                                             2.000   0.417    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      :       0.189  1.80      0.340  2.20      0.416
Self Wt.       :      -0.061  1.85     -0.113  2.40     -0.146
Deck + Haunch  :                       -0.071  2.30     -0.163
DL-Prec. (DC)  :                       -0.008  3.00     -0.023
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-C                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 16.000 in    Bot = 20.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  5.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  9.000 in                     Interior/Exterior  =   Interior
            Bot =  9.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  9.000 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     =  16.000 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       0.008      0.00       0.008   38.33
     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    =   30.42 in
Lower    =   11.91 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.768   (Calculated)    
Live Moment (1  lane  loaded)  : 0.588   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.990   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.829   (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                  =        564.5 in2           1266.6 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           384909 in4#
Ht. of c.g.           =        20.23 in             36.36 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        588.0 plf           1322.9 plf   
Mom. of Inertia (Iyy) =      10478.0 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     2.22     3.43     7.37    11.30    15.23    19.17
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    566.5    576.3    575.2    576.3    576.3    576.3    576.3    576.3
  Yb      ,  in    20.20    20.06    20.07    20.06    20.06    20.06    20.06    20.06
  MI(Ixx) , in4   116496   117193   117116   117193   117193   117193   117193   117193
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1268.7   1278.9   1277.7   1278.9   1278.9   1278.9   1278.9   1278.9
  Yb      ,  in    36.32    36.12    36.15    36.12    36.12    36.12    36.12    36.12
  MI(Ixx) , in4   386149   392291   391605   392291   392291   392291   392291   392291

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 11.70 in):
     4 @  2.000 in     4 @  6.000 in     2 @ 42.500 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.907 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.883 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.079 in
 
 
Span: 1, Beam: 4
 
ESTIMATED QUANTITIES
 
  Prestressing   Strands               Beam    Concrete  Stirrups  Longitudinal Bars 
   (linear ft) (LB/1000ft)   (LB)   Vol(C.Y.)   Wt(LB)     (LB)           (LB)       
-------------------------------------------------------------------------------------
       393.330         740 291.064      5.711 23128.674   240.492       6.806        
 
 
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      2.3957    Yes
      2      US#4[M13]       60.00        0.40       9.00       0.5200      2.0200     No
      2      US#4[M13]       60.00        0.40      10.50       2.0200      2.8999     No
      2      US#4[M13]       60.00        0.40      12.00       2.8999      4.8999     No
      2      US#4[M13]       60.00        0.40      12.75       4.8999      5.9692     No
      2      US#4[M13]       60.00        0.40      17.38       5.9692      7.4177     No
      2      US#4[M13]       60.00        0.40      21.00       7.4177      9.1680     No
      2      US#4[M13]       60.00        0.40      12.00       2.3957      5.3957    Yes
      2      US#4[M13]       60.00        0.40      13.75       5.3957      6.5417    Yes
      2      US#4[M13]       60.00        0.40      21.00       6.5417     32.7913    Yes
      2      US#4[M13]       60.00        0.40      13.75      32.7913     33.9373    Yes
      2      US#4[M13]       60.00        0.40      12.00      33.9373     36.9373    Yes
      2      US#4[M13]       60.00        0.40      21.00      30.1650     31.9154     No
      2      US#4[M13]       60.00        0.40      17.38      31.9154     33.3638     No
      2      US#4[M13]       60.00        0.40      12.75      33.3638     34.4331     No
      2      US#4[M13]       60.00        0.40      12.00      34.4331     36.4331     No
      2      US#4[M13]       60.00        0.40      10.50      36.4331     37.3130     No
      2      US#4[M13]       60.00        0.40       9.00      37.3130     38.8130     No
      2      US#4[M13]       60.00        0.40       9.00      36.9373     39.1873    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  5.0000       3.00 
      1 US#4[M13]           2.00 0.200 34.3330 39.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg = 11.70 in
         P_init    =      425.4 kips  Ecc =  8.53 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     5.59 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.871 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.87 ksi    0.00 ksi
    due to Composite Loads                                 -0.39 ksi    0.00 ksi
    due to Live Loads                                      -2.10 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                         6.85 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  5.59 ksi  ( 2.85 %)            16.80 ksi ( 8.57 %)
Total Prestress Losses                                    22.40 ksi (11.43 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.6 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 : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    26.3    23.6    35.2    67.1    89.8   103.5   108.0
(Max)       V      11.3     9.8    10.0     9.3     6.9     4.6     2.3     0.0
DL-Prec.  : M       0.0     3.5     3.1     4.7     9.0    12.0    13.8    14.4
DC(Max)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    32.9    29.4    44.0    83.8   112.2   129.3   135.0
Haunch (Max)V      14.1    12.2    12.5    11.6     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    11.9    17.7    33.8    45.2    52.1    54.4
DC(Max)     V       5.7     4.9     5.0     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     5.3     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.2     2.1     1.6     1.0     0.5     0.0
LL + I    : M+      0.0   147.2   131.9   195.3   357.7   457.5   514.6   528.9
            V      83.9    75.4    76.3    72.2    60.2    48.6     5.9    29.5
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    83.9    75.4    76.3    72.2    60.5    49.6    40.4    32.5
            M       0.0   148.1   133.0   195.3   346.1   434.6   478.1   483.7
Total     : M+      0.0   229.5   205.5   305.4   567.5   738.5   838.7   867.6
            V     119.1   106.0   107.5   101.2    82.0    63.1    13.3    29.6
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   119.1   106.0   107.5   101.2    82.3    64.1    47.8    32.7
            M       0.0   230.4   206.6   305.4   555.8   715.6   802.2   822.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.11   35.83   38.33
Self wt.  : M     103.5    89.8    67.1    35.2    23.6    26.3     0.0
(Max)       V       2.3     4.6     6.9     9.3    10.0     9.8    11.3
DL-Prec.  : M      13.8    12.0     9.0     4.7     3.1     3.5     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     129.3   112.2    83.8    44.0    29.4    32.9     0.0
Haunch (Max)V       2.9     5.8     8.7    11.6    12.5    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      52.1    45.2    33.8    17.7    11.9    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.0     4.9     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     5.3     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
LL + I    : M+    514.6   457.5   357.7   195.3   131.9   147.2     0.0
            V       5.9    48.6    60.2    72.2    76.3    75.4    83.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.4    49.6    60.5    72.2    76.3    75.4    83.9
            M     478.1   434.6   346.1   195.3   133.0   148.1     0.0
Total     : M+    838.6   738.5   567.5   305.4   205.5   229.5     0.0
            V      13.3    63.1    82.0   101.1   107.5   106.0   119.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    47.8    64.1    82.3   101.1   107.5   106.0   119.1
            M     802.1   715.6   555.8   305.4   206.6   230.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.3             11.3
Deck+Haunch            14.1             14.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.5              1.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           28.4             28.4
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    2.22    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    26.3    23.6    35.2    67.1    89.8   103.5   108.0
(Max)       V      11.3     9.8    10.0     9.3     6.9     4.6     2.3     0.0
DL-Prec.  : M       0.0     3.5     3.1     4.7     9.0    12.0    13.8    14.4
DC(Max)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    32.9    29.4    44.0    83.8   112.2   129.3   135.0
Haunch (Max)V      14.1    12.2    12.5    11.6     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    11.9    17.7    33.8    45.2    52.1    54.4
DC(Max)     V       5.7     4.9     5.0     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     5.3     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.2     2.1     1.6     1.0     0.5     0.0
LL + I    : M+      0.0   117.7   105.5   156.2   286.2   366.0   411.7   423.1
            V      67.1    60.3    61.1    57.8    48.2    38.9     4.7    23.6
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    67.1    60.3    61.1    57.8    48.4    39.6    32.4    26.0
            M       0.0   118.5   106.4   156.2   276.9   347.7   382.5   387.0
Total     : M+      0.0   200.0   179.2   266.3   495.9   647.0   735.8   761.9
            V     102.3    90.9    92.2    86.7    69.9    53.4    12.1    23.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   102.3    90.9    92.2    86.7    70.2    54.2    39.7    26.2
            M       0.0   200.8   180.0   266.3   486.6   628.7   706.6   725.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.11   35.83   38.33
Self wt.  : M     103.5    89.8    67.1    35.2    23.6    26.3     0.0
(Max)       V       2.3     4.6     6.9     9.3    10.0     9.8    11.3
DL-Prec.  : M      13.8    12.0     9.0     4.7     3.1     3.5     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     129.3   112.2    83.8    44.0    29.4    32.9     0.0
Haunch (Max)V       2.9     5.8     8.7    11.6    12.5    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      52.1    45.2    33.8    17.7    11.9    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.0     4.9     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     5.3     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
LL + I    : M+    411.7   366.0   286.2   156.2   105.5   117.7     0.0
            V       4.7    38.9    48.2    57.8    61.1    60.3    67.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    32.4    39.6    48.4    57.8    61.1    60.3    67.1
            M     382.5   347.7   276.9   156.2   106.4   118.5     0.0
Total     : M+    735.7   647.0   495.9   266.3   179.1   200.0     0.0
            V      12.1    53.4    69.9    86.7    92.2    90.9   102.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    39.7    54.2    70.2    86.7    92.2    90.9   102.3
            M     706.5   628.7   486.6   266.3   180.0   200.8     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    32.9    29.4    44.0    83.8   112.3   129.3   135.0
(Max)       V      14.1    12.3    12.5    11.6     8.7     5.8     2.9     0.0
Self wt.  : M       0.0    23.7    21.2    31.7    60.4    80.8    93.1    97.2
(Min)       V      10.1     8.8     9.0     8.3     6.2     4.2     2.1     0.0
DL-Prec.  : M       0.0     4.4     3.9     5.9    11.2    15.0    17.3    18.0
DC(Max)     V       1.9     1.6     1.7     1.5     1.2     0.8     0.4     0.0
DL-Prec.  : M       0.0     3.2     2.8     4.2     8.1    10.8    12.4    13.0
DC(Min)     V       1.4     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
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    36.8    55.0   104.8   140.3   161.6   168.7
Haunch (Max)V      17.6    15.3    15.6    14.5    10.8     7.2     3.6     0.0
Deck +    : M       0.0    29.6    26.5    39.6    75.4   101.0   116.4   121.5
Haunch (Min)V      12.7    11.0    11.2    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    14.8    22.2    42.2    56.5    65.1    68.0
DC(Max)     V       7.1     6.2     6.3     5.8     4.4     2.9     1.5     0.0
DL-Comp   : M       0.0    11.9    10.7    16.0    30.4    40.7    46.9    48.9
DC(Min)     V       5.1     4.4     4.5     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     8.9     7.9    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     3.4     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   257.5   230.9   341.8   626.0   800.6   900.6   925.6
            V     146.8   131.9   133.6   126.4   105.4    85.0    10.4    51.6
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   146.8   131.9   133.6   126.4   106.0    86.7    70.8    56.9
            M       0.0   259.2   232.8   341.8   605.6   760.5   836.7   846.5
Total     : M+      0.0   361.9   324.2   481.4   892.0  1157.0  1311.5  1355.1
            V     191.4   170.8   173.1   163.1   133.0   103.5    19.7    51.8
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   191.4   170.8   173.1   163.1   133.5   105.2    80.1    57.1
            M       0.0   363.5   326.1   481.4   871.6  1116.9  1247.6  1276.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.11   35.83   38.33
Self wt.  : M     129.3   112.3    83.8    44.0    29.4    32.9     0.0
(Max)       V       2.9     5.8     8.7    11.6    12.5    12.3    14.1
Self wt.  : M      93.1    80.8    60.4    31.7    21.2    23.7     0.0
(Min)       V       2.1     4.2     6.2     8.3     9.0     8.8    10.1
DL-Prec.  : M      17.3    15.0    11.2     5.9     3.9     4.4     0.0
DC(Max)     V       0.4     0.8     1.2     1.5     1.7     1.6     1.9
DL-Prec.  : M      12.4    10.8     8.1     4.2     2.8     3.2     0.0
DC(Min)     V       0.3     0.6     0.8     1.1     1.2     1.2     1.4
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
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     161.6   140.3   104.8    55.0    36.8    41.1     0.0
Haunch (Max)V       3.6     7.2    10.8    14.5    15.6    15.3    17.6
Deck +    : M     116.4   101.0    75.4    39.6    26.5    29.6     0.0
Haunch (Min)V       2.6     5.2     7.8    10.4    11.2    11.0    12.7
Diaphragm : M       2.7     2.0     1.3     0.6     0.4     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      65.1    56.5    42.2    22.2    14.8    16.6     0.0
DC(Max)     V       1.5     2.9     4.4     5.8     6.3     6.2     7.1
DL-Comp   : M      46.9    40.7    30.4    16.0    10.7    11.9     0.0
DC(Min)     V       1.0     2.1     3.1     4.2     4.5     4.4     5.1
DL-Comp   : M      34.8    30.2    22.6    11.9     7.9     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     3.4     3.8     0.0
DW(Min)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
LL + I    : M+    900.6   800.6   626.0   341.8   230.9   257.5     0.0
            V      10.4    85.0   105.4   126.4   133.6   131.9   146.8
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    70.8    86.7   106.0   126.4   133.6   131.9   146.8
            M     836.7   760.5   605.6   341.8   232.8   259.2     0.0
Total     : M+   1311.4  1156.9   891.9   481.4   324.2   361.9     0.0
            V      19.7   103.5   133.0   163.1   173.1   170.8   191.4
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    80.1   105.2   133.5   163.1   173.1   170.8   191.4
            M    1247.5  1116.8   871.6   481.4   326.1   363.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               14.1             14.1
Deck+Haunch            17.6             17.6
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.9              1.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           35.5             35.5
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    2.22    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    26.3    23.6    35.2    67.1    89.8   103.5   108.0
(Max)       V      11.3     9.8    10.0     9.3     6.9     4.6     2.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     3.5     3.1     4.7     9.0    12.0    13.8    14.4
DC(Max)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    32.9    29.4    44.0    83.8   112.2   129.3   135.0
Haunch (Max)V      14.1    12.2    12.5    11.6     8.7     5.8     2.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     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    11.9    17.7    33.8    45.2    52.1    54.4
DC(Max)     V       5.7     4.9     5.0     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     5.3     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.2     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   100.6    90.0   134.3   253.3   335.1   379.7   387.1
            V      65.0    57.8    58.7    55.2    48.5    41.8    35.2    28.5
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    65.0    57.8    58.7    55.2    48.5    41.8    35.2    28.5
            M       0.0   100.6    90.0   134.3   253.3   335.1   379.7   387.1
Total     : M+      0.0   182.9   163.7   244.4   463.1   616.2   703.8   725.9
            V     100.2    88.5    89.8    84.1    70.2    56.4    42.5    28.6
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   100.2    88.5    89.8    84.1    70.2    56.4    42.5    28.6
            M       0.0   182.9   163.7   244.4   463.1   616.2   703.8   725.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.11   35.83   38.33
Self wt.  : M     103.5    89.8    67.1    35.2    23.6    26.3     0.0
(Max)       V       2.3     4.6     6.9     9.3    10.0     9.8    11.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      13.8    12.0     9.0     4.7     3.1     3.5     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     129.3   112.2    83.8    44.0    29.4    32.9     0.0
Haunch (Max)V       2.9     5.8     8.7    11.6    12.5    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      52.1    45.2    33.8    17.7    11.9    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.0     4.9     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     5.3     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.2     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+    379.7   335.1   253.3   134.3    90.0   100.6     0.0
            V      35.2    41.8    48.5    55.2    58.7    57.8    65.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.2    41.8    48.5    55.2    58.7    57.8    65.0
            M     379.7   335.1   253.3   134.3    90.0   100.6     0.0
Total     : M+    703.8   616.2   463.0   244.4   163.7   182.9     0.0
            V      42.5    56.4    70.2    84.1    89.8    88.5   100.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    42.5    56.4    70.2    84.1    89.8    88.5   100.2
            M     703.8   616.2   463.0   244.4   163.7   182.9     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /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    0.082   0.105   0.186   0.244   0.279   0.290 
Bottom        -0.066  -0.084  -0.149  -0.196  -0.224  -0.234 
 
Prestress
Precast-top   -0.018  -0.018  -0.018  -0.018  -0.018  -0.018 
Bottom         1.346   1.346   1.346   1.346   1.346   1.346 
 
Total
Precast-top    0.063   0.086   0.168   0.226   0.260   0.272 
Bottom         1.281   1.262   1.197   1.150   1.122   1.113 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.28 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top   -0.003  -0.016  -0.015  -0.016  -0.016  -0.016  -0.016  -0.016
Bottom         0.206   1.208   1.097   1.208   1.208   1.208   1.208   1.208
 
Self wt.
Precast-top   -0.000   0.067   0.060   0.090   0.171   0.229   0.264   0.276
Bottom        -0.000  -0.054  -0.048  -0.072  -0.138  -0.184  -0.212  -0.222
 
DL-Prec (DC)
Precast-top   -0.000   0.009   0.008   0.012   0.023   0.031   0.035   0.037
Bottom        -0.000  -0.007  -0.006  -0.010  -0.018  -0.025  -0.028  -0.030
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.003   0.004   0.006   0.007
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.004  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.084   0.075   0.112   0.214   0.287   0.330   0.345
Bottom        -0.000  -0.068  -0.061  -0.090  -0.172  -0.231  -0.266  -0.277
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.006   0.009   0.018   0.024   0.027   0.028
Precast-top   -0.000   0.004   0.003   0.005   0.009   0.012   0.014   0.015
Bottom        -0.000  -0.015  -0.013  -0.020  -0.037  -0.050  -0.058  -0.060
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.004   0.008   0.011   0.012   0.013
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.007
Bottom        -0.000  -0.007  -0.006  -0.009  -0.017  -0.022  -0.026  -0.027
 
LL+I(+)
Topping-top   -0.000   0.077   0.069   0.102   0.187   0.239   0.268   0.276
Precast-top   -0.000   0.040   0.036   0.053   0.097   0.124   0.140   0.144
Bottom        -0.000  -0.163  -0.146  -0.216  -0.395  -0.506  -0.569  -0.584
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.087   0.078   0.115   0.212   0.273   0.308   0.317 
Precast-top   -0.003   0.190   0.170   0.259   0.505   0.676   0.779   0.813 
Bottom         0.206   0.894   0.816   0.790   0.428   0.187   0.045   0.002 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.010   0.009   0.013   0.025   0.034   0.039   0.041 
Precast-top   -0.003   0.150   0.134   0.206   0.408   0.552   0.639   0.669 
Bottom         0.206   1.057   0.962   1.006   0.824   0.693   0.614   0.587 
 

 
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    0.082   0.105   0.186   0.244   0.279   0.290 
Bottom        -0.066  -0.084  -0.149  -0.196  -0.224  -0.234 
 
Prestress
Precast-top   -0.018  -0.018  -0.018  -0.018  -0.018  -0.018 
Bottom         1.346   1.346   1.346   1.346   1.346   1.346 
 
Total
Precast-top    0.063   0.086   0.168   0.226   0.260   0.272 
Bottom         1.281   1.262   1.197   1.150   1.122   1.113 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.200   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.28 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top   -0.003  -0.016  -0.015  -0.016  -0.016  -0.016  -0.016  -0.016
Bottom         0.206   1.208   1.097   1.208   1.208   1.208   1.208   1.208
 
Self wt.
Precast-top   -0.000   0.067   0.060   0.090   0.171   0.229   0.264   0.276
Bottom        -0.000  -0.054  -0.048  -0.072  -0.138  -0.184  -0.212  -0.222
 
DL-Prec (DC)
Precast-top   -0.000   0.009   0.008   0.012   0.023   0.031   0.035   0.037
Bottom        -0.000  -0.007  -0.006  -0.010  -0.018  -0.025  -0.028  -0.030
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.003   0.004   0.006   0.007
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.004  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.084   0.075   0.112   0.214   0.287   0.330   0.345
Bottom        -0.000  -0.068  -0.061  -0.090  -0.172  -0.231  -0.266  -0.277
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.006   0.009   0.018   0.024   0.027   0.028
Precast-top   -0.000   0.004   0.003   0.005   0.009   0.012   0.014   0.015
Bottom        -0.000  -0.015  -0.013  -0.020  -0.037  -0.050  -0.058  -0.060
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.004   0.008   0.011   0.012   0.013
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.007
Bottom        -0.000  -0.007  -0.006  -0.009  -0.017  -0.022  -0.026  -0.027
 
LL+I(+)
Topping-top   -0.000   0.061   0.055   0.081   0.149   0.191   0.215   0.221
Precast-top   -0.000   0.032   0.029   0.042   0.078   0.099   0.112   0.115
Bottom        -0.000  -0.130  -0.117  -0.173  -0.316  -0.404  -0.455  -0.468
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.071   0.064   0.095   0.175   0.225   0.254   0.262 
Precast-top   -0.003   0.182   0.163   0.249   0.485   0.652   0.751   0.784 
Bottom         0.206   0.927   0.845   0.833   0.507   0.288   0.159   0.119 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
F_LL+I(+)
Topping-top   -0.000   0.052   0.047   0.070   0.132   0.175   0.198   0.202
Precast-top   -0.000   0.027   0.024   0.036   0.069   0.091   0.103   0.105
Bottom        -0.000  -0.111  -0.100  -0.148  -0.280  -0.370  -0.420  -0.428
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.057   0.051   0.077   0.145   0.192   0.218   0.222 
Precast-top   -0.001   0.102   0.091   0.140   0.273   0.367   0.423   0.440 
Bottom         0.103   0.417   0.381   0.355   0.132  -0.024  -0.113  -0.134 
 

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
    191.4    9.0   49.2    0.191   0.0   6.00e-3 50.0    185.4     0.899    0.533      1.35
      0.0    0.2   49.1     31.5 0.096      27.3 0.87    24.00     0.127    0.645*
Transfer:   3.00
    170.8    9.0   49.2    1.148   0.0   3.81e-3 42.3    151.3     0.567    0.800      0.00
    363.5    1.3   48.6    189.0 0.087      38.5 1.24    24.00     0.127    1.328 
Critical:   4.55
    157.9    9.0   49.2    1.251   0.0   2.23e-3 36.8    120.0     0.370    0.800      0.00
    561.1    1.4   48.6    189.0 0.080      55.5 1.80    24.00     0.127    1.796 
0.1L    :   3.93
    163.1    9.0   49.2    1.210   0.0   2.83e-3 38.9    133.7     0.444    0.800      0.00
    481.4    1.3   48.6    189.0 0.083      47.5 1.54    24.00     0.127    1.591 
0.2L    :   7.87
    133.5    9.0   49.2    1.469   0.0   1.71e-3 35.0     83.6     0.241    0.457      0.00
    871.6    1.6   48.5    189.0 0.068      64.8 2.10    24.00     0.127    1.503 
0.3L    :  11.80
    105.2    9.0   49.2    1.729   0.0   1.13e-3 33.0     37.1     0.127    0.229      0.00
   1116.9    1.9   48.3    189.0 0.054      79.8 2.60    24.00     0.127    1.411 
0.4L    :  15.73
     80.1    9.0   49.2    1.736   0.0   1.25e-3 33.4     12.9     0.127    0.229      0.00
   1247.6    1.9   48.3    189.0 0.041      76.1 2.48    24.00     0.127    1.797 
0.5L    :  19.67
     57.1    9.0   49.2    1.736   0.0   0.93e-3 32.3      0.0     0.127    0.229      0.00
   1276.0    1.9   48.3    189.0 0.029      86.9 2.83    24.00     0.127    2.749 
0.6L    :  23.60
     80.1    9.0   49.2    1.736   0.0   1.25e-3 33.4     12.9     0.127    0.229      0.00
   1247.5    1.9   48.3    189.0 0.041      76.1 2.48    24.00     0.127    1.797 
0.7L    :  27.53
    105.2    9.0   49.2    1.729   0.0   1.13e-3 33.0     37.1     0.127    0.229      0.00
   1116.8    1.9   48.3    189.0 0.054      79.8 2.60    24.00     0.127    1.411 
0.8L    :  31.47
    133.5    9.0   49.2    1.469   0.0   1.71e-3 35.0     83.6     0.241    0.457      0.00
    871.6    1.6   48.5    189.0 0.068      64.8 2.10    24.00     0.127    1.503 
0.9L    :  35.40
    163.1    9.0   49.2    1.210   0.0   2.83e-3 38.9    133.7     0.444    0.800      0.00
    481.4    1.3   48.6    189.0 0.083      47.5 1.54    24.00     0.127    1.592 
Critical:  34.79
    157.9    9.0   49.2    1.251   0.0   2.23e-3 36.8    120.0     0.370    0.800      0.00
    561.1    1.4   48.6    189.0 0.080      55.5 1.80    24.00     0.127    1.796 
Transfer:  36.33
    170.8    9.0   49.2    1.148   0.0   3.81e-3 42.3    151.3     0.567    0.800      0.00
    363.5    1.3   48.6    189.0 0.087      38.5 1.24    24.00     0.127    1.328 
Bearing :  38.83
    191.4    9.0   49.2    0.191   0.0   6.00e-3 50.0    185.4     0.899    0.533      1.35
      0.0    0.2   49.1     31.5 0.096      27.3 0.87    24.00     0.127    0.645*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    0.85
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 4
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 12.00(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
    191.4      4.33     49.25    0.21       49.14    24.00      0.120      1.143      0.194      0.533 
Transfer:      2.50
    170.8      3.90     49.25    1.25       48.62    24.00      0.120      1.001      0.109      0.400 
Critical:      4.05
    158.0      3.61     49.25    1.36       48.57    24.00      0.120      0.905      0.051      0.400 
0.1L    :      3.43
    163.1      3.73     49.25    1.32       48.59    24.00      0.120      0.943      0.074      0.400 
0.2L    :      7.37
    133.5      3.06     49.25    1.60       48.45    24.00      0.120      0.721      0.000      0.229 
0.3L    :     11.30
    105.2      2.42     49.25    1.88       48.31    24.00      0.120      0.506      0.000      0.229 
0.4L    :     15.23
     80.1      1.84     49.25    1.89       48.31    24.00      0.120      0.314      0.000      0.229 
0.5L    :     19.17
     57.1      1.31     49.25    1.89       48.31    24.00      0.120      0.138      0.000      0.229 
0.6L    :     23.10
     80.1      1.84     49.25    1.89       48.31    24.00      0.120      0.314      0.000      0.229 
0.7L    :     27.03
    105.2      2.42     49.25    1.88       48.31    24.00      0.120      0.506      0.000      0.229 
0.8L    :     30.97
    133.5      3.06     49.25    1.60       48.45    24.00      0.120      0.721      0.000      0.229 
0.9L    :     34.90
    163.1      3.73     49.25    1.32       48.59    24.00      0.120      0.943      0.074      0.400 
Critical:     34.29
    158.0      3.61     49.25    1.36       48.57    24.00      0.120      0.905      0.051      0.400 
Transfer:     35.83
    170.8      3.90     49.25    1.25       48.62    24.00      0.120      1.001      0.109      0.400 
Bearing :     38.33
    191.4      4.33     49.25    0.21       49.14    24.00      0.120      1.143      0.194      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      :       0.067  1.80      0.121  2.20      0.148
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.046
Deck + Haunch  :                       -0.020  2.30     -0.046
DL-Prec. (DC)  :                       -0.002  3.00     -0.006
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.007
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 7.37 ft
Prestress      :       0.120  1.80      0.217  2.20      0.265
Self Wt.       :      -0.036  1.85     -0.067  2.40     -0.087
Deck + Haunch  :                       -0.041  2.30     -0.094
DL-Prec. (DC)  :                       -0.004  3.00     -0.013
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 11.30 ft
Prestress      :       0.158  1.80      0.285  2.20      0.349
Self Wt.       :      -0.050  1.85     -0.092  2.40     -0.119
Deck + Haunch  :                       -0.057  2.30     -0.131
DL-Prec. (DC)  :                       -0.006  3.00     -0.018
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 15.23 ft
Prestress      :       0.181  1.80      0.326  2.20      0.399
Self Wt.       :      -0.058  1.85     -0.107  2.40     -0.139
Deck + Haunch  :                       -0.067  2.30     -0.155
DL-Prec. (DC)  :                       -0.007  3.00     -0.022
Diaphragm      :                       -0.001  3.00     -0.003
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 0.5 x L = 19.17 ft
Prestress      :       0.189  1.80      0.340  2.20      0.416
Self Wt.       :      -0.061  1.85     -0.113  2.40     -0.146
Deck + Haunch  :                       -0.071  2.30     -0.163
DL-Prec. (DC)  :                       -0.008  3.00     -0.023
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 23.10 ft
Prestress      :       0.181  1.80      0.326  2.20      0.399
Self Wt.       :      -0.058  1.85     -0.107  2.40     -0.139
Deck + Haunch  :                       -0.067  2.30     -0.155
DL-Prec. (DC)  :                       -0.007  3.00     -0.022
Diaphragm      :                       -0.001  3.00     -0.003
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 0.7 x L = 27.03 ft
Prestress      :       0.158  1.80      0.285  2.20      0.349
Self Wt.       :      -0.050  1.85     -0.092  2.40     -0.119
Deck + Haunch  :                       -0.057  2.30     -0.131
DL-Prec. (DC)  :                       -0.006  3.00     -0.018
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 30.97 ft
Prestress      :       0.120  1.80      0.217  2.20      0.265
Self Wt.       :      -0.036  1.85     -0.067  2.40     -0.087
Deck + Haunch  :                       -0.041  2.30     -0.094
DL-Prec. (DC)  :                       -0.004  3.00     -0.013
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 34.90 ft
Prestress      :       0.067  1.80      0.121  2.20      0.148
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.046
Deck + Haunch  :                       -0.020  2.30     -0.046
DL-Prec. (DC)  :                       -0.002  3.00     -0.006
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.007
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
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
   361.9    41.5  1.435  267.3    1.5   1.25   1308.0  0.101T 1.00       -       -     -     -  
H/2     :   2.22
   324.2    41.5  1.300  267.6    1.3   1.14   1188.2  0.112T 1.00       -       -     -     -  
0.1L    :   3.43
   481.4    41.5  1.512  267.2    1.6   1.32   1376.4  0.096T 1.00       -       -     -     -  
0.2L    :   7.37
   892.0    41.5  1.837  266.6    1.9   1.60   1662.5  0.079T 1.00       -       -     -     -  
0.3L    :  11.30
  1157.0    41.5  2.161  266.0    2.2   1.88   1945.4  0.067T 1.00       -       -     -     -  
0.4L    :  15.23
  1311.5    41.5  2.170  266.0    2.2   1.89   1953.0  0.066T 1.00   1765.9  1744.3    1.11    -  
0.5L    :  19.17
  1355.1    41.5  2.170  266.0    2.2   1.89   1953.0  0.066T 1.00   1756.2  1756.2    1.11    -  
0.6L    :  23.10
  1311.4    41.5  2.170  266.0    2.2   1.89   1953.0  0.066T 1.00   1766.0  1744.2    1.11    -  
0.7L    :  27.03
  1156.9    41.5  2.161  266.0    2.2   1.88   1945.4  0.067T 1.00   1794.4  1538.7    1.08    -  
0.8L    :  30.97
   891.9    41.5  1.837  266.6    1.9   1.60   1662.5  0.079T 1.00       -       -     -     -  
0.9L    :  34.90
   481.4    41.5  1.512  267.2    1.6   1.32   1376.4  0.096T 1.00       -       -     -     -  
H/2     :  36.11
   324.2    41.5  1.300  267.6    1.3   1.14   1188.2  0.112T 1.00       -       -     -     -  
Transfer:  35.83
   361.9    41.5  1.435  267.3    1.5   1.25   1308.0  0.101T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 4; Groups 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.097
        M   2.00 Fb     0.345
 
  2   2 E  42.50 Ft     0.457
        M  42.50 Fb     0.165
 
  3   2 E   6.00 Ft     0.350
        M   6.00 Fb     0.518
 
  4   2 E   6.00 Ft     0.243
        M   6.00 Fb     0.870
 
  5   2 E   2.00 Ft     0.064
        M   2.00 Fb     1.280
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-C       
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:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  2.85 %               Final losses: 11.43 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.281     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.063       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)                  1952.99     1355.07     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   0.317     Midspan    1.800   0.041     Midspan
    Pre.Top:   3.000   0.813     Midspan    2.250   0.669     Midspan
    Pre.Bot:   3.000   0.894    Transfer    2.250   1.057    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.003     Bearing
    Pre.Bot:  -0.420   0.119     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.440     Midspan
    Pre.Bot:                                                             2.000   0.417    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      :       0.189  1.80      0.340  2.20      0.416
Self Wt.       :      -0.061  1.85     -0.113  2.40     -0.146
Deck + Haunch  :                       -0.071  2.30     -0.163
DL-Prec. (DC)  :                       -0.008  3.00     -0.023
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-C                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 16.000 in    Bot = 20.000 in  Beam Spac. Lt./Rt. =   7.50/  3.08 ft
     thick: Top =  5.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  9.000 in                     Interior/Exterior  =   Exterior
            Bot =  9.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  9.000 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     =  16.000 in
Effective width  =  82.008 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.060      0.00       0.060   38.33
     DC  Line       0.008      0.00       0.008   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    =   30.42 in
Lower    =   11.91 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.717   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.745   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.803   (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                  =        564.5 in2           1205.0 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           373625 in4#
Ht. of c.g.           =        20.23 in             35.69 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        588.0 plf           1258.4 plf   
Mom. of Inertia (Iyy) =      10478.0 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     2.22     3.43     7.37    11.30    15.23    19.17
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    566.5    576.3    575.2    576.3    576.3    576.3    576.3    576.3
  Yb      ,  in    20.20    20.06    20.07    20.06    20.06    20.06    20.06    20.06
  MI(Ixx) , in4   116496   117193   117116   117193   117193   117193   117193   117193
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1207.0   1217.2   1216.1   1217.2   1217.2   1217.2   1217.2   1217.2
  Yb      ,  in    35.65    35.45    35.47    35.45    35.45    35.45    35.45    35.45
  MI(Ixx) , in4   374799   380610   379961   380610   380610   380610   380610   380610

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 11.70 in):
     4 @  2.000 in     4 @  6.000 in     2 @ 42.500 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.877 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.846 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.079 in
 
 
Span: 1, Beam: 5
 
ESTIMATED QUANTITIES
 
  Prestressing   Strands               Beam    Concrete  Stirrups  Longitudinal Bars 
   (linear ft) (LB/1000ft)   (LB)   Vol(C.Y.)   Wt(LB)     (LB)           (LB)       
-------------------------------------------------------------------------------------
       393.330         740 291.064      5.711 23128.674   240.492       6.806        
 
 
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      2.3957    Yes
      2      US#4[M13]       60.00        0.40       9.00       0.5200      2.0200     No
      2      US#4[M13]       60.00        0.40      10.50       2.0200      2.8999     No
      2      US#4[M13]       60.00        0.40      12.00       2.8999      4.8999     No
      2      US#4[M13]       60.00        0.40      12.75       4.8999      5.9692     No
      2      US#4[M13]       60.00        0.40      17.38       5.9692      7.4177     No
      2      US#4[M13]       60.00        0.40      21.00       7.4177      9.1680     No
      2      US#4[M13]       60.00        0.40      12.00       2.3957      5.3957    Yes
      2      US#4[M13]       60.00        0.40      13.75       5.3957      6.5417    Yes
      2      US#4[M13]       60.00        0.40      21.00       6.5417     32.7913    Yes
      2      US#4[M13]       60.00        0.40      13.75      32.7913     33.9373    Yes
      2      US#4[M13]       60.00        0.40      12.00      33.9373     36.9373    Yes
      2      US#4[M13]       60.00        0.40      21.00      30.1650     31.9154     No
      2      US#4[M13]       60.00        0.40      17.38      31.9154     33.3638     No
      2      US#4[M13]       60.00        0.40      12.75      33.3638     34.4331     No
      2      US#4[M13]       60.00        0.40      12.00      34.4331     36.4331     No
      2      US#4[M13]       60.00        0.40      10.50      36.4331     37.3130     No
      2      US#4[M13]       60.00        0.40       9.00      37.3130     38.8130     No
      2      US#4[M13]       60.00        0.40       9.00      36.9373     39.1873    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  5.0000       3.00 
      1 US#4[M13]           2.00 0.200 34.3330 39.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg = 11.70 in
         P_init    =      425.4 kips  Ecc =  8.53 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     5.59 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.871 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.85 ksi    0.00 ksi
    due to Composite Loads                                 -0.39 ksi    0.00 ksi
    due to Live Loads                                      -1.97 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                         6.85 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  5.59 ksi  ( 2.85 %)            16.96 ksi ( 8.65 %)
Total Prestress Losses                                    22.55 ksi (11.50 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.5 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    2.22    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    26.3    23.6    35.2    67.1    89.8   103.5   108.0
(Max)       V      11.3     9.8    10.0     9.3     6.9     4.6     2.3     0.0
DL-Prec.  : M       0.0     5.9     5.3     7.9    15.1    20.2    23.3    24.3
DC(Max)     V       2.5     2.2     2.2     2.1     1.6     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    26.9    40.2    76.5   102.4   117.9   123.1
Haunch (Max)V      12.8    11.2    11.4    10.5     7.9     5.3     2.6     0.0
Diaphragm : M       0.0     0.2     0.2     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    11.9    17.7    33.8    45.2    52.1    54.4
DC(Max)     V       5.7     4.9     5.0     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     5.3     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.2     2.1     1.6     1.0     0.5     0.0
LL + I    : M+      0.0   137.4   123.1   182.3   333.9   427.0   480.3   493.7
            V      68.0    61.1    61.9    58.6    48.9    39.4     4.8    23.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    68.0    61.1    61.9    58.6    49.1    40.2    32.8    26.4
            M       0.0   138.2   124.1   182.3   323.0   405.6   446.2   451.5
Total     : M+      0.0   219.0   196.2   291.5   541.9   705.6   801.4   829.1
            V     103.0    91.5    92.8    87.3    70.4    53.8    12.0    24.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   103.0    91.5    92.8    87.3    70.6    54.6    40.0    26.4
            M       0.0   219.9   197.2   291.5   531.0   684.2   767.3   786.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.11   35.83   38.33
Self wt.  : M     103.5    89.8    67.1    35.2    23.6    26.3     0.0
(Max)       V       2.3     4.6     6.9     9.3    10.0     9.8    11.3
DL-Prec.  : M      23.3    20.2    15.1     7.9     5.3     5.9     0.0
DC(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     117.9   102.4    76.5    40.2    26.9    30.0     0.0
Haunch (Max)V       2.6     5.3     7.9    10.5    11.4    11.2    12.8
Diaphragm : M       1.1     0.8     0.5     0.2     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      52.1    45.2    33.8    17.7    11.9    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.0     4.9     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     5.3     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
LL + I    : M+    480.3   427.0   333.9   182.3   123.1   137.4     0.0
            V       4.8    39.4    48.9    58.6    61.9    61.1    68.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    32.8    40.2    49.1    58.6    61.9    61.1    68.0
            M     446.2   405.6   323.0   182.3   124.1   138.2     0.0
Total     : M+    801.4   705.6   541.9   291.5   196.2   219.0     0.0
            V      12.0    53.8    70.4    87.3    92.8    91.5   103.0
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    40.0    54.6    70.6    87.3    92.8    91.5   103.0
            M     767.3   684.2   531.0   291.5   197.2   219.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.3             11.3
Deck+Haunch            12.8             12.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.5              2.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           28.4             28.4
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    2.22    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    26.3    23.6    35.2    67.1    89.8   103.5   108.0
(Max)       V      11.3     9.8    10.0     9.3     6.9     4.6     2.3     0.0
DL-Prec.  : M       0.0     5.9     5.3     7.9    15.1    20.2    23.3    24.3
DC(Max)     V       2.5     2.2     2.2     2.1     1.6     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    26.9    40.2    76.5   102.4   117.9   123.1
Haunch (Max)V      12.8    11.2    11.4    10.5     7.9     5.3     2.6     0.0
Diaphragm : M       0.0     0.2     0.2     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    11.9    17.7    33.8    45.2    52.1    54.4
DC(Max)     V       5.7     4.9     5.0     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     5.9     5.3     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.2     2.1     1.6     1.0     0.5     0.0
LL + I    : M+      0.0   109.9    98.5   145.8   267.1   341.6   384.3   394.9
            V      54.4    48.9    49.5    46.9    39.1    31.5     3.8    19.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    54.4    48.9    49.5    46.9    39.3    32.2    26.2    21.1
            M       0.0   110.6    99.3   145.8   258.4   324.5   357.0   361.2
Total     : M+      0.0   191.5   171.5   255.1   475.1   620.2   705.4   730.4
            V      89.4    79.3    80.4    75.5    60.6    45.9    11.1    19.2
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    89.4    79.3    80.4    75.5    60.8    46.5    33.5    21.2
            M       0.0   192.2   172.3   255.1   466.4   603.1   678.1   696.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.11   35.83   38.33
Self wt.  : M     103.5    89.8    67.1    35.2    23.6    26.3     0.0
(Max)       V       2.3     4.6     6.9     9.3    10.0     9.8    11.3
DL-Prec.  : M      23.3    20.2    15.1     7.9     5.3     5.9     0.0
DC(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     117.9   102.4    76.5    40.2    26.9    30.0     0.0
Haunch (Max)V       2.6     5.3     7.9    10.5    11.4    11.2    12.8
Diaphragm : M       1.1     0.8     0.5     0.2     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      52.1    45.2    33.8    17.7    11.9    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.0     4.9     5.7
DL-Comp   : M      23.2    20.2    15.1     7.9     5.3     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
LL + I    : M+    384.3   341.6   267.1   145.8    98.5   109.9     0.0
            V       3.8    31.5    39.1    46.9    49.5    48.9    54.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    26.2    32.2    39.3    46.9    49.5    48.9    54.4
            M     357.0   324.5   258.4   145.8    99.3   110.6     0.0
Total     : M+    705.3   620.2   475.1   255.0   171.5   191.5     0.0
            V      11.1    45.9    60.6    75.5    80.4    79.3    89.4
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    33.5    46.5    60.8    75.5    80.4    79.3    89.4
            M     678.1   603.1   466.4   255.0   172.3   192.2     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    32.9    29.4    44.0    83.8   112.3   129.3   135.0
(Max)       V      14.1    12.3    12.5    11.6     8.7     5.8     2.9     0.0
Self wt.  : M       0.0    23.7    21.2    31.7    60.4    80.8    93.1    97.2
(Min)       V      10.1     8.8     9.0     8.3     6.2     4.2     2.1     0.0
DL-Prec.  : M       0.0     7.4     6.6     9.9    18.9    25.3    29.1    30.4
DC(Max)     V       3.2     2.8     2.8     2.6     2.0     1.3     0.7     0.0
DL-Prec.  : M       0.0     5.3     4.8     7.1    13.6    18.2    21.0    21.9
DC(Min)     V       2.3     2.0     2.0     1.9     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    37.5    33.6    50.2    95.6   128.0   147.4   153.9
Haunch (Max)V      16.1    14.0    14.2    13.2     9.9     6.6     3.3     0.0
Deck +    : M       0.0    27.0    24.2    36.1    68.8    92.2   106.2   110.8
Haunch (Min)V      11.6    10.1    10.2     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    14.8    22.2    42.2    56.5    65.1    68.0
DC(Max)     V       7.1     6.2     6.3     5.8     4.4     2.9     1.5     0.0
DL-Comp   : M       0.0    11.9    10.7    16.0    30.4    40.7    46.9    48.9
DC(Min)     V       5.1     4.4     4.5     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     8.9     7.9    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     3.4     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   240.4   215.5   319.0   584.3   747.3   840.6   863.9
            V     119.0   107.0   108.4   102.5    85.5    69.0     8.4    41.9
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   119.0   107.0   108.4   102.5    85.9    70.3    57.4    46.2
            M       0.0   241.9   217.3   319.0   565.3   709.8   780.9   790.2
Total     : M+      0.0   343.9   308.1   457.5   848.1  1100.6  1247.8  1289.3
            V     163.3   145.5   147.5   138.9   112.8    87.2    17.6    41.9
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   163.3   145.5   147.5   138.9   113.2    88.6    66.6    46.3
            M       0.0   345.4   309.9   457.5   829.0  1063.1  1188.1  1215.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.11   35.83   38.33
Self wt.  : M     129.3   112.3    83.8    44.0    29.4    32.9     0.0
(Max)       V       2.9     5.8     8.7    11.6    12.5    12.3    14.1
Self wt.  : M      93.1    80.8    60.4    31.7    21.2    23.7     0.0
(Min)       V       2.1     4.2     6.2     8.3     9.0     8.8    10.1
DL-Prec.  : M      29.1    25.3    18.9     9.9     6.6     7.4     0.0
DC(Max)     V       0.7     1.3     2.0     2.6     2.8     2.8     3.2
DL-Prec.  : M      21.0    18.2    13.6     7.1     4.8     5.3     0.0
DC(Min)     V       0.5     0.9     1.4     1.9     2.0     2.0     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     147.4   128.0    95.6    50.2    33.6    37.5     0.0
Haunch (Max)V       3.3     6.6     9.9    13.2    14.2    14.0    16.1
Deck +    : M     106.2    92.2    68.8    36.1    24.2    27.0     0.0
Haunch (Min)V       2.4     4.7     7.1     9.5    10.2    10.1    11.6
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      65.1    56.5    42.2    22.2    14.8    16.6     0.0
DC(Max)     V       1.5     2.9     4.4     5.8     6.3     6.2     7.1
DL-Comp   : M      46.9    40.7    30.4    16.0    10.7    11.9     0.0
DC(Min)     V       1.0     2.1     3.1     4.2     4.5     4.4     5.1
DL-Comp   : M      34.8    30.2    22.6    11.9     7.9     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     3.4     3.8     0.0
DW(Min)     V       0.3     0.7     1.0     1.3     1.5     1.4     1.6
LL + I    : M+    840.6   747.3   584.3   319.0   215.5   240.4     0.0
            V       8.4    69.0    85.5   102.5   108.4   107.0   119.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.4    70.3    85.9   102.5   108.4   107.0   119.0
            M     780.9   709.8   565.3   319.0   217.3   241.9     0.0
Total     : M+   1247.7  1100.6   848.1   457.5   308.1   343.9     0.0
            V      17.6    87.2   112.8   138.9   147.5   145.5   163.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    66.6    88.6   113.2   138.9   147.5   145.5   163.3
            M    1188.1  1063.1   829.0   457.5   309.9   345.4     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               14.1             14.1
Deck+Haunch            16.1             16.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.2              3.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           35.5             35.5
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    2.22    3.43    7.37   11.30   15.23   19.17
Self wt.  : M       0.0    26.3    23.6    35.2    67.1    89.8   103.5   108.0
(Max)       V      11.3     9.8    10.0     9.3     6.9     4.6     2.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     5.9     5.3     7.9    15.1    20.2    23.3    24.3
DC(Max)     V       2.5     2.2     2.2     2.1     1.6     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    26.9    40.2    76.5   102.4   117.9   123.1
Haunch (Max)V      12.8    11.2    11.4    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     0.2     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    11.9    17.7    33.8    45.2    52.1    54.4
DC(Max)     V       5.7     4.9     5.0     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     5.3     7.9    15.1    20.2    23.2    24.2
DW(Max)     V       2.5     2.2     2.2     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    98.1   146.3   276.0   365.1   413.7   421.7
            V      63.0    56.0    56.8    53.5    47.0    40.5    34.1    27.6
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    63.0    56.0    56.8    53.5    47.0    40.5    34.1    27.6
            M       0.0   109.6    98.1   146.3   276.0   365.1   413.7   421.7
Total     : M+      0.0   191.2   171.1   255.5   483.9   643.7   734.8   757.1
            V      97.9    86.4    87.7    82.1    68.5    54.9    41.3    27.7
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    97.9    86.4    87.7    82.1    68.5    54.9    41.3    27.7
            M       0.0   191.2   171.1   255.5   483.9   643.7   734.8   757.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    23.10   27.03   30.97   34.90   36.11   35.83   38.33
Self wt.  : M     103.5    89.8    67.1    35.2    23.6    26.3     0.0
(Max)       V       2.3     4.6     6.9     9.3    10.0     9.8    11.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      23.3    20.2    15.1     7.9     5.3     5.9     0.0
DC(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
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     117.9   102.4    76.5    40.2    26.9    30.0     0.0
Haunch (Max)V       2.6     5.3     7.9    10.5    11.4    11.2    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     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      52.1    45.2    33.8    17.7    11.9    13.3     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.0     4.9     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     5.3     5.9     0.0
DW(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    413.7   365.1   276.0   146.3    98.1   109.6     0.0
            V      34.1    40.5    47.0    53.5    56.8    56.0    63.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    34.1    40.5    47.0    53.5    56.8    56.0    63.0
            M     413.7   365.1   276.0   146.3    98.1   109.6     0.0
Total     : M+    734.7   643.7   483.9   255.5   171.1   191.2     0.0
            V      41.3    54.9    68.5    82.1    87.7    86.4    97.9
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    41.3    54.9    68.5    82.1    87.7    86.4    97.9
            M     734.7   643.7   483.9   255.5   171.1   191.2     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    0.082   0.105   0.186   0.244   0.279   0.290 
Bottom        -0.066  -0.084  -0.149  -0.196  -0.224  -0.234 
 
Prestress
Precast-top   -0.018  -0.018  -0.018  -0.018  -0.018  -0.018 
Bottom         1.346   1.346   1.346   1.346   1.346   1.346 
 
Total
Precast-top    0.063   0.086   0.168   0.226   0.260   0.272 
Bottom         1.281   1.262   1.197   1.150   1.122   1.113 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.28 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top   -0.003  -0.016  -0.015  -0.016  -0.016  -0.016  -0.016  -0.016
Bottom         0.206   1.208   1.097   1.208   1.208   1.208   1.208   1.208
 
Self wt.
Precast-top   -0.000   0.067   0.060   0.090   0.171   0.229   0.264   0.276
Bottom        -0.000  -0.054  -0.048  -0.072  -0.138  -0.184  -0.212  -0.222
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.014   0.020   0.039   0.052   0.059   0.062
Bottom        -0.000  -0.012  -0.011  -0.016  -0.031  -0.042  -0.048  -0.050
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.001   0.002   0.003   0.003
Bottom        -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.002  -0.003
 
Deck + Haunch
Precast-top   -0.000   0.077   0.069   0.103   0.195   0.262   0.301   0.315
Bottom        -0.000  -0.062  -0.055  -0.082  -0.157  -0.210  -0.242  -0.253
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.007   0.010   0.019   0.025   0.029   0.030
Precast-top   -0.000   0.004   0.004   0.005   0.010   0.014   0.016   0.016
Bottom        -0.000  -0.015  -0.013  -0.020  -0.038  -0.051  -0.058  -0.061
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.004   0.008   0.011   0.013   0.014
Precast-top   -0.000   0.002   0.002   0.002   0.005   0.006   0.007   0.007
Bottom        -0.000  -0.007  -0.006  -0.009  -0.017  -0.023  -0.026  -0.027
 
LL+I(+)
Topping-top   -0.000   0.077   0.069   0.102   0.186   0.238   0.268   0.276
Precast-top   -0.000   0.041   0.037   0.055   0.101   0.129   0.145   0.149
Bottom        -0.000  -0.154  -0.138  -0.204  -0.373  -0.477  -0.537  -0.552
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.087   0.078   0.116   0.214   0.275   0.310   0.320 
Precast-top   -0.003   0.190   0.170   0.260   0.505   0.676   0.779   0.812 
Bottom         0.206   0.905   0.825   0.804   0.453   0.220   0.082   0.041 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.011   0.010   0.014   0.027   0.037   0.042   0.044 
Precast-top   -0.003   0.149   0.133   0.205   0.405   0.548   0.634   0.663 
Bottom         0.206   1.058   0.963   1.008   0.826   0.697   0.619   0.593 
 

 
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    0.082   0.105   0.186   0.244   0.279   0.290 
Bottom        -0.066  -0.084  -0.149  -0.196  -0.224  -0.234 
 
Prestress
Precast-top   -0.018  -0.018  -0.018  -0.018  -0.018  -0.018 
Bottom         1.346   1.346   1.346   1.346   1.346   1.346 
 
Total
Precast-top    0.063   0.086   0.168   0.226   0.260   0.272 
Bottom         1.281   1.262   1.197   1.150   1.122   1.113 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.200   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.28 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
 
Prestress
Precast-top   -0.003  -0.016  -0.015  -0.016  -0.016  -0.016  -0.016  -0.016
Bottom         0.206   1.208   1.097   1.208   1.208   1.208   1.208   1.208
 
Self wt.
Precast-top   -0.000   0.067   0.060   0.090   0.171   0.229   0.264   0.276
Bottom        -0.000  -0.054  -0.048  -0.072  -0.138  -0.184  -0.212  -0.222
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.014   0.020   0.039   0.052   0.059   0.062
Bottom        -0.000  -0.012  -0.011  -0.016  -0.031  -0.042  -0.048  -0.050
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.001   0.002   0.003   0.003
Bottom        -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.002  -0.003
 
Deck + Haunch
Precast-top   -0.000   0.077   0.069   0.103   0.195   0.262   0.301   0.315
Bottom        -0.000  -0.062  -0.055  -0.082  -0.157  -0.210  -0.242  -0.253
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.007   0.010   0.019   0.025   0.029   0.030
Precast-top   -0.000   0.004   0.004   0.005   0.010   0.014   0.016   0.016
Bottom        -0.000  -0.015  -0.013  -0.020  -0.038  -0.051  -0.058  -0.061
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.004   0.008   0.011   0.013   0.014
Precast-top   -0.000   0.002   0.002   0.002   0.005   0.006   0.007   0.007
Bottom        -0.000  -0.007  -0.006  -0.009  -0.017  -0.023  -0.026  -0.027
 
LL+I(+)
Topping-top   -0.000   0.061   0.055   0.081   0.149   0.191   0.215   0.221
Precast-top   -0.000   0.033   0.030   0.044   0.080   0.103   0.116   0.119
Bottom        -0.000  -0.123  -0.110  -0.163  -0.299  -0.382  -0.430  -0.441
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.072   0.065   0.096   0.176   0.227   0.257   0.264 
Precast-top   -0.003   0.182   0.163   0.249   0.485   0.651   0.750   0.782 
Bottom         0.206   0.935   0.853   0.845   0.528   0.315   0.189   0.151 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    3.43    7.37   11.30   15.23   19.17
F_LL+I(+)
Topping-top   -0.000   0.061   0.055   0.082   0.154   0.204   0.231   0.235
Precast-top   -0.000   0.033   0.030   0.044   0.083   0.110   0.125   0.127
Bottom        -0.000  -0.123  -0.110  -0.164  -0.308  -0.408  -0.462  -0.471
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.067   0.060   0.089   0.168   0.222   0.252   0.257 
Precast-top   -0.001   0.107   0.096   0.146   0.285   0.384   0.442   0.458 
Bottom         0.103   0.407   0.372   0.340   0.105  -0.060  -0.153  -0.175 
 

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
    163.3    9.0   49.2    0.192   0.0   6.00e-3 50.0    154.2     0.748    0.533      0.91
      0.0    0.2   49.1     31.5 0.082      27.3 0.87    24.00     0.127    0.756*
Transfer:   3.00
    145.5    9.0   49.2    1.150   0.0   2.25e-3 36.9    106.6     0.329    0.800      0.00
    345.4    1.4   48.6    189.0 0.074      55.1 1.78    24.00     0.127    1.942 
Critical:   4.54
    134.5    9.0   49.2    1.252   0.0   0.91e-3 32.2     61.2     0.159    0.800      0.00
    532.8    1.5   48.5    189.0 0.068      88.2 2.86    24.00     0.127    2.655 
0.1L    :   3.93
    138.9    9.0   49.2    1.211   0.0   1.41e-3 34.0     82.4     0.229    0.800      0.00
    457.5    1.4   48.5    189.0 0.071      71.9 2.33    24.00     0.127    2.334 
0.2L    :   7.87
    113.2    9.0   49.2    1.471   0.0   0.97e-3 32.4     40.5     0.127    0.457      0.00
    829.0    1.8   48.4    189.0 0.058      85.3 2.77    24.00     0.127    2.062 
0.3L    :  11.80
     88.6    9.0   49.2    1.731   0.0   0.53e-3 30.8      0.0     0.127    0.229      0.00
   1063.1    2.1   48.2    189.0 0.045     105.5 3.44    24.00     0.127    2.010 
0.4L    :  15.73
     66.6    9.0   49.2    1.736   0.0   0.69e-3 31.4      0.0     0.127    0.229      0.00
   1188.1    2.1   48.2    189.0 0.034      97.0 3.16    24.00     0.127    2.531 
0.5L    :  19.67
     46.3    9.0   49.2    1.736   0.0   0.42e-3 30.5      0.0     0.127    0.229      0.00
   1215.5    2.1   48.2    189.0 0.024     112.1 3.66    24.00     0.127    4.005 
0.6L    :  23.60
     66.6    9.0   49.2    1.736   0.0   0.69e-3 31.4      0.0     0.127    0.229      0.00
   1188.1    2.1   48.2    189.0 0.034      97.0 3.16    24.00     0.127    2.532 
0.7L    :  27.53
     88.6    9.0   49.2    1.731   0.0   0.53e-3 30.8      0.0     0.127    0.229      0.00
   1063.1    2.1   48.2    189.0 0.045     105.5 3.44    24.00     0.127    2.010 
0.8L    :  31.47
    113.2    9.0   49.2    1.471   0.0   0.97e-3 32.4     40.5     0.127    0.457      0.00
    829.0    1.8   48.4    189.0 0.058      85.3 2.77    24.00     0.127    2.062 
0.9L    :  35.40
    138.9    9.0   49.2    1.211   0.0   1.41e-3 34.0     82.4     0.229    0.800      0.00
    457.5    1.4   48.5    189.0 0.071      71.9 2.33    24.00     0.127    2.334 
Critical:  34.79
    134.5    9.0   49.2    1.252   0.0   0.90e-3 32.2     61.2     0.159    0.800      0.00
    532.7    1.5   48.5    189.0 0.068      88.2 2.86    24.00     0.127    2.655 
Transfer:  36.33
    145.5    9.0   49.2    1.150   0.0   2.25e-3 36.9    106.6     0.329    0.800      0.00
    345.4    1.4   48.6    189.0 0.074      55.1 1.78    24.00     0.127    1.942 
Bearing :  38.83
    163.3    9.0   49.2    0.192   0.0   6.00e-3 50.0    154.2     0.748    0.533      0.91
      0.0    0.2   49.1     31.5 0.082      27.3 0.87    24.00     0.127    0.756*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    0.85
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 5
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 12.00(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
    163.3      3.69     49.25    0.23       49.13    24.00      0.120      0.931      0.067      0.533 
Transfer:      2.50
    145.5      3.33     49.25    1.38       48.56    24.00      0.120      0.810      0.000      0.400 
Critical:      4.04
    134.5      3.08     49.25    1.50       48.50    24.00      0.120      0.727      0.000      0.400 
0.1L    :      3.43
    138.9      3.18     49.25    1.45       48.53    24.00      0.120      0.760      0.000      0.400 
0.2L    :      7.37
    113.2      2.60     49.25    1.76       48.37    24.00      0.120      0.567      0.000      0.229 
0.3L    :     11.30
     88.6      2.04     49.25    2.06       48.22    24.00      0.120      0.380      0.000      0.229 
0.4L    :     15.23
     66.6      1.53     49.25    2.07       48.22    24.00      0.120      0.211      0.000      0.229 
0.5L    :     19.17
     46.3      1.07     49.25    2.07       48.22    24.00      0.120      0.055      0.000      0.229 
0.6L    :     23.10
     66.6      1.53     49.25    2.07       48.22    24.00      0.120      0.211      0.000      0.229 
0.7L    :     27.03
     88.6      2.04     49.25    2.06       48.22    24.00      0.120      0.380      0.000      0.229 
0.8L    :     30.97
    113.2      2.60     49.25    1.76       48.37    24.00      0.120      0.567      0.000      0.229 
0.9L    :     34.90
    138.9      3.18     49.25    1.45       48.53    24.00      0.120      0.760      0.000      0.400 
Critical:     34.29
    134.5      3.08     49.25    1.50       48.50    24.00      0.120      0.727      0.000      0.400 
Transfer:     35.83
    145.5      3.33     49.25    1.38       48.56    24.00      0.120      0.810      0.000      0.400 
Bearing :     38.33
    163.3      3.69     49.25    0.23       49.13    24.00      0.120      0.931      0.067      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      :       0.067  1.80      0.121  2.20      0.148
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.046
Deck + Haunch  :                       -0.018  2.30     -0.042
DL-Prec. (DC)  :                       -0.004  3.00     -0.011
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.007
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 7.37 ft
Prestress      :       0.120  1.80      0.217  2.20      0.265
Self Wt.       :      -0.036  1.85     -0.067  2.40     -0.087
Deck + Haunch  :                       -0.037  2.30     -0.086
DL-Prec. (DC)  :                       -0.007  3.00     -0.022
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 11.30 ft
Prestress      :       0.158  1.80      0.285  2.20      0.349
Self Wt.       :      -0.050  1.85     -0.092  2.40     -0.119
Deck + Haunch  :                       -0.052  2.30     -0.120
DL-Prec. (DC)  :                       -0.010  3.00     -0.031
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 15.23 ft
Prestress      :       0.181  1.80      0.326  2.20      0.399
Self Wt.       :      -0.058  1.85     -0.107  2.40     -0.139
Deck + Haunch  :                       -0.062  2.30     -0.142
DL-Prec. (DC)  :                       -0.012  3.00     -0.036
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 0.5 x L = 19.17 ft
Prestress      :       0.189  1.80      0.340  2.20      0.416
Self Wt.       :      -0.061  1.85     -0.113  2.40     -0.146
Deck + Haunch  :                       -0.065  2.30     -0.149
DL-Prec. (DC)  :                       -0.013  3.00     -0.038
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 23.10 ft
Prestress      :       0.181  1.80      0.326  2.20      0.399
Self Wt.       :      -0.058  1.85     -0.107  2.40     -0.139
Deck + Haunch  :                       -0.062  2.30     -0.142
DL-Prec. (DC)  :                       -0.012  3.00     -0.036
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 0.7 x L = 27.03 ft
Prestress      :       0.158  1.80      0.285  2.20      0.349
Self Wt.       :      -0.050  1.85     -0.092  2.40     -0.119
Deck + Haunch  :                       -0.052  2.30     -0.120
DL-Prec. (DC)  :                       -0.010  3.00     -0.031
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 30.97 ft
Prestress      :       0.120  1.80      0.217  2.20      0.265
Self Wt.       :      -0.036  1.85     -0.067  2.40     -0.087
Deck + Haunch  :                       -0.037  2.30     -0.086
DL-Prec. (DC)  :                       -0.007  3.00     -0.022
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 34.90 ft
Prestress      :       0.067  1.80      0.121  2.20      0.148
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.046
Deck + Haunch  :                       -0.018  2.30     -0.042
DL-Prec. (DC)  :                       -0.004  3.00     -0.011
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.007
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
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
   343.9    41.5  1.437  267.1    1.6   1.38   1306.7  0.092T 1.00       -       -     -     -  
H/2     :   2.22
   308.1    41.5  1.302  267.3    1.5   1.25   1187.3  0.102T 1.00       -       -     -     -  
0.1L    :   3.43
   457.5    41.5  1.514  266.9    1.7   1.45   1374.8  0.087T 1.00       -       -     -     -  
0.2L    :   7.37
   848.1    41.5  1.839  266.2    2.1   1.76   1659.3  0.071T 1.00       -       -     -     -  
0.3L    :  11.30
  1100.6    41.5  2.164  265.6    2.4   2.06   1940.4  0.060T 1.00       -       -     -     -  
0.4L    :  15.23
  1247.8    41.5  2.170  265.6    2.4   2.07   1945.8  0.060T 1.00   1751.1  1659.5    1.11    -  
0.5L    :  19.17
  1289.3    41.5  2.170  265.6    2.4   2.07   1945.8  0.060T 1.00   1741.9  1714.7    1.12    -  
0.6L    :  23.10
  1247.7    41.5  2.170  265.6    2.4   2.07   1945.8  0.060T 1.00   1751.1  1659.5    1.11    -  
0.7L    :  27.03
  1100.6    41.5  2.164  265.6    2.4   2.06   1940.4  0.060T 1.00   1778.4  1463.7    1.09    -  
0.8L    :  30.97
   848.1    41.5  1.839  266.2    2.1   1.76   1659.3  0.071T 1.00       -       -     -     -  
0.9L    :  34.90
   457.5    41.5  1.514  266.9    1.7   1.45   1374.8  0.087T 1.00       -       -     -     -  
H/2     :  36.11
   308.1    41.5  1.302  267.3    1.5   1.25   1187.3  0.102T 1.00       -       -     -     -  
Transfer:  35.83
   343.9    41.5  1.437  267.1    1.6   1.38   1306.7  0.092T 1.00       -       -     -     -  

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

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

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

  1   2 E   2.00 Ft    -0.097
        M   2.00 Fb     0.345
 
  2   2 E  42.50 Ft     0.457
        M  42.50 Fb     0.165
 
  3   2 E   6.00 Ft     0.350
        M   6.00 Fb     0.518
 
  4   2 E   6.00 Ft     0.243
        M   6.00 Fb     0.870
 
  5   2 E   2.00 Ft     0.064
        M   2.00 Fb     1.280
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-C       
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:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  2.85 %               Final losses: 11.50 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.281     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.063       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)                  1945.81     1289.26     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   0.320     Midspan    1.800   0.044     Midspan
    Pre.Top:   3.000   0.812     Midspan    2.250   0.663     Midspan
    Pre.Bot:   3.000   0.905    Transfer    2.250   1.058    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.003     Bearing
    Pre.Bot:  -0.420   0.151     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.458     Midspan
    Pre.Bot:                                                             2.000   0.407    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      :       0.189  1.80      0.340  2.20      0.416
Self Wt.       :      -0.061  1.85     -0.113  2.40     -0.146
Deck + Haunch  :                       -0.065  2.30     -0.149
DL-Prec. (DC)  :                       -0.013  3.00     -0.038
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
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

