 
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 34 feet, girder spacing is 7.5 feet, and deck overhang width is 3 feet 
                     and 1 inch.
                     (2)The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from 11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3)The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.0 inches.
                     (4)The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to that 
                     evenly distributed to a four-girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail. 
                     (5)One steel diaphragm of 0.285 kips is at the center of span. 
                     (6)Live load moment and shear distribution factor is determined based on 0- and 60-degree 
                     skews, respectively. 
                     (7)Total initial prestress is based on 72.6% f's (f's = 270 ksi) and 0.6-inch diameter strands 
                     with As = 0.217 square inches.
                     (8)There is no hold-down point as only straight strands are used.
                     (9)The beam lifting and supporting points are 2.125' and 1.758', 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_9805.tmp\C34\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 =     35.167
Bearing-to-bearing, ft =     34.167
Release span      , ft =     35.167
 
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   34.17   Additional Overhang
   1    1    DC Line        0.008    0.00       0.008   34.17   Additional Haunch
   1    1    DC Line        0.064    0.00       0.064   34.17   Sacrificial Wearing Surface
   1    2    DC Line        0.008    0.00       0.008   34.17   Additional Haunch
   1    2    DC Line        0.070    0.00       0.070   34.17   Sacrificial Wearing Surface
   1    3    DC Line        0.008    0.00       0.008   34.17   Additional Haunch
   1    3    DC Line        0.070    0.00       0.070   34.17   Sacrificial Wearing Surface
   1    4    DC Line        0.008    0.00       0.008   34.17   Additional Haunch
   1    4    DC Line        0.070    0.00       0.070   34.17   Sacrificial Wearing Surface
   1    5    DC Line        0.060    0.00       0.060   34.17   Additional Overhang
   1    5    DC Line        0.008    0.00       0.008   34.17   Additional Haunch
   1    5    DC Line        0.064    0.00       0.064   34.17   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.143   17.000
   1    2        0.285   17.000
   1    3        0.285   17.000
   1    4        0.285   17.000
   1    5        0.143   17.000
 
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   34.17   Left 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    0.125     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  2.8950 No        
       2 US#4[M13]  60.0  0.40   12.00  2.8950  4.8950 No        
       2 US#4[M13]  60.0  0.40   12.00  2.3957  4.3957 Yes       
       2 US#4[M13]  60.0  0.40   21.75  4.3957  6.2083 Yes       
       2 US#4[M13]  60.0  0.40   21.00  6.2083 28.9587 Yes       
       2 US#4[M13]  60.0  0.40   21.75 28.9587 30.7713 Yes       
       2 US#4[M13]  60.0  0.40   12.00 30.7713 32.7713 Yes       
       2 US#4[M13]  60.0  0.40   12.00 30.2720 32.2720 No        
       2 US#4[M13]  60.0  0.40   10.50 32.2720 33.1470 No        
       2 US#4[M13]  60.0  0.40    9.00 33.1470 34.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 32.7713 35.0213 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: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  2.8950 No        
       2 US#4[M13]  60.0  0.40   12.00  2.8950  4.8950 No        
       2 US#4[M13]  60.0  0.40   12.00  2.3957  4.3957 Yes       
       2 US#4[M13]  60.0  0.40   21.75  4.3957  6.2083 Yes       
       2 US#4[M13]  60.0  0.40   21.00  6.2083 28.9587 Yes       
       2 US#4[M13]  60.0  0.40   21.75 28.9587 30.7713 Yes       
       2 US#4[M13]  60.0  0.40   12.00 30.7713 32.7713 Yes       
       2 US#4[M13]  60.0  0.40   12.00 30.2720 32.2720 No        
       2 US#4[M13]  60.0  0.40   10.50 32.2720 33.1470 No        
       2 US#4[M13]  60.0  0.40    9.00 33.1470 34.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 32.7713 35.0213 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  2.8950 No        
       2 US#4[M13]  60.0  0.40   12.00  2.8950  4.8950 No        
       2 US#4[M13]  60.0  0.40   12.00  2.3957  4.3957 Yes       
       2 US#4[M13]  60.0  0.40   21.75  4.3957  6.2083 Yes       
       2 US#4[M13]  60.0  0.40   21.00  6.2083 28.9587 Yes       
       2 US#4[M13]  60.0  0.40   21.75 28.9587 30.7713 Yes       
       2 US#4[M13]  60.0  0.40   12.00 30.7713 32.7713 Yes       
       2 US#4[M13]  60.0  0.40   12.00 30.2720 32.2720 No        
       2 US#4[M13]  60.0  0.40   10.50 32.2720 33.1470 No        
       2 US#4[M13]  60.0  0.40    9.00 33.1470 34.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 32.7713 35.0213 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: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  2.8950 No        
       2 US#4[M13]  60.0  0.40   12.00  2.8950  4.8950 No        
       2 US#4[M13]  60.0  0.40   12.00  2.3957  4.3957 Yes       
       2 US#4[M13]  60.0  0.40   21.75  4.3957  6.2083 Yes       
       2 US#4[M13]  60.0  0.40   21.00  6.2083 28.9587 Yes       
       2 US#4[M13]  60.0  0.40   21.75 28.9587 30.7713 Yes       
       2 US#4[M13]  60.0  0.40   12.00 30.7713 32.7713 Yes       
       2 US#4[M13]  60.0  0.40   12.00 30.2720 32.2720 No        
       2 US#4[M13]  60.0  0.40   10.50 32.2720 33.1470 No        
       2 US#4[M13]  60.0  0.40    9.00 33.1470 34.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 32.7713 35.0213 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: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  2.8950 No        
       2 US#4[M13]  60.0  0.40   12.00  2.8950  4.8950 No        
       2 US#4[M13]  60.0  0.40   12.00  2.3957  4.3957 Yes       
       2 US#4[M13]  60.0  0.40   21.75  4.3957  6.2083 Yes       
       2 US#4[M13]  60.0  0.40   21.00  6.2083 28.9587 Yes       
       2 US#4[M13]  60.0  0.40   21.75 28.9587 30.7713 Yes       
       2 US#4[M13]  60.0  0.40   12.00 30.7713 32.7713 Yes       
       2 US#4[M13]  60.0  0.40   12.00 30.2720 32.2720 No        
       2 US#4[M13]  60.0  0.40   10.50 32.2720 33.1470 No        
       2 US#4[M13]  60.0  0.40    9.00 33.1470 34.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 32.7713 35.0213 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: 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   34.17
     DC  Line       0.008      0.00       0.008   34.17
     DC  Line       0.064      0.00       0.064   34.17
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    17.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 35.167 ft
Release length = 35.167 ft
Design  length = 34.167 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)  : 0.740   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.740   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.797   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 1
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        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     3.02     6.53    10.05    13.57    17.08
 
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)   =      0.070 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)       
-------------------------------------------------------------------------------------
       351.670         740 260.236      5.106 20678.975   192.848       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      2.8950     No
      2      US#4[M13]       60.00        0.40      12.00       2.8950      4.8950     No
      2      US#4[M13]       60.00        0.40      12.00       2.3957      4.3957    Yes
      2      US#4[M13]       60.00        0.40      21.75       4.3957      6.2083    Yes
      2      US#4[M13]       60.00        0.40      21.00       6.2083     28.9587    Yes
      2      US#4[M13]       60.00        0.40      21.75      28.9587     30.7713    Yes
      2      US#4[M13]       60.00        0.40      12.00      30.7713     32.7713    Yes
      2      US#4[M13]       60.00        0.40      12.00      30.2720     32.2720     No
      2      US#4[M13]       60.00        0.40      10.50      32.2720     33.1470     No
      2      US#4[M13]       60.00        0.40       9.00      33.1470     34.6470     No
      2      US#4[M13]       60.00        0.40       9.00      32.7713     35.0213    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     **     5.71 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.889 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.67 ksi    0.00 ksi
    due to Composite Loads                                 -0.20 ksi    0.00 ksi
    due to Live Loads                                      -1.75 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                  5.71 ksi  ( 2.91 %)            17.53 ksi ( 8.94 %)
Total Prestress Losses                                    23.24 ksi (11.86 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    23.3    20.8    27.6    53.1    71.3    82.2    85.8
(Max)       V      10.0     8.6     8.7     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     5.2     4.7     6.2    11.9    16.0    18.5    19.3
DC(Max)     V       2.3     1.9     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
Deck +    : M       0.0    26.5    23.8    31.5    60.5    81.2    93.7    97.8
Haunch (Max)V      11.5     9.8    10.0     9.4     7.1     4.7     2.4     0.0
Diaphragm : M       0.0     0.2     0.2     0.2     0.5     0.7     1.0     1.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0     5.9     5.2     7.0    13.4    17.9    20.7    21.6
DC(Max)     V       2.5     2.2     2.2     2.1     1.6     1.0     0.5     0.0
DL-Comp   : M       0.0     5.2     4.7     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   134.1   120.5   158.3   290.6   374.6   427.6   440.1
            V      64.2    57.2    58.0    55.8    12.5    37.6    30.5    23.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    64.2    57.2    58.0    55.8    46.0    38.3    31.8    25.6
            M      -0.0   134.8   121.4   158.3   278.7   357.0   400.9   405.6
Total     : M+      0.0   200.4   179.8   237.0   441.8   577.7   662.0   685.1
            V      92.8    81.7    82.9    79.4    30.2    49.4    36.5    23.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    92.8    81.7    82.9    79.4    63.7    50.1    37.8    25.7
            M      -0.0   201.1   180.7   237.0   430.0   560.2   635.3   650.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   31.95   31.67   34.17
Self wt.  : M      82.2    71.3    53.1    27.6    20.8    23.3     0.0
(Max)       V       2.1     4.1     6.2     8.3     8.7     8.6    10.0
DL-Prec.  : M      18.5    16.0    11.9     6.2     4.7     5.2     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     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
Deck +    : M      93.7    81.2    60.5    31.5    23.8    26.5     0.0
Haunch (Max)V       2.4     4.7     7.1     9.4    10.0     9.8    11.5
Diaphragm : M       1.0     0.7     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      20.7    17.9    13.4     7.0     5.2     5.9     0.0
DC(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
DL-Comp   : M      18.4    16.0    11.9     6.2     4.7     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    427.6   374.6   290.6   158.3   120.5   134.1     0.0
            V      30.5    37.6    12.5    55.8    58.0    57.2    64.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    31.8    38.3    46.0    55.8    58.0    57.2    64.2
            M     400.9   357.0   278.7   158.3   121.4   134.8    -0.0
Total     : M+    662.0   577.7   441.8   237.0   179.8   200.4     0.0
            V      36.5    49.4    30.2    79.4    82.9    81.7    92.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    37.8    50.1    63.7    79.4    82.9    81.7    92.8
            M     635.3   560.2   430.0   237.0   180.7   201.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               10.0             10.0
Deck+Haunch            11.5             11.5
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.3              2.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           12.6             12.6
DL-Comp.(DW)           11.3             11.3
Live                   63.3             63.3
        Truck          52.3             52.3
        Lane           10.9             10.9
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    23.3    20.8    27.6    53.1    71.3    82.2    85.8
(Max)       V      10.0     8.6     8.7     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     5.2     4.7     6.2    11.9    16.0    18.5    19.3
DC(Max)     V       2.3     1.9     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
Deck +    : M       0.0    26.5    23.8    31.5    60.5    81.2    93.7    97.8
Haunch (Max)V      11.5     9.8    10.0     9.4     7.1     4.7     2.4     0.0
Diaphragm : M       0.0     0.2     0.2     0.2     0.5     0.7     1.0     1.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0     5.9     5.2     7.0    13.4    17.9    20.7    21.6
DC(Max)     V       2.5     2.2     2.2     2.1     1.6     1.0     0.5     0.0
DL-Comp   : M       0.0     5.2     4.7     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   107.3    96.4   126.6   232.5   299.6   342.1   352.1
            V      51.4    45.8    46.4    44.6    10.0    30.1    24.4    18.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    51.4    45.8    46.4    44.6    36.8    30.6    25.5    20.5
            M      -0.0   107.8    97.1   126.6   222.9   285.6   320.7   324.5
Total     : M+      0.0   173.6   155.7   205.4   383.7   502.8   576.5   597.1
            V      80.0    70.2    71.3    68.2    27.7    41.9    30.4    18.8
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    80.0    70.2    71.3    68.2    54.5    42.4    31.4    20.5
            M      -0.0   174.1   156.5   205.4   374.2   488.8   555.2   569.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   31.95   31.67   34.17
Self wt.  : M      82.2    71.3    53.1    27.6    20.8    23.3     0.0
(Max)       V       2.1     4.1     6.2     8.3     8.7     8.6    10.0
DL-Prec.  : M      18.5    16.0    11.9     6.2     4.7     5.2     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     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
Deck +    : M      93.7    81.2    60.5    31.5    23.8    26.5     0.0
Haunch (Max)V       2.4     4.7     7.1     9.4    10.0     9.8    11.5
Diaphragm : M       1.0     0.7     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      20.7    17.9    13.4     7.0     5.2     5.9     0.0
DC(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
DL-Comp   : M      18.4    16.0    11.9     6.2     4.7     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    342.1   299.6   232.5   126.6    96.4   107.3     0.0
            V      24.4    30.1    10.0    44.6    46.4    45.8    51.4
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    25.5    30.6    36.8    44.6    46.4    45.8    51.4
            M     320.7   285.6   222.9   126.6    97.1   107.8    -0.0
Total     : M+    576.5   502.8   383.7   205.4   155.7   173.6     0.0
            V      30.3    41.9    27.7    68.2    71.3    70.2    80.0
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    31.4    42.4    54.5    68.2    71.3    70.2    80.0
            M     555.2   488.8   374.2   205.4   156.5   174.1    -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    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    29.1    26.1    34.5    66.4    89.1   102.7   107.3
(Max)       V      12.6    10.7    10.9    10.3     7.8     5.2     2.6     0.0
Self wt.  : M       0.0    20.9    18.8    24.9    47.8    64.1    74.0    77.2
(Min)       V       9.0     7.7     7.9     7.4     5.6     3.7     1.9     0.0
DL-Prec.  : M       0.0     6.5     5.9     7.8    14.9    20.1    23.1    24.1
DC(Max)     V       2.8     2.4     2.5     2.3     1.7     1.2     0.6     0.0
DL-Prec.  : M       0.0     4.7     4.2     5.6    10.8    14.4    16.6    17.4
DC(Min)     V       2.0     1.7     1.8     1.7     1.3     0.8     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    33.2    29.7    39.4    75.6   101.5   117.1   122.3
Haunch (Max)V      14.3    12.2    12.5    11.8     8.8     5.9     2.9     0.0
Deck +    : M       0.0    23.9    21.4    28.3    54.5    73.1    84.3    88.0
Haunch (Min)V      10.3     8.8     9.0     8.5     6.4     4.2     2.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.3     0.6     0.9     1.2     1.5
(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     0.4     0.6     0.9     1.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0     7.3     6.6     8.7    16.7    22.4    25.9    27.0
DC(Max)     V       3.2     2.7     2.7     2.6     2.0     1.3     0.7     0.0
DL-Comp   : M       0.0     5.3     4.7     6.3    12.0    16.1    18.6    19.4
DC(Min)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
DL-Comp   : M       0.0     7.8     7.0     9.3    17.9    24.0    27.7    28.9
DW(Max)     V       3.4     2.9     2.9     2.8     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     3.4     3.0     4.0     7.7    10.4    12.0    12.5
DW(Min)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
LL + I    : M+      0.0   234.7   210.8   277.0   508.5   655.5   748.3   770.2
            V     112.4   100.1   101.5    97.6    21.9    65.8    53.4    41.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.4   100.1   101.5    97.6    80.4    67.0    55.7    44.8
            M      -0.0   235.9   212.4   277.0   487.7   624.8   701.6   709.8
Total     : M+      0.0   318.9   286.2   377.0   700.6   913.5  1045.9  1081.3
            V     148.7   131.2   133.1   127.5    44.3    80.8    60.9    41.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   148.7   131.2   133.1   127.5   102.9    82.0    63.3    44.9
            M      -0.0   320.1   287.8   377.0   679.8   882.7   999.3  1020.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   31.95   31.67   34.17
Self wt.  : M     102.7    89.1    66.4    34.5    26.1    29.1     0.0
(Max)       V       2.6     5.2     7.8    10.3    10.9    10.7    12.6
Self wt.  : M      74.0    64.1    47.8    24.9    18.8    20.9     0.0
(Min)       V       1.9     3.7     5.6     7.4     7.9     7.7     9.0
DL-Prec.  : M      23.1    20.1    14.9     7.8     5.9     6.5     0.0
DC(Max)     V       0.6     1.2     1.7     2.3     2.5     2.4     2.8
DL-Prec.  : M      16.6    14.4    10.8     5.6     4.2     4.7     0.0
DC(Min)     V       0.4     0.8     1.3     1.7     1.8     1.7     2.0
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     117.1   101.5    75.6    39.4    29.7    33.2     0.0
Haunch (Max)V       2.9     5.9     8.8    11.8    12.5    12.2    14.3
Deck +    : M      84.3    73.1    54.5    28.3    21.4    23.9     0.0
Haunch (Min)V       2.1     4.2     6.4     8.5     9.0     8.8    10.3
Diaphragm : M       1.2     0.9     0.6     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       0.9     0.6     0.4     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      25.9    22.4    16.7     8.7     6.6     7.3     0.0
DC(Max)     V       0.7     1.3     2.0     2.6     2.7     2.7     3.2
DL-Comp   : M      18.6    16.1    12.0     6.3     4.7     5.3     0.0
DC(Min)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
DL-Comp   : M      27.7    24.0    17.9     9.3     7.0     7.8     0.0
DW(Max)     V       0.7     1.4     2.1     2.8     2.9     2.9     3.4
DL-Comp   : M      12.0    10.4     7.7     4.0     3.0     3.4     0.0
DW(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
LL + I    : M+    748.3   655.5   508.5   277.0   210.8   234.7     0.0
            V      53.4    65.8    21.9    97.6   101.5   100.1   112.4
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    55.7    67.0    80.4    97.6   101.5   100.1   112.4
            M     701.6   624.8   487.7   277.0   212.4   235.9    -0.0
Total     : M+   1045.9   913.4   700.6   377.0   286.2   318.9     0.0
            V      60.9    80.8    44.3   127.5   133.1   131.2   148.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    63.3    82.0   102.9   127.5   133.1   131.2   148.7
            M     999.2   882.7   679.8   377.0   287.8   320.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               12.6             12.6
Deck+Haunch            14.3             14.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.8              2.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           15.8             15.8
DL-Comp.(DW)           16.9             16.9
Live                  110.7            110.7
        Truck          91.6             91.6
        Lane           19.1             19.1
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    23.3    20.8    27.6    53.1    71.3    82.2    85.8
(Max)       V      10.0     8.6     8.7     8.3     6.2     4.1     2.1     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     5.2     4.7     6.2    11.9    16.0    18.5    19.3
DC(Max)     V       2.3     1.9     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
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    26.5    23.8    31.5    60.5    81.2    93.7    97.8
Haunch (Max)V      11.5     9.8    10.0     9.4     7.1     4.7     2.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.2     0.5     0.7     1.0     1.2
(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     5.9     5.2     7.0    13.4    17.9    20.7    21.6
DC(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
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     5.2     4.7     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     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   108.6    97.3   128.7   243.6   320.0   362.1   367.9
            V      58.9    54.1    54.7    53.1     4.6    39.7    33.3    26.8
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    58.9    54.1    54.7    53.1    46.1    39.7    33.3    26.8
            M       0.0   108.7    97.5   128.7   241.7   320.0   362.1   367.9
Total     : M+      0.0   174.9   156.7   207.4   394.9   523.2   596.5   612.9
            V      87.5    78.6    79.6    76.7    22.3    51.5    39.2    26.9
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    87.5    78.6    79.6    76.7    63.8    51.5    39.2    26.9
            M       0.0   175.0   156.8   207.4   393.0   523.2   596.5   612.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   31.95   31.67   34.17
Self wt.  : M      82.2    71.3    53.1    27.6    20.8    23.3     0.0
(Max)       V       2.1     4.1     6.2     8.3     8.7     8.6    10.0
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      18.5    16.0    11.9     6.2     4.7     5.2     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      93.7    81.2    60.5    31.5    23.8    26.5     0.0
Haunch (Max)V       2.4     4.7     7.1     9.4    10.0     9.8    11.5
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       1.0     0.7     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      20.7    17.9    13.4     7.0     5.2     5.9     0.0
DC(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
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      18.4    16.0    11.9     6.2     4.7     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    362.1   320.0   243.6   128.7    97.3   108.6     0.0
            V      33.3    39.7     4.6    53.1    54.7    54.1    58.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    33.3    39.7    46.1    53.1    54.7    54.1    58.9
            M     362.1   320.0   241.7   128.7    97.5   108.7     0.0
Total     : M+    596.5   523.2   394.9   207.4   156.7   174.9     0.0
            V      39.2    51.5    22.3    76.7    79.6    78.6    87.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    39.2    51.5    63.8    76.7    79.6    78.6    87.5
            M     596.5   523.2   393.0   207.4   156.8   175.0     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.52    7.03   10.55   14.07   17.58
 
Beam-Self
Precast-top    0.072   0.084   0.149   0.195   0.223   0.232 
Bottom        -0.058  -0.067  -0.119  -0.157  -0.179  -0.187 
 
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    0.054   0.065   0.130   0.177   0.205   0.214 
Bottom         1.288   1.279   1.227   1.190   1.167   1.160 


 
 
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    3.02    6.53   10.05   13.57   17.08
 
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   0.059   0.053   0.071   0.136   0.182   0.210   0.219
Bottom        -0.000  -0.048  -0.043  -0.057  -0.109  -0.146  -0.169  -0.176
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.012   0.016   0.031   0.041   0.047   0.049
Bottom        -0.000  -0.011  -0.010  -0.013  -0.025  -0.033  -0.038  -0.040
 
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   0.002   0.003
Bottom        -0.000  -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.002
 
Deck + Haunch
Precast-top   -0.000   0.068   0.061   0.080   0.155   0.207   0.239   0.250
Bottom        -0.000  -0.054  -0.049  -0.065  -0.124  -0.167  -0.192  -0.201
 
DL-Comp (DC)
Topping-top   -0.000   0.003   0.003   0.004   0.007   0.010   0.012   0.012
Precast-top   -0.000   0.002   0.002   0.002   0.004   0.005   0.006   0.007
Bottom        -0.000  -0.007  -0.006  -0.008  -0.015  -0.020  -0.023  -0.024
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.003   0.007   0.009   0.010   0.011
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.006  -0.005  -0.007  -0.013  -0.018  -0.021  -0.022
 
LL+I(+)
Topping-top   -0.000   0.075   0.067   0.088   0.162   0.209   0.239   0.246
Precast-top   -0.000   0.040   0.036   0.048   0.087   0.113   0.129   0.133
Bottom        -0.000  -0.150  -0.135  -0.177  -0.325  -0.419  -0.478  -0.492
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.081   0.073   0.096   0.176   0.228   0.261   0.269 
Precast-top   -0.003   0.168   0.151   0.203   0.400   0.539   0.623   0.650 
Bottom         0.206   0.932   0.850   0.882   0.596   0.404   0.285   0.251 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.006   0.006   0.007   0.014   0.019   0.022   0.023 
Precast-top   -0.003   0.128   0.114   0.155   0.313   0.426   0.494   0.517 
Bottom         0.206   1.082   0.985   1.059   0.921   0.822   0.763   0.743 
 

 
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    3.52    7.03   10.55   14.07   17.58
 
Beam-Self
Precast-top    0.072   0.084   0.149   0.195   0.223   0.232 
Bottom        -0.058  -0.067  -0.119  -0.157  -0.179  -0.187 
 
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    0.054   0.065   0.130   0.177   0.205   0.214 
Bottom         1.288   1.279   1.227   1.190   1.167   1.160 
 
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    3.02    6.53   10.05   13.57   17.08
 
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   0.059   0.053   0.071   0.136   0.182   0.210   0.219
Bottom        -0.000  -0.048  -0.043  -0.057  -0.109  -0.146  -0.169  -0.176
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.012   0.016   0.031   0.041   0.047   0.049
Bottom        -0.000  -0.011  -0.010  -0.013  -0.025  -0.033  -0.038  -0.040
 
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   0.002   0.003
Bottom        -0.000  -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.002
 
Deck + Haunch
Precast-top   -0.000   0.068   0.061   0.080   0.155   0.207   0.239   0.250
Bottom        -0.000  -0.054  -0.049  -0.065  -0.124  -0.167  -0.192  -0.201
 
DL-Comp (DC)
Topping-top   -0.000   0.003   0.003   0.004   0.007   0.010   0.012   0.012
Precast-top   -0.000   0.002   0.002   0.002   0.004   0.005   0.006   0.007
Bottom        -0.000  -0.007  -0.006  -0.008  -0.015  -0.020  -0.023  -0.024
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.003   0.007   0.009   0.010   0.011
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.006  -0.005  -0.007  -0.013  -0.018  -0.021  -0.022
 
LL+I(+)
Topping-top   -0.000   0.060   0.054   0.071   0.130   0.167   0.191   0.197
Precast-top   -0.000   0.032   0.029   0.038   0.070   0.090   0.103   0.106
Bottom        -0.000  -0.120  -0.108  -0.142  -0.260  -0.335  -0.382  -0.394
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.066   0.059   0.078   0.144   0.186   0.213   0.219 
Precast-top   -0.003   0.160   0.143   0.193   0.383   0.516   0.597   0.623 
Bottom         0.206   0.962   0.877   0.917   0.661   0.487   0.381   0.349 
 

 
 
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    3.02    6.53   10.05   13.57   17.08
F_LL+I(+)
Topping-top   -0.000   0.061   0.054   0.072   0.136   0.179   0.202   0.205
Precast-top   -0.000   0.033   0.029   0.039   0.073   0.096   0.109   0.111
Bottom        -0.000  -0.121  -0.109  -0.144  -0.272  -0.358  -0.405  -0.411
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.064   0.057   0.076   0.143   0.188   0.213   0.217 
Precast-top   -0.001   0.097   0.086   0.116   0.230   0.309   0.356   0.369 
Bottom         0.103   0.420   0.383   0.385   0.188   0.053  -0.023  -0.040 
 

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
    148.7    9.0   49.2    0.192   0.0   6.00e-3 50.0    137.9     0.669    0.533      0.68
      0.0    0.2   49.1     31.5 0.075      27.3 0.87    24.00     0.127    0.831*
Transfer:   3.00
    131.2    9.0   49.2    1.150   0.0   1.38e-3 33.8     72.8     0.201    0.800      0.00
    320.1    1.4   48.6    189.0 0.067      73.0 2.36    24.00     0.127    2.490 
Critical:   4.54
    120.3    9.0   49.2    1.252   0.0   0.16e-3 29.5      1.0     0.127    0.621      0.00
    492.7    1.5   48.5    189.0 0.061     132.6 4.30    24.00     0.127    2.979 
0.1L    :   3.52
    127.5    9.0   49.2    1.184   0.0   0.93e-3 32.3     54.4     0.141    0.800      0.00
    377.0    1.4   48.5    189.0 0.065      87.3 2.83    24.00     0.127    2.787 
0.2L    :   7.03
    102.9    9.0   49.2    1.416   0.0   0.09e-3 29.3      0.0     0.127    0.229      0.00
    679.8    1.7   48.4    189.0 0.052     138.0 4.48    24.00     0.127    2.068 
0.3L    :  10.55
     82.0    9.0   49.2    1.648   0.0  -0.00e-3 29.0      0.0     0.127    0.229      0.00
    882.7    2.0   48.3    189.0 0.042     147.8 4.81    24.00     0.127    2.715 
0.4L    :  14.07
     63.3    9.0   49.2    1.736   0.0  -0.01e-3 29.0      0.0     0.127    0.229      0.00
    999.3    2.1   48.2    189.0 0.032     147.9 4.82    24.00     0.127    3.518 
0.5L    :  17.58
     44.9    9.0   49.2    1.736   0.0  -0.01e-3 29.0      0.0     0.127    0.229      0.00
   1020.9    2.1   48.2    189.0 0.023     148.5 4.84    24.00     0.127    4.975 
0.6L    :  21.10
     63.3    9.0   49.2    1.736   0.0  -0.01e-3 29.0      0.0     0.127    0.229      0.00
    999.2    2.1   48.2    189.0 0.032     147.9 4.82    24.00     0.127    3.519 
0.7L    :  24.62
     82.0    9.0   49.2    1.648   0.0  -0.00e-3 29.0      0.0     0.127    0.229      0.00
    882.7    2.0   48.3    189.0 0.042     147.8 4.81    24.00     0.127    2.715 
0.8L    :  28.13
    102.9    9.0   49.2    1.416   0.0   0.09e-3 29.3      0.0     0.127    0.229      0.00
    679.8    1.7   48.4    189.0 0.052     138.0 4.48    24.00     0.127    2.068 
0.9L    :  31.65
    127.5    9.0   49.2    1.184   0.0   0.93e-3 32.3     54.4     0.141    0.800      0.00
    377.0    1.4   48.5    189.0 0.065      87.3 2.83    24.00     0.127    2.787 
Critical:  30.63
    120.3    9.0   49.2    1.252   0.0   0.16e-3 29.5      1.0     0.127    0.621      0.00
    492.7    1.5   48.5    189.0 0.061     132.6 4.30    24.00     0.127    2.979 
Transfer:  32.17
    131.2    9.0   49.2    1.150   0.0   1.38e-3 33.8     72.8     0.201    0.800      0.00
    320.1    1.4   48.6    189.0 0.067      73.0 2.36    24.00     0.127    2.490 
Bearing :  34.67
    148.7    9.0   49.2    0.192   0.0   6.00e-3 50.0    137.9     0.669    0.533      0.68
      0.0    0.2   49.1     31.5 0.075      27.3 0.87    24.00     0.127    0.831*
 

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
    148.7      3.36     49.25    0.23       49.13    24.00      0.120      0.821      0.001      0.533 
Transfer:      2.50
    131.2      3.00     49.25    1.38       48.56    24.00      0.120      0.700      0.000      0.400 
Critical:      4.04
    120.4      2.76     49.25    1.50       48.50    24.00      0.120      0.619      0.000      0.221 
0.1L    :      3.02
    127.5      2.92     49.25    1.42       48.54    24.00      0.120      0.673      0.000      0.400 
0.2L    :      6.53
    102.9      2.36     49.25    1.69       48.40    24.00      0.120      0.488      0.000      0.229 
0.3L    :     10.05
     82.0      1.89     49.25    1.96       48.27    24.00      0.120      0.329      0.000      0.229 
0.4L    :     13.57
     63.3      1.46     49.25    2.07       48.22    24.00      0.120      0.186      0.000      0.229 
0.5L    :     17.08
     44.9      1.03     49.25    2.07       48.22    24.00      0.120      0.045      0.000      0.229 
0.6L    :     20.60
     63.3      1.46     49.25    2.07       48.22    24.00      0.120      0.186      0.000      0.229 
0.7L    :     24.12
     82.0      1.89     49.25    1.96       48.27    24.00      0.120      0.329      0.000      0.229 
0.8L    :     27.63
    102.9      2.36     49.25    1.69       48.40    24.00      0.120      0.488      0.000      0.229 
0.9L    :     31.15
    127.5      2.92     49.25    1.42       48.54    24.00      0.120      0.673      0.000      0.400 
Critical:     30.13
    120.4      2.76     49.25    1.50       48.50    24.00      0.120      0.619      0.000      0.221 
Transfer:     31.67
    131.2      3.00     49.25    1.38       48.56    24.00      0.120      0.700      0.000      0.400 
Bearing :     34.17
    148.7      3.36     49.25    0.23       49.13    24.00      0.120      0.821      0.001      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.02 ft
Prestress      :       0.053  1.80      0.096  2.20      0.117
Self Wt.       :      -0.012  1.85     -0.023  2.40     -0.029
Deck + Haunch  :                       -0.011  2.30     -0.026
DL-Prec. (DC)  :                       -0.002  3.00     -0.007
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.001  3.00     -0.002
DL-Comp. (DW)  :                       -0.001  3.00     -0.002
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 6.53 ft
Prestress      :       0.096  1.80      0.173  2.20      0.211
Self Wt.       :      -0.023  1.85     -0.043  2.40     -0.055
Deck + Haunch  :                       -0.023  2.30     -0.054
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.005
DL-Comp. (DW)  :                       -0.001  3.00     -0.004
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 10.05 ft
Prestress      :       0.126  1.80      0.227  2.20      0.278
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
Deck + Haunch  :                       -0.033  2.30     -0.075
DL-Prec. (DC)  :                       -0.006  3.00     -0.019
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)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 13.57 ft
Prestress      :       0.145  1.80      0.260  2.20      0.318
Self Wt.       :      -0.037  1.85     -0.069  2.40     -0.089
Deck + Haunch  :                       -0.039  2.30     -0.089
DL-Prec. (DC)  :                       -0.008  3.00     -0.023
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 17.08 ft
Prestress      :       0.151  1.80      0.271  2.20      0.332
Self Wt.       :      -0.039  1.85     -0.072  2.40     -0.093
Deck + Haunch  :                       -0.041  2.30     -0.094
DL-Prec. (DC)  :                       -0.008  3.00     -0.024
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 20.60 ft
Prestress      :       0.145  1.80      0.260  2.20      0.318
Self Wt.       :      -0.037  1.85     -0.069  2.40     -0.089
Deck + Haunch  :                       -0.039  2.30     -0.089
DL-Prec. (DC)  :                       -0.008  3.00     -0.023
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 24.12 ft
Prestress      :       0.126  1.80      0.227  2.20      0.278
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
Deck + Haunch  :                       -0.033  2.30     -0.075
DL-Prec. (DC)  :                       -0.006  3.00     -0.019
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)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 27.63 ft
Prestress      :       0.096  1.80      0.173  2.20      0.211
Self Wt.       :      -0.023  1.85     -0.043  2.40     -0.055
Deck + Haunch  :                       -0.023  2.30     -0.054
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.005
DL-Comp. (DW)  :                       -0.001  3.00     -0.004
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 31.15 ft
Prestress      :       0.053  1.80      0.096  2.20      0.117
Self Wt.       :      -0.012  1.85     -0.023  2.40     -0.029
Deck + Haunch  :                       -0.011  2.30     -0.026
DL-Prec. (DC)  :                       -0.002  3.00     -0.007
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.001  3.00     -0.002
DL-Comp. (DW)  :                       -0.001  3.00     -0.002
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
   318.9    41.5  1.437  267.1    1.6   1.38   1306.7  0.092T 1.00       -       -     -     -  
H/2     :   2.22
   286.2    41.5  1.302  267.3    1.5   1.25   1187.3  0.102T 1.00       -       -     -     -  
0.1L    :   3.02
   377.0    41.5  1.480  267.0    1.7   1.42   1344.4  0.089T 1.00       -       -     -     -  
0.2L    :   6.53
   700.6    41.5  1.770  266.4    2.0   1.69   1599.4  0.074T 1.00       -       -     -     -  
0.3L    :  10.05
   913.5    41.5  2.060  265.8    2.3   1.96   1851.4  0.064T 1.00       -       -     -     -  
0.4L    :  13.57
  1045.9    41.5  2.170  265.6    2.4   2.07   1945.8  0.060T 1.00   1793.4  1391.1    1.08    -  
0.5L    :  17.08
  1081.3    41.5  2.170  265.6    2.4   2.07   1945.8  0.060T 1.00   1786.0  1438.1    1.09    -  
0.6L    :  20.60
  1045.9    41.5  2.170  265.6    2.4   2.07   1945.8  0.060T 1.00   1793.4  1391.0    1.08    -  
0.7L    :  24.12
   913.4    41.5  2.060  265.8    2.3   1.96   1851.4  0.064T 1.00       -       -     -     -  
0.8L    :  27.63
   700.6    41.5  1.770  266.4    2.0   1.69   1599.4  0.074T 1.00       -       -     -     -  
0.9L    :  31.15
   377.0    41.5  1.480  267.0    1.7   1.42   1344.4  0.089T 1.00       -       -     -     -  
H/2     :  31.95
   286.2    41.5  1.302  267.3    1.5   1.25   1187.3  0.102T 1.00       -       -     -     -  
Transfer:  31.67
   318.9    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    -0.107
        M   2.00 Fb     0.352
 
  2   2 E  42.50 Ft     0.447
        M  42.50 Fb     0.173
 
  3   2 E   6.00 Ft     0.340
        M   6.00 Fb     0.525
 
  4   2 E   6.00 Ft     0.233
        M   6.00 Fb     0.878
 
  5   2 E   2.00 Ft     0.054
        M   2.00 Fb     1.288
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 35.17            Release Length, ft: 35.17
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:  2.91 %               Final losses: 11.86 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.288     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.054       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     1081.31     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   0.269     Midspan    1.800   0.023     Midspan
    Pre.Top:   3.000   0.650     Midspan    2.250   0.517     Midspan
    Pre.Bot:   3.000   0.932    Transfer    2.250   1.082    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   0.206     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.369     Midspan
    Pre.Bot:                                                             2.000   0.420    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.08 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.151  1.80      0.271  2.20      0.332
Self Wt.       :      -0.039  1.85     -0.072  2.40     -0.093
Deck + Haunch  :                       -0.041  2.30     -0.094
DL-Prec. (DC)  :                       -0.008  3.00     -0.024
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
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   34.17
     DC  Line       0.070      0.00       0.070   34.17
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    17.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 35.167 ft
Release length = 35.167 ft
Design  length = 34.167 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)  : 0.793   (Calculated)    
Live Moment (1  lane  loaded)  : 0.613   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.983   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.823   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 2
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        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     3.02     6.53    10.05    13.57    17.08
 
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)   =      0.070 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)       
-------------------------------------------------------------------------------------
       351.670         740 260.236      5.106 20678.975   192.848       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      2.8950     No
      2      US#4[M13]       60.00        0.40      12.00       2.8950      4.8950     No
      2      US#4[M13]       60.00        0.40      12.00       2.3957      4.3957    Yes
      2      US#4[M13]       60.00        0.40      21.75       4.3957      6.2083    Yes
      2      US#4[M13]       60.00        0.40      21.00       6.2083     28.9587    Yes
      2      US#4[M13]       60.00        0.40      21.75      28.9587     30.7713    Yes
      2      US#4[M13]       60.00        0.40      12.00      30.7713     32.7713    Yes
      2      US#4[M13]       60.00        0.40      12.00      30.2720     32.2720     No
      2      US#4[M13]       60.00        0.40      10.50      32.2720     33.1470     No
      2      US#4[M13]       60.00        0.40       9.00      33.1470     34.6470     No
      2      US#4[M13]       60.00        0.40       9.00      32.7713     35.0213    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     **     5.71 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.889 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.69 ksi    0.00 ksi
    due to Composite Loads                                 -0.20 ksi    0.00 ksi
    due to Live Loads                                      -1.87 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                  5.71 ksi  ( 2.91 %)            17.39 ksi ( 8.87 %)
Total Prestress Losses                                    23.11 ksi (11.79 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    23.3    20.8    27.6    53.1    71.3    82.2    85.8
(Max)       V      10.0     8.6     8.7     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     3.1     2.8     3.7     7.1     9.5    11.0    11.5
DC(Max)     V       1.3     1.1     1.2     1.1     0.8     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    29.1    26.0    34.5    66.3    89.1   102.7   107.2
Haunch (Max)V      12.6    10.7    10.9    10.3     7.8     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.3     0.4     0.9     1.4     1.9     2.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0     5.9     5.2     7.0    13.4    17.9    20.7    21.6
DC(Max)     V       2.5     2.2     2.2     2.1     1.6     1.0     0.5     0.0
DL-Comp   : M       0.0     5.2     4.7     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   143.7   129.1   169.6   311.3   401.3   458.1   471.6
            V      79.2    70.6    71.6    68.8    15.4    46.4    37.6    28.9
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    79.2    70.6    71.6    68.8    56.7    47.2    39.3    31.6
            M      -0.0   144.4   130.0   169.6   298.6   382.5   429.6   434.6
Total     : M+      0.0   210.6   189.0   249.1   464.1   606.6   695.1   719.4
            V     108.1    95.2    96.7    92.6    33.3    58.3    43.7    29.0
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   108.1    95.2    96.7    92.6    74.6    59.2    45.3    31.7
            M      -0.0   211.3   190.0   249.1   451.3   587.7   666.5   682.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   31.95   31.67   34.17
Self wt.  : M      82.2    71.3    53.1    27.6    20.8    23.3     0.0
(Max)       V       2.1     4.1     6.2     8.3     8.7     8.6    10.0
DL-Prec.  : M      11.0     9.5     7.1     3.7     2.8     3.1     0.0
DC(Max)     V       0.3     0.6     0.8     1.1     1.2     1.1     1.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.7    89.1    66.3    34.5    26.0    29.1     0.0
Haunch (Max)V       2.6     5.2     7.8    10.3    10.9    10.7    12.6
Diaphragm : M       1.9     1.4     0.9     0.4     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      20.7    17.9    13.4     7.0     5.2     5.9     0.0
DC(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
DL-Comp   : M      18.4    16.0    11.9     6.2     4.7     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    458.1   401.3   311.3   169.6   129.1   143.7     0.0
            V      37.6    46.4    15.4    68.8    71.6    70.6    79.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    39.3    47.2    56.7    68.8    71.6    70.6    79.2
            M     429.6   382.5   298.6   169.6   130.0   144.4    -0.0
Total     : M+    695.0   606.5   464.1   249.0   189.0   210.6     0.0
            V      43.7    58.3    33.3    92.6    96.7    95.2   108.1
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    45.3    59.2    74.6    92.6    96.7    95.2   108.1
            M     666.5   587.7   451.3   249.0   190.0   211.3    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               10.0             10.0
Deck+Haunch            12.6             12.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.3              1.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           12.6             12.6
DL-Comp.(DW)           11.3             11.3
Live                   63.3             63.3
        Truck          52.3             52.3
        Lane           10.9             10.9
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    23.3    20.8    27.6    53.1    71.3    82.2    85.8
(Max)       V      10.0     8.6     8.7     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     3.1     2.8     3.7     7.1     9.5    11.0    11.5
DC(Max)     V       1.3     1.1     1.2     1.1     0.8     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    29.1    26.0    34.5    66.3    89.1   102.7   107.2
Haunch (Max)V      12.6    10.7    10.9    10.3     7.8     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.3     0.4     0.9     1.4     1.9     2.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0     5.9     5.2     7.0    13.4    17.9    20.7    21.6
DC(Max)     V       2.5     2.2     2.2     2.1     1.6     1.0     0.5     0.0
DL-Comp   : M       0.0     5.2     4.7     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   115.0   103.3   135.7   249.1   321.1   366.5   377.3
            V      63.4    56.5    57.2    55.0    12.3    37.1    30.1    23.1
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    63.4    56.5    57.2    55.0    45.4    37.8    31.4    25.2
            M      -0.0   115.5   104.0   135.7   238.9   306.0   343.7   347.7
Total     : M+      0.0   181.9   163.2   215.1   401.8   526.3   603.4   625.1
            V      92.2    81.1    82.4    78.8    30.2    49.1    36.2    23.2
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    92.2    81.1    82.4    78.8    63.2    49.7    37.5    25.4
            M      -0.0   182.5   164.0   215.1   391.6   511.2   580.6   595.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   31.95   31.67   34.17
Self wt.  : M      82.2    71.3    53.1    27.6    20.8    23.3     0.0
(Max)       V       2.1     4.1     6.2     8.3     8.7     8.6    10.0
DL-Prec.  : M      11.0     9.5     7.1     3.7     2.8     3.1     0.0
DC(Max)     V       0.3     0.6     0.8     1.1     1.2     1.1     1.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.7    89.1    66.3    34.5    26.0    29.1     0.0
Haunch (Max)V       2.6     5.2     7.8    10.3    10.9    10.7    12.6
Diaphragm : M       1.9     1.4     0.9     0.4     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      20.7    17.9    13.4     7.0     5.2     5.9     0.0
DC(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
DL-Comp   : M      18.4    16.0    11.9     6.2     4.7     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    366.5   321.1   249.1   135.7   103.3   115.0     0.0
            V      30.1    37.1    12.3    55.0    57.2    56.5    63.4
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    31.4    37.8    45.4    55.0    57.2    56.5    63.4
            M     343.7   306.0   238.9   135.7   104.0   115.5    -0.0
Total     : M+    603.4   526.3   401.8   215.1   163.2   181.9     0.0
            V      36.2    49.1    30.2    78.8    82.4    81.1    92.2
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    37.5    49.7    63.2    78.8    82.4    81.1    92.2
            M     580.6   511.2   391.6   215.1   163.9   182.5    -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    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    29.1    26.1    34.5    66.4    89.1   102.7   107.3
(Max)       V      12.6    10.7    10.9    10.3     7.8     5.2     2.6     0.0
Self wt.  : M       0.0    20.9    18.8    24.9    47.8    64.1    74.0    77.2
(Min)       V       9.0     7.7     7.9     7.4     5.6     3.7     1.9     0.0
DL-Prec.  : M       0.0     3.9     3.5     4.6     8.9    11.9    13.7    14.3
DC(Max)     V       1.7     1.4     1.5     1.4     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     2.8     2.5     3.3     6.4     8.6     9.9    10.3
DC(Min)     V       1.2     1.0     1.1     1.0     0.7     0.5     0.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    36.4    32.6    43.2    82.9   111.3   128.4   134.0
Haunch (Max)V      15.7    13.4    13.7    12.9     9.7     6.5     3.2     0.0
Deck +    : M       0.0    26.2    23.4    31.1    59.7    80.2    92.4    96.5
Haunch (Min)V      11.3     9.6     9.8     9.3     7.0     4.7     2.3     0.0
Diaphragm : M       0.0     0.4     0.4     0.5     1.2     1.8     2.4     3.0
(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     0.8     1.3     1.7     2.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0     7.3     6.6     8.7    16.7    22.4    25.9    27.0
DC(Max)     V       3.2     2.7     2.7     2.6     2.0     1.3     0.7     0.0
DL-Comp   : M       0.0     5.3     4.7     6.3    12.0    16.1    18.6    19.4
DC(Min)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
DL-Comp   : M       0.0     7.8     7.0     9.3    17.9    24.0    27.7    28.9
DW(Max)     V       3.4     2.9     2.9     2.8     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     3.4     3.0     4.0     7.7    10.4    12.0    12.5
DW(Min)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
LL + I    : M+      0.0   251.5   225.9   296.8   544.8   702.3   801.7   825.3
            V     138.6   123.5   125.2   120.4    27.0    81.2    65.8    50.5
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   138.6   123.5   125.2   120.4    99.2    82.6    68.7    55.2
            M      -0.0   252.7   227.6   296.8   522.5   669.4   751.8   760.5
Total     : M+      0.0   336.5   301.9   397.7   738.7   962.9  1102.5  1139.9
            V     175.2   154.8   157.1   150.6    49.7    96.4    73.5    50.7
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   175.2   154.8   157.1   150.6   121.9    97.8    76.4    55.4
            M      -0.0   337.7   303.6   397.7   716.4   929.9  1052.5  1075.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   31.95   31.67   34.17
Self wt.  : M     102.7    89.1    66.4    34.5    26.1    29.1     0.0
(Max)       V       2.6     5.2     7.8    10.3    10.9    10.7    12.6
Self wt.  : M      74.0    64.1    47.8    24.9    18.8    20.9     0.0
(Min)       V       1.9     3.7     5.6     7.4     7.9     7.7     9.0
DL-Prec.  : M      13.7    11.9     8.9     4.6     3.5     3.9     0.0
DC(Max)     V       0.3     0.7     1.0     1.4     1.5     1.4     1.7
DL-Prec.  : M       9.9     8.6     6.4     3.3     2.5     2.8     0.0
DC(Min)     V       0.2     0.5     0.7     1.0     1.1     1.0     1.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     128.4   111.3    82.9    43.2    32.6    36.4     0.0
Haunch (Max)V       3.2     6.5     9.7    12.9    13.7    13.4    15.7
Deck +    : M      92.4    80.2    59.7    31.1    23.4    26.2     0.0
Haunch (Min)V       2.3     4.7     7.0     9.3     9.8     9.6    11.3
Diaphragm : M       2.4     1.8     1.2     0.5     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       1.7     1.3     0.8     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      25.9    22.4    16.7     8.7     6.6     7.3     0.0
DC(Max)     V       0.7     1.3     2.0     2.6     2.7     2.7     3.2
DL-Comp   : M      18.6    16.1    12.0     6.3     4.7     5.3     0.0
DC(Min)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
DL-Comp   : M      27.7    24.0    17.9     9.3     7.0     7.8     0.0
DW(Max)     V       0.7     1.4     2.1     2.8     2.9     2.9     3.4
DL-Comp   : M      12.0    10.4     7.7     4.0     3.0     3.4     0.0
DW(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
LL + I    : M+    801.7   702.3   544.8   296.8   225.9   251.5     0.0
            V      65.8    81.2    27.0   120.4   125.2   123.5   138.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    68.7    82.6    99.2   120.4   125.2   123.5   138.6
            M     751.8   669.4   522.5   296.8   227.6   252.7    -0.0
Total     : M+   1102.5   962.8   738.7   397.7   301.9   336.4     0.0
            V      73.5    96.4    49.7   150.6   157.1   154.8   175.2
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    76.4    97.8   121.9   150.6   157.1   154.8   175.2
            M    1052.5   929.9   716.4   397.7   303.6   337.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               12.6             12.6
Deck+Haunch            15.7             15.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.7              1.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           15.8             15.8
DL-Comp.(DW)           16.9             16.9
Live                  110.7            110.7
        Truck          91.6             91.6
        Lane           19.1             19.1
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    23.3    20.8    27.6    53.1    71.3    82.2    85.8
(Max)       V      10.0     8.6     8.7     8.3     6.2     4.1     2.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     3.1     2.8     3.7     7.1     9.5    11.0    11.5
DC(Max)     V       1.3     1.1     1.2     1.1     0.8     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    29.1    26.0    34.5    66.3    89.1   102.7   107.2
Haunch (Max)V      12.6    10.7    10.9    10.3     7.8     5.2     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     0.4     0.3     0.4     0.9     1.4     1.9     2.4
(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     5.9     5.2     7.0    13.4    17.9    20.7    21.6
DC(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
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     5.2     4.7     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     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   103.9    93.1   123.1   233.1   306.3   346.5   352.1
            V      60.8    55.9    56.4    54.9     4.8    41.0    34.3    27.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    60.8    55.9    56.4    54.9    47.6    41.0    34.3    27.7
            M       0.0   104.0    93.3   123.1   231.3   306.3   346.5   352.1
Total     : M+      0.0   170.8   153.1   202.6   385.9   511.5   583.5   599.9
            V      89.7    80.5    81.6    78.7    22.7    52.9    40.4    27.8
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    89.7    80.5    81.6    78.7    65.5    52.9    40.4    27.8
            M       0.0   170.9   153.2   202.6   384.0   511.5   583.5   599.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   31.95   31.67   34.17
Self wt.  : M      82.2    71.3    53.1    27.6    20.8    23.3     0.0
(Max)       V       2.1     4.1     6.2     8.3     8.7     8.6    10.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      11.0     9.5     7.1     3.7     2.8     3.1     0.0
DC(Max)     V       0.3     0.6     0.8     1.1     1.2     1.1     1.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.7    89.1    66.3    34.5    26.0    29.1     0.0
Haunch (Max)V       2.6     5.2     7.8    10.3    10.9    10.7    12.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.9     1.4     0.9     0.4     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      20.7    17.9    13.4     7.0     5.2     5.9     0.0
DC(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
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      18.4    16.0    11.9     6.2     4.7     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    346.5   306.3   233.1   123.1    93.1   103.9     0.0
            V      34.3    41.0     4.8    54.9    56.4    55.9    60.8
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    34.3    41.0    47.6    54.9    56.4    55.9    60.8
            M     346.5   306.3   231.3   123.1    93.3   104.0     0.0
Total     : M+    583.4   511.5   385.9   202.6   153.1   170.8     0.0
            V      40.4    52.9    22.7    78.7    81.6    80.5    89.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    40.4    52.9    65.5    78.7    81.6    80.5    89.7
            M     583.4   511.5   384.0   202.6   153.2   170.9     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    3.52    7.03   10.55   14.07   17.58
 
Beam-Self
Precast-top    0.072   0.084   0.149   0.195   0.223   0.232 
Bottom        -0.058  -0.067  -0.119  -0.157  -0.179  -0.187 
 
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    0.054   0.065   0.130   0.177   0.205   0.214 
Bottom         1.288   1.279   1.227   1.190   1.167   1.160 


 
 
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    3.02    6.53   10.05   13.57   17.08
 
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   0.059   0.053   0.071   0.136   0.182   0.210   0.219
Bottom        -0.000  -0.048  -0.043  -0.057  -0.109  -0.146  -0.169  -0.176
 
DL-Prec (DC)
Precast-top   -0.000   0.008   0.007   0.009   0.018   0.024   0.028   0.029
Bottom        -0.000  -0.006  -0.006  -0.008  -0.015  -0.020  -0.023  -0.024
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.004   0.005   0.006
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.074   0.067   0.088   0.169   0.227   0.262   0.274
Bottom        -0.000  -0.060  -0.054  -0.071  -0.136  -0.183  -0.211  -0.220
 
DL-Comp (DC)
Topping-top   -0.000   0.003   0.003   0.004   0.007   0.009   0.011   0.011
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.006  -0.006  -0.008  -0.015  -0.020  -0.023  -0.024
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.002   0.003   0.006   0.008   0.010   0.010
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.004   0.005   0.005
Bottom        -0.000  -0.006  -0.005  -0.007  -0.013  -0.018  -0.020  -0.021
 
LL+I(+)
Topping-top   -0.000   0.075   0.067   0.088   0.162   0.209   0.239   0.246
Precast-top   -0.000   0.039   0.035   0.046   0.085   0.109   0.124   0.128
Bottom        -0.000  -0.159  -0.143  -0.187  -0.344  -0.443  -0.506  -0.521
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.081   0.072   0.095   0.176   0.227   0.259   0.267 
Precast-top   -0.003   0.168   0.150   0.202   0.400   0.539   0.624   0.651 
Bottom         0.206   0.922   0.841   0.870   0.574   0.375   0.252   0.217 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.006   0.005   0.007   0.013   0.018   0.020   0.021 
Precast-top   -0.003   0.129   0.115   0.156   0.316   0.430   0.499   0.523 
Bottom         0.206   1.081   0.984   1.057   0.918   0.819   0.758   0.738 
 

 
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    3.52    7.03   10.55   14.07   17.58
 
Beam-Self
Precast-top    0.072   0.084   0.149   0.195   0.223   0.232 
Bottom        -0.058  -0.067  -0.119  -0.157  -0.179  -0.187 
 
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    0.054   0.065   0.130   0.177   0.205   0.214 
Bottom         1.288   1.279   1.227   1.190   1.167   1.160 
 
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    3.02    6.53   10.05   13.57   17.08
 
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   0.059   0.053   0.071   0.136   0.182   0.210   0.219
Bottom        -0.000  -0.048  -0.043  -0.057  -0.109  -0.146  -0.169  -0.176
 
DL-Prec (DC)
Precast-top   -0.000   0.008   0.007   0.009   0.018   0.024   0.028   0.029
Bottom        -0.000  -0.006  -0.006  -0.008  -0.015  -0.020  -0.023  -0.024
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.004   0.005   0.006
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.074   0.067   0.088   0.169   0.227   0.262   0.274
Bottom        -0.000  -0.060  -0.054  -0.071  -0.136  -0.183  -0.211  -0.220
 
DL-Comp (DC)
Topping-top   -0.000   0.003   0.003   0.004   0.007   0.009   0.011   0.011
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.006  -0.006  -0.008  -0.015  -0.020  -0.023  -0.024
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.002   0.003   0.006   0.008   0.010   0.010
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.004   0.005   0.005
Bottom        -0.000  -0.006  -0.005  -0.007  -0.013  -0.018  -0.020  -0.021
 
LL+I(+)
Topping-top   -0.000   0.060   0.054   0.071   0.130   0.167   0.191   0.197
Precast-top   -0.000   0.031   0.028   0.037   0.068   0.087   0.100   0.102
Bottom        -0.000  -0.127  -0.114  -0.150  -0.275  -0.355  -0.405  -0.417
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.066   0.059   0.078   0.143   0.185   0.211   0.218 
Precast-top   -0.003   0.160   0.143   0.193   0.384   0.517   0.599   0.626 
Bottom         0.206   0.954   0.869   0.907   0.643   0.464   0.353   0.321 
 

 
 
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    3.02    6.53   10.05   13.57   17.08
F_LL+I(+)
Topping-top   -0.000   0.054   0.049   0.064   0.122   0.160   0.181   0.184
Precast-top   -0.000   0.028   0.025   0.033   0.063   0.083   0.094   0.096
Bottom        -0.000  -0.115  -0.103  -0.136  -0.258  -0.338  -0.383  -0.389
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.057   0.051   0.068   0.128   0.169   0.191   0.194 
Precast-top   -0.001   0.093   0.083   0.112   0.221   0.298   0.344   0.357 
Bottom         0.103   0.426   0.389   0.393   0.201   0.071  -0.004  -0.020 
 

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
    175.2    9.0   49.2    0.191   0.0   6.00e-3 50.0    167.4     0.812    0.533      1.09
      0.0    0.2   49.1     31.5 0.088      27.3 0.87    24.00     0.127    0.705*
Transfer:   3.00
    154.8    9.0   49.2    1.148   0.0   2.83e-3 38.9    124.5     0.414    0.800      0.00
    337.7    1.3   48.6    189.0 0.079      47.5 1.54    24.00     0.127    1.676 
Critical:   4.55
    142.1    9.0   49.2    1.251   0.0   1.34e-3 33.7     84.0     0.231    0.621      0.00
    520.2    1.4   48.6    189.0 0.072      73.9 2.39    24.00     0.127    1.899 
0.1L    :   3.52
    150.6    9.0   49.2    1.182   0.0   2.31e-3 37.1    113.0     0.352    0.800      0.00
    397.7    1.3   48.6    189.0 0.077      54.3 1.76    24.00     0.127    1.861 
0.2L    :   7.03
    121.9    9.0   49.2    1.414   0.0   0.79e-3 31.8     42.7     0.127    0.229      0.00
    716.4    1.5   48.5    189.0 0.062      92.8 3.01    24.00     0.127    1.345 
0.3L    :  10.55
     97.8    9.0   49.2    1.646   0.0   0.37e-3 30.3      0.0     0.127    0.229      0.00
    929.9    1.8   48.4    189.0 0.050     115.5 3.75    24.00     0.127    1.932 
0.4L    :  14.07
     76.4    9.0   49.2    1.736   0.0   0.20e-3 29.7      0.0     0.127    0.229      0.00
   1052.5    1.9   48.3    189.0 0.039     128.5 4.18    24.00     0.127    2.653 
0.5L    :  17.58
     55.4    9.0   49.2    1.736   0.0  -0.00e-3 29.0      0.0     0.127    0.229      0.00
   1075.1    1.9   48.3    189.0 0.028     147.7 4.81    24.00     0.127    4.018 
0.6L    :  21.10
     76.4    9.0   49.2    1.736   0.0   0.20e-3 29.7      0.0     0.127    0.229      0.00
   1052.5    1.9   48.3    189.0 0.039     128.5 4.18    24.00     0.127    2.653 
0.7L    :  24.62
     97.8    9.0   49.2    1.646   0.0   0.37e-3 30.3      0.0     0.127    0.229      0.00
    929.9    1.8   48.4    189.0 0.050     115.5 3.75    24.00     0.127    1.933 
0.8L    :  28.13
    121.9    9.0   49.2    1.414   0.0   0.79e-3 31.8     42.7     0.127    0.229      0.00
    716.4    1.5   48.5    189.0 0.062      92.8 3.01    24.00     0.127    1.345 
0.9L    :  31.65
    150.6    9.0   49.2    1.182   0.0   2.31e-3 37.1    113.0     0.352    0.800      0.00
    397.7    1.3   48.6    189.0 0.077      54.3 1.76    24.00     0.127    1.862 
Critical:  30.62
    142.1    9.0   49.2    1.251   0.0   1.34e-3 33.7     84.0     0.231    0.621      0.00
    520.2    1.4   48.6    189.0 0.072      73.9 2.39    24.00     0.127    1.899 
Transfer:  32.17
    154.8    9.0   49.2    1.148   0.0   2.83e-3 38.9    124.5     0.414    0.800      0.00
    337.7    1.3   48.6    189.0 0.079      47.5 1.54    24.00     0.127    1.676 
Bearing :  34.67
    175.2    9.0   49.2    0.191   0.0   6.00e-3 50.0    167.4     0.812    0.533      1.09
      0.0    0.2   49.1     31.5 0.088      27.3 0.87    24.00     0.127    0.705*
 

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
    175.2      3.96     49.25    0.21       49.14    24.00      0.120      1.021      0.120      0.533 
Transfer:      2.50
    154.8      3.54     49.25    1.25       48.62    24.00      0.120      0.879      0.036      0.400 
Critical:      4.05
    142.2      3.25     49.25    1.36       48.57    24.00      0.120      0.784      0.000      0.221 
0.1L    :      3.02
    150.6      3.44     49.25    1.29       48.60    24.00      0.120      0.848      0.017      0.400 
0.2L    :      6.53
    121.9      2.79     49.25    1.54       48.48    24.00      0.120      0.632      0.000      0.229 
0.3L    :     10.05
     97.8      2.25     49.25    1.79       48.35    24.00      0.120      0.449      0.000      0.229 
0.4L    :     13.57
     76.4      1.76     49.25    1.89       48.31    24.00      0.120      0.286      0.000      0.229 
0.5L    :     17.08
     55.4      1.27     49.25    1.89       48.31    24.00      0.120      0.125      0.000      0.229 
0.6L    :     20.60
     76.4      1.76     49.25    1.89       48.31    24.00      0.120      0.286      0.000      0.229 
0.7L    :     24.12
     97.8      2.25     49.25    1.79       48.35    24.00      0.120      0.449      0.000      0.229 
0.8L    :     27.63
    121.9      2.79     49.25    1.54       48.48    24.00      0.120      0.631      0.000      0.229 
0.9L    :     31.15
    150.6      3.44     49.25    1.29       48.60    24.00      0.120      0.848      0.017      0.400 
Critical:     30.12
    142.2      3.25     49.25    1.36       48.57    24.00      0.120      0.784      0.000      0.221 
Transfer:     31.67
    154.8      3.54     49.25    1.25       48.62    24.00      0.120      0.879      0.036      0.400 
Bearing :     34.17
    175.2      3.96     49.25    0.21       49.14    24.00      0.120      1.021      0.120      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.02 ft
Prestress      :       0.053  1.80      0.096  2.20      0.117
Self Wt.       :      -0.012  1.85     -0.023  2.40     -0.029
Deck + Haunch  :                       -0.012  2.30     -0.029
DL-Prec. (DC)  :                       -0.001  3.00     -0.004
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.001  3.00     -0.002
DL-Comp. (DW)  :                       -0.001  3.00     -0.002
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 6.53 ft
Prestress      :       0.096  1.80      0.173  2.20      0.211
Self Wt.       :      -0.023  1.85     -0.043  2.40     -0.055
Deck + Haunch  :                       -0.026  2.30     -0.059
DL-Prec. (DC)  :                       -0.003  3.00     -0.008
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.005
DL-Comp. (DW)  :                       -0.001  3.00     -0.004
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 10.05 ft
Prestress      :       0.126  1.80      0.227  2.20      0.278
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
Deck + Haunch  :                       -0.036  2.30     -0.083
DL-Prec. (DC)  :                       -0.004  3.00     -0.012
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.006
DL-Comp. (DW)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 13.57 ft
Prestress      :       0.145  1.80      0.260  2.20      0.318
Self Wt.       :      -0.037  1.85     -0.069  2.40     -0.089
Deck + Haunch  :                       -0.043  2.30     -0.098
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 17.08 ft
Prestress      :       0.151  1.80      0.271  2.20      0.332
Self Wt.       :      -0.039  1.85     -0.072  2.40     -0.093
Deck + Haunch  :                       -0.045  2.30     -0.103
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 20.60 ft
Prestress      :       0.145  1.80      0.260  2.20      0.318
Self Wt.       :      -0.037  1.85     -0.069  2.40     -0.089
Deck + Haunch  :                       -0.043  2.30     -0.098
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 24.12 ft
Prestress      :       0.126  1.80      0.227  2.20      0.278
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
Deck + Haunch  :                       -0.036  2.30     -0.083
DL-Prec. (DC)  :                       -0.004  3.00     -0.012
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.006
DL-Comp. (DW)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 27.63 ft
Prestress      :       0.096  1.80      0.173  2.20      0.211
Self Wt.       :      -0.023  1.85     -0.043  2.40     -0.055
Deck + Haunch  :                       -0.026  2.30     -0.059
DL-Prec. (DC)  :                       -0.003  3.00     -0.008
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.005
DL-Comp. (DW)  :                       -0.001  3.00     -0.004
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 31.15 ft
Prestress      :       0.053  1.80      0.096  2.20      0.117
Self Wt.       :      -0.012  1.85     -0.023  2.40     -0.029
Deck + Haunch  :                       -0.012  2.30     -0.029
DL-Prec. (DC)  :                       -0.001  3.00     -0.004
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.001  3.00     -0.002
DL-Comp. (DW)  :                       -0.001  3.00     -0.002
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
   336.5    41.5  1.435  267.3    1.5   1.25   1308.0  0.101T 1.00       -       -     -     -  
H/2     :   2.22
   301.9    41.5  1.300  267.6    1.3   1.14   1188.2  0.112T 1.00       -       -     -     -  
0.1L    :   3.02
   397.7    41.5  1.478  267.2    1.5   1.29   1345.9  0.098T 1.00       -       -     -     -  
0.2L    :   6.53
   738.7    41.5  1.768  266.7    1.8   1.54   1602.2  0.082T 1.00       -       -     -     -  
0.3L    :  10.05
   962.9    41.5  2.058  266.2    2.1   1.79   1855.8  0.070T 1.00       -       -     -     -  
0.4L    :  13.57
  1102.5    41.5  2.170  266.0    2.2   1.89   1953.0  0.066T 1.00   1809.7  1466.3    1.08    -  
0.5L    :  17.08
  1139.9    41.5  2.170  266.0    2.2   1.89   1953.0  0.066T 1.00   1801.9  1516.0    1.08    -  
0.6L    :  20.60
  1102.5    41.5  2.170  266.0    2.2   1.89   1953.0  0.066T 1.00   1809.7  1466.3    1.08    -  
0.7L    :  24.12
   962.8    41.5  2.058  266.2    2.1   1.79   1855.8  0.070T 1.00       -       -     -     -  
0.8L    :  27.63
   738.7    41.5  1.768  266.7    1.8   1.54   1602.2  0.082T 1.00       -       -     -     -  
0.9L    :  31.15
   397.7    41.5  1.478  267.2    1.5   1.29   1345.9  0.098T 1.00       -       -     -     -  
H/2     :  31.95
   301.9    41.5  1.300  267.6    1.3   1.14   1188.2  0.112T 1.00       -       -     -     -  
Transfer:  31.67
   336.4    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    -0.107
        M   2.00 Fb     0.352
 
  2   2 E  42.50 Ft     0.447
        M  42.50 Fb     0.173
 
  3   2 E   6.00 Ft     0.340
        M   6.00 Fb     0.525
 
  4   2 E   6.00 Ft     0.233
        M   6.00 Fb     0.878
 
  5   2 E   2.00 Ft     0.054
        M   2.00 Fb     1.288
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 35.17            Release Length, ft: 35.17
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:  2.91 %               Final losses: 11.79 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.288     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.054       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     1139.86     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   0.267     Midspan    1.800   0.021     Midspan
    Pre.Top:   3.000   0.651     Midspan    2.250   0.523     Midspan
    Pre.Bot:   3.000   0.922    Transfer    2.250   1.081    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   0.206     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.357     Midspan
    Pre.Bot:                                                             2.000   0.426    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.08 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.151  1.80      0.271  2.20      0.332
Self Wt.       :      -0.039  1.85     -0.072  2.40     -0.093
Deck + Haunch  :                       -0.045  2.30     -0.103
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
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   34.17
     DC  Line       0.070      0.00       0.070   34.17
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    17.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 35.167 ft
Release length = 35.167 ft
Design  length = 34.167 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)  : 0.793   (Calculated)    
Live Moment (1  lane  loaded)  : 0.613   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.983   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.823   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 3
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        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     3.02     6.53    10.05    13.57    17.08
 
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)   =      0.070 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)       
-------------------------------------------------------------------------------------
       351.670         740 260.236      5.106 20678.975   192.848       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      2.8950     No
      2      US#4[M13]       60.00        0.40      12.00       2.8950      4.8950     No
      2      US#4[M13]       60.00        0.40      12.00       2.3957      4.3957    Yes
      2      US#4[M13]       60.00        0.40      21.75       4.3957      6.2083    Yes
      2      US#4[M13]       60.00        0.40      21.00       6.2083     28.9587    Yes
      2      US#4[M13]       60.00        0.40      21.75      28.9587     30.7713    Yes
      2      US#4[M13]       60.00        0.40      12.00      30.7713     32.7713    Yes
      2      US#4[M13]       60.00        0.40      12.00      30.2720     32.2720     No
      2      US#4[M13]       60.00        0.40      10.50      32.2720     33.1470     No
      2      US#4[M13]       60.00        0.40       9.00      33.1470     34.6470     No
      2      US#4[M13]       60.00        0.40       9.00      32.7713     35.0213    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     **     5.71 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.889 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.69 ksi    0.00 ksi
    due to Composite Loads                                 -0.20 ksi    0.00 ksi
    due to Live Loads                                      -1.87 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                  5.71 ksi  ( 2.91 %)            17.39 ksi ( 8.87 %)
Total Prestress Losses                                    23.11 ksi (11.79 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    23.3    20.8    27.6    53.1    71.3    82.2    85.8
(Max)       V      10.0     8.6     8.7     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     3.1     2.8     3.7     7.1     9.5    11.0    11.5
DC(Max)     V       1.3     1.1     1.2     1.1     0.8     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    29.1    26.0    34.5    66.3    89.1   102.7   107.2
Haunch (Max)V      12.6    10.7    10.9    10.3     7.8     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.3     0.4     0.9     1.4     1.9     2.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0     5.9     5.2     7.0    13.4    17.9    20.7    21.6
DC(Max)     V       2.5     2.2     2.2     2.1     1.6     1.0     0.5     0.0
DL-Comp   : M       0.0     5.2     4.7     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   143.7   129.1   169.6   311.3   401.3   458.1   471.6
            V      79.2    70.6    71.6    68.8    15.4    46.4    37.6    28.9
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    79.2    70.6    71.6    68.8    56.7    47.2    39.3    31.6
            M      -0.0   144.4   130.0   169.6   298.6   382.5   429.6   434.6
Total     : M+      0.0   210.6   189.0   249.1   464.1   606.6   695.1   719.4
            V     108.1    95.2    96.7    92.6    33.3    58.3    43.7    29.0
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   108.1    95.2    96.7    92.6    74.6    59.2    45.3    31.7
            M      -0.0   211.3   190.0   249.1   451.3   587.7   666.5   682.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   31.95   31.67   34.17
Self wt.  : M      82.2    71.3    53.1    27.6    20.8    23.3     0.0
(Max)       V       2.1     4.1     6.2     8.3     8.7     8.6    10.0
DL-Prec.  : M      11.0     9.5     7.1     3.7     2.8     3.1     0.0
DC(Max)     V       0.3     0.6     0.8     1.1     1.2     1.1     1.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.7    89.1    66.3    34.5    26.0    29.1     0.0
Haunch (Max)V       2.6     5.2     7.8    10.3    10.9    10.7    12.6
Diaphragm : M       1.9     1.4     0.9     0.4     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      20.7    17.9    13.4     7.0     5.2     5.9     0.0
DC(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
DL-Comp   : M      18.4    16.0    11.9     6.2     4.7     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    458.1   401.3   311.3   169.6   129.1   143.7     0.0
            V      37.6    46.4    15.4    68.8    71.6    70.6    79.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    39.3    47.2    56.7    68.8    71.6    70.6    79.2
            M     429.6   382.5   298.6   169.6   130.0   144.4    -0.0
Total     : M+    695.0   606.5   464.1   249.0   189.0   210.6     0.0
            V      43.7    58.3    33.3    92.6    96.7    95.2   108.1
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    45.3    59.2    74.6    92.6    96.7    95.2   108.1
            M     666.5   587.7   451.3   249.0   190.0   211.3    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               10.0             10.0
Deck+Haunch            12.6             12.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.3              1.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           12.6             12.6
DL-Comp.(DW)           11.3             11.3
Live                   63.3             63.3
        Truck          52.3             52.3
        Lane           10.9             10.9
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    23.3    20.8    27.6    53.1    71.3    82.2    85.8
(Max)       V      10.0     8.6     8.7     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     3.1     2.8     3.7     7.1     9.5    11.0    11.5
DC(Max)     V       1.3     1.1     1.2     1.1     0.8     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    29.1    26.0    34.5    66.3    89.1   102.7   107.2
Haunch (Max)V      12.6    10.7    10.9    10.3     7.8     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.3     0.4     0.9     1.4     1.9     2.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0     5.9     5.2     7.0    13.4    17.9    20.7    21.6
DC(Max)     V       2.5     2.2     2.2     2.1     1.6     1.0     0.5     0.0
DL-Comp   : M       0.0     5.2     4.7     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   115.0   103.3   135.7   249.1   321.1   366.5   377.3
            V      63.4    56.5    57.2    55.0    12.3    37.1    30.1    23.1
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    63.4    56.5    57.2    55.0    45.4    37.8    31.4    25.2
            M      -0.0   115.5   104.0   135.7   238.9   306.0   343.7   347.7
Total     : M+      0.0   181.9   163.2   215.1   401.8   526.3   603.4   625.1
            V      92.2    81.1    82.4    78.8    30.2    49.1    36.2    23.2
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    92.2    81.1    82.4    78.8    63.2    49.7    37.5    25.4
            M      -0.0   182.5   164.0   215.1   391.6   511.2   580.6   595.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   31.95   31.67   34.17
Self wt.  : M      82.2    71.3    53.1    27.6    20.8    23.3     0.0
(Max)       V       2.1     4.1     6.2     8.3     8.7     8.6    10.0
DL-Prec.  : M      11.0     9.5     7.1     3.7     2.8     3.1     0.0
DC(Max)     V       0.3     0.6     0.8     1.1     1.2     1.1     1.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.7    89.1    66.3    34.5    26.0    29.1     0.0
Haunch (Max)V       2.6     5.2     7.8    10.3    10.9    10.7    12.6
Diaphragm : M       1.9     1.4     0.9     0.4     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      20.7    17.9    13.4     7.0     5.2     5.9     0.0
DC(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
DL-Comp   : M      18.4    16.0    11.9     6.2     4.7     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    366.5   321.1   249.1   135.7   103.3   115.0     0.0
            V      30.1    37.1    12.3    55.0    57.2    56.5    63.4
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    31.4    37.8    45.4    55.0    57.2    56.5    63.4
            M     343.7   306.0   238.9   135.7   104.0   115.5    -0.0
Total     : M+    603.4   526.3   401.8   215.1   163.2   181.9     0.0
            V      36.2    49.1    30.2    78.8    82.4    81.1    92.2
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    37.5    49.7    63.2    78.8    82.4    81.1    92.2
            M     580.6   511.2   391.6   215.1   163.9   182.5    -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    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    29.1    26.1    34.5    66.4    89.1   102.7   107.3
(Max)       V      12.6    10.7    10.9    10.3     7.8     5.2     2.6     0.0
Self wt.  : M       0.0    20.9    18.8    24.9    47.8    64.1    74.0    77.2
(Min)       V       9.0     7.7     7.9     7.4     5.6     3.7     1.9     0.0
DL-Prec.  : M       0.0     3.9     3.5     4.6     8.9    11.9    13.7    14.3
DC(Max)     V       1.7     1.4     1.5     1.4     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     2.8     2.5     3.3     6.4     8.6     9.9    10.3
DC(Min)     V       1.2     1.0     1.1     1.0     0.7     0.5     0.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    36.4    32.6    43.2    82.9   111.3   128.4   134.0
Haunch (Max)V      15.7    13.4    13.7    12.9     9.7     6.5     3.2     0.0
Deck +    : M       0.0    26.2    23.4    31.1    59.7    80.2    92.4    96.5
Haunch (Min)V      11.3     9.6     9.8     9.3     7.0     4.7     2.3     0.0
Diaphragm : M       0.0     0.4     0.4     0.5     1.2     1.8     2.4     3.0
(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     0.8     1.3     1.7     2.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0     7.3     6.6     8.7    16.7    22.4    25.9    27.0
DC(Max)     V       3.2     2.7     2.7     2.6     2.0     1.3     0.7     0.0
DL-Comp   : M       0.0     5.3     4.7     6.3    12.0    16.1    18.6    19.4
DC(Min)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
DL-Comp   : M       0.0     7.8     7.0     9.3    17.9    24.0    27.7    28.9
DW(Max)     V       3.4     2.9     2.9     2.8     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     3.4     3.0     4.0     7.7    10.4    12.0    12.5
DW(Min)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
LL + I    : M+      0.0   251.5   225.9   296.8   544.8   702.3   801.7   825.3
            V     138.6   123.5   125.2   120.4    27.0    81.2    65.8    50.5
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   138.6   123.5   125.2   120.4    99.2    82.6    68.7    55.2
            M      -0.0   252.7   227.6   296.8   522.5   669.4   751.8   760.5
Total     : M+      0.0   336.5   301.9   397.7   738.7   962.9  1102.5  1139.9
            V     175.2   154.8   157.1   150.6    49.7    96.4    73.5    50.7
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   175.2   154.8   157.1   150.6   121.9    97.8    76.4    55.4
            M      -0.0   337.7   303.6   397.7   716.4   929.9  1052.5  1075.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   31.95   31.67   34.17
Self wt.  : M     102.7    89.1    66.4    34.5    26.1    29.1     0.0
(Max)       V       2.6     5.2     7.8    10.3    10.9    10.7    12.6
Self wt.  : M      74.0    64.1    47.8    24.9    18.8    20.9     0.0
(Min)       V       1.9     3.7     5.6     7.4     7.9     7.7     9.0
DL-Prec.  : M      13.7    11.9     8.9     4.6     3.5     3.9     0.0
DC(Max)     V       0.3     0.7     1.0     1.4     1.5     1.4     1.7
DL-Prec.  : M       9.9     8.6     6.4     3.3     2.5     2.8     0.0
DC(Min)     V       0.2     0.5     0.7     1.0     1.1     1.0     1.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     128.4   111.3    82.9    43.2    32.6    36.4     0.0
Haunch (Max)V       3.2     6.5     9.7    12.9    13.7    13.4    15.7
Deck +    : M      92.4    80.2    59.7    31.1    23.4    26.2     0.0
Haunch (Min)V       2.3     4.7     7.0     9.3     9.8     9.6    11.3
Diaphragm : M       2.4     1.8     1.2     0.5     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       1.7     1.3     0.8     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      25.9    22.4    16.7     8.7     6.6     7.3     0.0
DC(Max)     V       0.7     1.3     2.0     2.6     2.7     2.7     3.2
DL-Comp   : M      18.6    16.1    12.0     6.3     4.7     5.3     0.0
DC(Min)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
DL-Comp   : M      27.7    24.0    17.9     9.3     7.0     7.8     0.0
DW(Max)     V       0.7     1.4     2.1     2.8     2.9     2.9     3.4
DL-Comp   : M      12.0    10.4     7.7     4.0     3.0     3.4     0.0
DW(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
LL + I    : M+    801.7   702.3   544.8   296.8   225.9   251.5     0.0
            V      65.8    81.2    27.0   120.4   125.2   123.5   138.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    68.7    82.6    99.2   120.4   125.2   123.5   138.6
            M     751.8   669.4   522.5   296.8   227.6   252.7    -0.0
Total     : M+   1102.5   962.8   738.7   397.7   301.9   336.4     0.0
            V      73.5    96.4    49.7   150.6   157.1   154.8   175.2
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    76.4    97.8   121.9   150.6   157.1   154.8   175.2
            M    1052.5   929.9   716.4   397.7   303.6   337.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               12.6             12.6
Deck+Haunch            15.7             15.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.7              1.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           15.8             15.8
DL-Comp.(DW)           16.9             16.9
Live                  110.7            110.7
        Truck          91.6             91.6
        Lane           19.1             19.1
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    23.3    20.8    27.6    53.1    71.3    82.2    85.8
(Max)       V      10.0     8.6     8.7     8.3     6.2     4.1     2.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     3.1     2.8     3.7     7.1     9.5    11.0    11.5
DC(Max)     V       1.3     1.1     1.2     1.1     0.8     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    29.1    26.0    34.5    66.3    89.1   102.7   107.2
Haunch (Max)V      12.6    10.7    10.9    10.3     7.8     5.2     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     0.4     0.3     0.4     0.9     1.4     1.9     2.4
(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     5.9     5.2     7.0    13.4    17.9    20.7    21.6
DC(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
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     5.2     4.7     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     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   103.9    93.1   123.1   233.1   306.3   346.5   352.1
            V      60.8    55.9    56.4    54.9     4.8    41.0    34.3    27.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    60.8    55.9    56.4    54.9    47.6    41.0    34.3    27.7
            M       0.0   104.0    93.3   123.1   231.3   306.3   346.5   352.1
Total     : M+      0.0   170.8   153.1   202.6   385.9   511.5   583.5   599.9
            V      89.7    80.5    81.6    78.7    22.7    52.9    40.4    27.8
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    89.7    80.5    81.6    78.7    65.5    52.9    40.4    27.8
            M       0.0   170.9   153.2   202.6   384.0   511.5   583.5   599.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   31.95   31.67   34.17
Self wt.  : M      82.2    71.3    53.1    27.6    20.8    23.3     0.0
(Max)       V       2.1     4.1     6.2     8.3     8.7     8.6    10.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      11.0     9.5     7.1     3.7     2.8     3.1     0.0
DC(Max)     V       0.3     0.6     0.8     1.1     1.2     1.1     1.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.7    89.1    66.3    34.5    26.0    29.1     0.0
Haunch (Max)V       2.6     5.2     7.8    10.3    10.9    10.7    12.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.9     1.4     0.9     0.4     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      20.7    17.9    13.4     7.0     5.2     5.9     0.0
DC(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
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      18.4    16.0    11.9     6.2     4.7     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    346.5   306.3   233.1   123.1    93.1   103.9     0.0
            V      34.3    41.0     4.8    54.9    56.4    55.9    60.8
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    34.3    41.0    47.6    54.9    56.4    55.9    60.8
            M     346.5   306.3   231.3   123.1    93.3   104.0     0.0
Total     : M+    583.4   511.5   385.9   202.6   153.1   170.8     0.0
            V      40.4    52.9    22.7    78.7    81.6    80.5    89.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    40.4    52.9    65.5    78.7    81.6    80.5    89.7
            M     583.4   511.5   384.0   202.6   153.2   170.9     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    3.52    7.03   10.55   14.07   17.58
 
Beam-Self
Precast-top    0.072   0.084   0.149   0.195   0.223   0.232 
Bottom        -0.058  -0.067  -0.119  -0.157  -0.179  -0.187 
 
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    0.054   0.065   0.130   0.177   0.205   0.214 
Bottom         1.288   1.279   1.227   1.190   1.167   1.160 


 
 
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    3.02    6.53   10.05   13.57   17.08
 
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   0.059   0.053   0.071   0.136   0.182   0.210   0.219
Bottom        -0.000  -0.048  -0.043  -0.057  -0.109  -0.146  -0.169  -0.176
 
DL-Prec (DC)
Precast-top   -0.000   0.008   0.007   0.009   0.018   0.024   0.028   0.029
Bottom        -0.000  -0.006  -0.006  -0.008  -0.015  -0.020  -0.023  -0.024
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.004   0.005   0.006
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.074   0.067   0.088   0.169   0.227   0.262   0.274
Bottom        -0.000  -0.060  -0.054  -0.071  -0.136  -0.183  -0.211  -0.220
 
DL-Comp (DC)
Topping-top   -0.000   0.003   0.003   0.004   0.007   0.009   0.011   0.011
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.006  -0.006  -0.008  -0.015  -0.020  -0.023  -0.024
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.002   0.003   0.006   0.008   0.010   0.010
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.004   0.005   0.005
Bottom        -0.000  -0.006  -0.005  -0.007  -0.013  -0.018  -0.020  -0.021
 
LL+I(+)
Topping-top   -0.000   0.075   0.067   0.088   0.162   0.209   0.239   0.246
Precast-top   -0.000   0.039   0.035   0.046   0.085   0.109   0.124   0.128
Bottom        -0.000  -0.159  -0.143  -0.187  -0.344  -0.443  -0.506  -0.521
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.081   0.072   0.095   0.176   0.227   0.259   0.267 
Precast-top   -0.003   0.168   0.150   0.202   0.400   0.539   0.624   0.651 
Bottom         0.206   0.922   0.841   0.870   0.574   0.375   0.252   0.217 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.006   0.005   0.007   0.013   0.018   0.020   0.021 
Precast-top   -0.003   0.129   0.115   0.156   0.316   0.430   0.499   0.523 
Bottom         0.206   1.081   0.984   1.057   0.918   0.819   0.758   0.738 
 

 
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    3.52    7.03   10.55   14.07   17.58
 
Beam-Self
Precast-top    0.072   0.084   0.149   0.195   0.223   0.232 
Bottom        -0.058  -0.067  -0.119  -0.157  -0.179  -0.187 
 
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    0.054   0.065   0.130   0.177   0.205   0.214 
Bottom         1.288   1.279   1.227   1.190   1.167   1.160 
 
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    3.02    6.53   10.05   13.57   17.08
 
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   0.059   0.053   0.071   0.136   0.182   0.210   0.219
Bottom        -0.000  -0.048  -0.043  -0.057  -0.109  -0.146  -0.169  -0.176
 
DL-Prec (DC)
Precast-top   -0.000   0.008   0.007   0.009   0.018   0.024   0.028   0.029
Bottom        -0.000  -0.006  -0.006  -0.008  -0.015  -0.020  -0.023  -0.024
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.004   0.005   0.006
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.074   0.067   0.088   0.169   0.227   0.262   0.274
Bottom        -0.000  -0.060  -0.054  -0.071  -0.136  -0.183  -0.211  -0.220
 
DL-Comp (DC)
Topping-top   -0.000   0.003   0.003   0.004   0.007   0.009   0.011   0.011
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.006  -0.006  -0.008  -0.015  -0.020  -0.023  -0.024
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.002   0.003   0.006   0.008   0.010   0.010
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.004   0.005   0.005
Bottom        -0.000  -0.006  -0.005  -0.007  -0.013  -0.018  -0.020  -0.021
 
LL+I(+)
Topping-top   -0.000   0.060   0.054   0.071   0.130   0.167   0.191   0.197
Precast-top   -0.000   0.031   0.028   0.037   0.068   0.087   0.100   0.102
Bottom        -0.000  -0.127  -0.114  -0.150  -0.275  -0.355  -0.405  -0.417
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.066   0.059   0.078   0.143   0.185   0.211   0.218 
Precast-top   -0.003   0.160   0.143   0.193   0.384   0.517   0.599   0.626 
Bottom         0.206   0.954   0.869   0.907   0.643   0.464   0.353   0.321 
 

 
 
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    3.02    6.53   10.05   13.57   17.08
F_LL+I(+)
Topping-top   -0.000   0.054   0.049   0.064   0.122   0.160   0.181   0.184
Precast-top   -0.000   0.028   0.025   0.033   0.063   0.083   0.094   0.096
Bottom        -0.000  -0.115  -0.103  -0.136  -0.258  -0.338  -0.383  -0.389
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.057   0.051   0.068   0.128   0.169   0.191   0.194 
Precast-top   -0.001   0.093   0.083   0.112   0.221   0.298   0.344   0.357 
Bottom         0.103   0.426   0.389   0.393   0.201   0.071  -0.004  -0.020 
 

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
    175.2    9.0   49.2    0.191   0.0   6.00e-3 50.0    167.4     0.812    0.533      1.09
      0.0    0.2   49.1     31.5 0.088      27.3 0.87    24.00     0.127    0.705*
Transfer:   3.00
    154.8    9.0   49.2    1.148   0.0   2.83e-3 38.9    124.5     0.414    0.800      0.00
    337.7    1.3   48.6    189.0 0.079      47.5 1.54    24.00     0.127    1.676 
Critical:   4.55
    142.1    9.0   49.2    1.251   0.0   1.34e-3 33.7     84.0     0.231    0.621      0.00
    520.2    1.4   48.6    189.0 0.072      73.9 2.39    24.00     0.127    1.899 
0.1L    :   3.52
    150.6    9.0   49.2    1.182   0.0   2.31e-3 37.1    113.0     0.352    0.800      0.00
    397.7    1.3   48.6    189.0 0.077      54.3 1.76    24.00     0.127    1.861 
0.2L    :   7.03
    121.9    9.0   49.2    1.414   0.0   0.79e-3 31.8     42.7     0.127    0.229      0.00
    716.4    1.5   48.5    189.0 0.062      92.8 3.01    24.00     0.127    1.345 
0.3L    :  10.55
     97.8    9.0   49.2    1.646   0.0   0.37e-3 30.3      0.0     0.127    0.229      0.00
    929.9    1.8   48.4    189.0 0.050     115.5 3.75    24.00     0.127    1.932 
0.4L    :  14.07
     76.4    9.0   49.2    1.736   0.0   0.20e-3 29.7      0.0     0.127    0.229      0.00
   1052.5    1.9   48.3    189.0 0.039     128.5 4.18    24.00     0.127    2.653 
0.5L    :  17.58
     55.4    9.0   49.2    1.736   0.0  -0.00e-3 29.0      0.0     0.127    0.229      0.00
   1075.1    1.9   48.3    189.0 0.028     147.7 4.81    24.00     0.127    4.018 
0.6L    :  21.10
     76.4    9.0   49.2    1.736   0.0   0.20e-3 29.7      0.0     0.127    0.229      0.00
   1052.5    1.9   48.3    189.0 0.039     128.5 4.18    24.00     0.127    2.653 
0.7L    :  24.62
     97.8    9.0   49.2    1.646   0.0   0.37e-3 30.3      0.0     0.127    0.229      0.00
    929.9    1.8   48.4    189.0 0.050     115.5 3.75    24.00     0.127    1.933 
0.8L    :  28.13
    121.9    9.0   49.2    1.414   0.0   0.79e-3 31.8     42.7     0.127    0.229      0.00
    716.4    1.5   48.5    189.0 0.062      92.8 3.01    24.00     0.127    1.345 
0.9L    :  31.65
    150.6    9.0   49.2    1.182   0.0   2.31e-3 37.1    113.0     0.352    0.800      0.00
    397.7    1.3   48.6    189.0 0.077      54.3 1.76    24.00     0.127    1.862 
Critical:  30.62
    142.1    9.0   49.2    1.251   0.0   1.34e-3 33.7     84.0     0.231    0.621      0.00
    520.2    1.4   48.6    189.0 0.072      73.9 2.39    24.00     0.127    1.899 
Transfer:  32.17
    154.8    9.0   49.2    1.148   0.0   2.83e-3 38.9    124.5     0.414    0.800      0.00
    337.7    1.3   48.6    189.0 0.079      47.5 1.54    24.00     0.127    1.676 
Bearing :  34.67
    175.2    9.0   49.2    0.191   0.0   6.00e-3 50.0    167.4     0.812    0.533      1.09
      0.0    0.2   49.1     31.5 0.088      27.3 0.87    24.00     0.127    0.705*
 

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
    175.2      3.96     49.25    0.21       49.14    24.00      0.120      1.021      0.120      0.533 
Transfer:      2.50
    154.8      3.54     49.25    1.25       48.62    24.00      0.120      0.879      0.036      0.400 
Critical:      4.05
    142.2      3.25     49.25    1.36       48.57    24.00      0.120      0.784      0.000      0.221 
0.1L    :      3.02
    150.6      3.44     49.25    1.29       48.60    24.00      0.120      0.848      0.017      0.400 
0.2L    :      6.53
    121.9      2.79     49.25    1.54       48.48    24.00      0.120      0.632      0.000      0.229 
0.3L    :     10.05
     97.8      2.25     49.25    1.79       48.35    24.00      0.120      0.449      0.000      0.229 
0.4L    :     13.57
     76.4      1.76     49.25    1.89       48.31    24.00      0.120      0.286      0.000      0.229 
0.5L    :     17.08
     55.4      1.27     49.25    1.89       48.31    24.00      0.120      0.125      0.000      0.229 
0.6L    :     20.60
     76.4      1.76     49.25    1.89       48.31    24.00      0.120      0.286      0.000      0.229 
0.7L    :     24.12
     97.8      2.25     49.25    1.79       48.35    24.00      0.120      0.449      0.000      0.229 
0.8L    :     27.63
    121.9      2.79     49.25    1.54       48.48    24.00      0.120      0.631      0.000      0.229 
0.9L    :     31.15
    150.6      3.44     49.25    1.29       48.60    24.00      0.120      0.848      0.017      0.400 
Critical:     30.12
    142.2      3.25     49.25    1.36       48.57    24.00      0.120      0.784      0.000      0.221 
Transfer:     31.67
    154.8      3.54     49.25    1.25       48.62    24.00      0.120      0.879      0.036      0.400 
Bearing :     34.17
    175.2      3.96     49.25    0.21       49.14    24.00      0.120      1.021      0.120      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.02 ft
Prestress      :       0.053  1.80      0.096  2.20      0.117
Self Wt.       :      -0.012  1.85     -0.023  2.40     -0.029
Deck + Haunch  :                       -0.012  2.30     -0.029
DL-Prec. (DC)  :                       -0.001  3.00     -0.004
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.001  3.00     -0.002
DL-Comp. (DW)  :                       -0.001  3.00     -0.002
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 6.53 ft
Prestress      :       0.096  1.80      0.173  2.20      0.211
Self Wt.       :      -0.023  1.85     -0.043  2.40     -0.055
Deck + Haunch  :                       -0.026  2.30     -0.059
DL-Prec. (DC)  :                       -0.003  3.00     -0.008
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.005
DL-Comp. (DW)  :                       -0.001  3.00     -0.004
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 10.05 ft
Prestress      :       0.126  1.80      0.227  2.20      0.278
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
Deck + Haunch  :                       -0.036  2.30     -0.083
DL-Prec. (DC)  :                       -0.004  3.00     -0.012
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.006
DL-Comp. (DW)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 13.57 ft
Prestress      :       0.145  1.80      0.260  2.20      0.318
Self Wt.       :      -0.037  1.85     -0.069  2.40     -0.089
Deck + Haunch  :                       -0.043  2.30     -0.098
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 17.08 ft
Prestress      :       0.151  1.80      0.271  2.20      0.332
Self Wt.       :      -0.039  1.85     -0.072  2.40     -0.093
Deck + Haunch  :                       -0.045  2.30     -0.103
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 20.60 ft
Prestress      :       0.145  1.80      0.260  2.20      0.318
Self Wt.       :      -0.037  1.85     -0.069  2.40     -0.089
Deck + Haunch  :                       -0.043  2.30     -0.098
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 24.12 ft
Prestress      :       0.126  1.80      0.227  2.20      0.278
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
Deck + Haunch  :                       -0.036  2.30     -0.083
DL-Prec. (DC)  :                       -0.004  3.00     -0.012
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.006
DL-Comp. (DW)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 27.63 ft
Prestress      :       0.096  1.80      0.173  2.20      0.211
Self Wt.       :      -0.023  1.85     -0.043  2.40     -0.055
Deck + Haunch  :                       -0.026  2.30     -0.059
DL-Prec. (DC)  :                       -0.003  3.00     -0.008
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.005
DL-Comp. (DW)  :                       -0.001  3.00     -0.004
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 31.15 ft
Prestress      :       0.053  1.80      0.096  2.20      0.117
Self Wt.       :      -0.012  1.85     -0.023  2.40     -0.029
Deck + Haunch  :                       -0.012  2.30     -0.029
DL-Prec. (DC)  :                       -0.001  3.00     -0.004
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.001  3.00     -0.002
DL-Comp. (DW)  :                       -0.001  3.00     -0.002
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
   336.5    41.5  1.435  267.3    1.5   1.25   1308.0  0.101T 1.00       -       -     -     -  
H/2     :   2.22
   301.9    41.5  1.300  267.6    1.3   1.14   1188.2  0.112T 1.00       -       -     -     -  
0.1L    :   3.02
   397.7    41.5  1.478  267.2    1.5   1.29   1345.9  0.098T 1.00       -       -     -     -  
0.2L    :   6.53
   738.7    41.5  1.768  266.7    1.8   1.54   1602.2  0.082T 1.00       -       -     -     -  
0.3L    :  10.05
   962.9    41.5  2.058  266.2    2.1   1.79   1855.8  0.070T 1.00       -       -     -     -  
0.4L    :  13.57
  1102.5    41.5  2.170  266.0    2.2   1.89   1953.0  0.066T 1.00   1809.7  1466.3    1.08    -  
0.5L    :  17.08
  1139.9    41.5  2.170  266.0    2.2   1.89   1953.0  0.066T 1.00   1801.9  1516.0    1.08    -  
0.6L    :  20.60
  1102.5    41.5  2.170  266.0    2.2   1.89   1953.0  0.066T 1.00   1809.7  1466.3    1.08    -  
0.7L    :  24.12
   962.8    41.5  2.058  266.2    2.1   1.79   1855.8  0.070T 1.00       -       -     -     -  
0.8L    :  27.63
   738.7    41.5  1.768  266.7    1.8   1.54   1602.2  0.082T 1.00       -       -     -     -  
0.9L    :  31.15
   397.7    41.5  1.478  267.2    1.5   1.29   1345.9  0.098T 1.00       -       -     -     -  
H/2     :  31.95
   301.9    41.5  1.300  267.6    1.3   1.14   1188.2  0.112T 1.00       -       -     -     -  
Transfer:  31.67
   336.4    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    -0.107
        M   2.00 Fb     0.352
 
  2   2 E  42.50 Ft     0.447
        M  42.50 Fb     0.173
 
  3   2 E   6.00 Ft     0.340
        M   6.00 Fb     0.525
 
  4   2 E   6.00 Ft     0.233
        M   6.00 Fb     0.878
 
  5   2 E   2.00 Ft     0.054
        M   2.00 Fb     1.288
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 35.17            Release Length, ft: 35.17
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:  2.91 %               Final losses: 11.79 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.288     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.054       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     1139.86     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   0.267     Midspan    1.800   0.021     Midspan
    Pre.Top:   3.000   0.651     Midspan    2.250   0.523     Midspan
    Pre.Bot:   3.000   0.922    Transfer    2.250   1.081    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   0.206     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.357     Midspan
    Pre.Bot:                                                             2.000   0.426    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.08 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.151  1.80      0.271  2.20      0.332
Self Wt.       :      -0.039  1.85     -0.072  2.40     -0.093
Deck + Haunch  :                       -0.045  2.30     -0.103
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
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   34.17
     DC  Line       0.070      0.00       0.070   34.17
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    17.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 35.167 ft
Release length = 35.167 ft
Design  length = 34.167 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)  : 0.793   (Calculated)    
Live Moment (1  lane  loaded)  : 0.613   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.983   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.823   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 4
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        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     3.02     6.53    10.05    13.57    17.08
 
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)   =      0.070 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)       
-------------------------------------------------------------------------------------
       351.670         740 260.236      5.106 20678.975   192.848       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      2.8950     No
      2      US#4[M13]       60.00        0.40      12.00       2.8950      4.8950     No
      2      US#4[M13]       60.00        0.40      12.00       2.3957      4.3957    Yes
      2      US#4[M13]       60.00        0.40      21.75       4.3957      6.2083    Yes
      2      US#4[M13]       60.00        0.40      21.00       6.2083     28.9587    Yes
      2      US#4[M13]       60.00        0.40      21.75      28.9587     30.7713    Yes
      2      US#4[M13]       60.00        0.40      12.00      30.7713     32.7713    Yes
      2      US#4[M13]       60.00        0.40      12.00      30.2720     32.2720     No
      2      US#4[M13]       60.00        0.40      10.50      32.2720     33.1470     No
      2      US#4[M13]       60.00        0.40       9.00      33.1470     34.6470     No
      2      US#4[M13]       60.00        0.40       9.00      32.7713     35.0213    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     **     5.71 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.889 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.69 ksi    0.00 ksi
    due to Composite Loads                                 -0.20 ksi    0.00 ksi
    due to Live Loads                                      -1.87 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                  5.71 ksi  ( 2.91 %)            17.39 ksi ( 8.87 %)
Total Prestress Losses                                    23.11 ksi (11.79 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    23.3    20.8    27.6    53.1    71.3    82.2    85.8
(Max)       V      10.0     8.6     8.7     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     3.1     2.8     3.7     7.1     9.5    11.0    11.5
DC(Max)     V       1.3     1.1     1.2     1.1     0.8     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    29.1    26.0    34.5    66.3    89.1   102.7   107.2
Haunch (Max)V      12.6    10.7    10.9    10.3     7.8     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.3     0.4     0.9     1.4     1.9     2.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0     5.9     5.2     7.0    13.4    17.9    20.7    21.6
DC(Max)     V       2.5     2.2     2.2     2.1     1.6     1.0     0.5     0.0
DL-Comp   : M       0.0     5.2     4.7     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   143.7   129.1   169.6   311.3   401.3   458.1   471.6
            V      79.2    70.6    71.6    68.8    15.4    46.4    37.6    28.9
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    79.2    70.6    71.6    68.8    56.7    47.2    39.3    31.6
            M      -0.0   144.4   130.0   169.6   298.6   382.5   429.6   434.6
Total     : M+      0.0   210.6   189.0   249.1   464.1   606.6   695.1   719.4
            V     108.1    95.2    96.7    92.6    33.3    58.3    43.7    29.0
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   108.1    95.2    96.7    92.6    74.6    59.2    45.3    31.7
            M      -0.0   211.3   190.0   249.1   451.3   587.7   666.5   682.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   31.95   31.67   34.17
Self wt.  : M      82.2    71.3    53.1    27.6    20.8    23.3     0.0
(Max)       V       2.1     4.1     6.2     8.3     8.7     8.6    10.0
DL-Prec.  : M      11.0     9.5     7.1     3.7     2.8     3.1     0.0
DC(Max)     V       0.3     0.6     0.8     1.1     1.2     1.1     1.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.7    89.1    66.3    34.5    26.0    29.1     0.0
Haunch (Max)V       2.6     5.2     7.8    10.3    10.9    10.7    12.6
Diaphragm : M       1.9     1.4     0.9     0.4     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      20.7    17.9    13.4     7.0     5.2     5.9     0.0
DC(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
DL-Comp   : M      18.4    16.0    11.9     6.2     4.7     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    458.1   401.3   311.3   169.6   129.1   143.7     0.0
            V      37.6    46.4    15.4    68.8    71.6    70.6    79.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    39.3    47.2    56.7    68.8    71.6    70.6    79.2
            M     429.6   382.5   298.6   169.6   130.0   144.4    -0.0
Total     : M+    695.0   606.5   464.1   249.0   189.0   210.6     0.0
            V      43.7    58.3    33.3    92.6    96.7    95.2   108.1
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    45.3    59.2    74.6    92.6    96.7    95.2   108.1
            M     666.5   587.7   451.3   249.0   190.0   211.3    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               10.0             10.0
Deck+Haunch            12.6             12.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.3              1.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           12.6             12.6
DL-Comp.(DW)           11.3             11.3
Live                   63.3             63.3
        Truck          52.3             52.3
        Lane           10.9             10.9
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    23.3    20.8    27.6    53.1    71.3    82.2    85.8
(Max)       V      10.0     8.6     8.7     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     3.1     2.8     3.7     7.1     9.5    11.0    11.5
DC(Max)     V       1.3     1.1     1.2     1.1     0.8     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    29.1    26.0    34.5    66.3    89.1   102.7   107.2
Haunch (Max)V      12.6    10.7    10.9    10.3     7.8     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.3     0.4     0.9     1.4     1.9     2.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0     5.9     5.2     7.0    13.4    17.9    20.7    21.6
DC(Max)     V       2.5     2.2     2.2     2.1     1.6     1.0     0.5     0.0
DL-Comp   : M       0.0     5.2     4.7     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   115.0   103.3   135.7   249.1   321.1   366.5   377.3
            V      63.4    56.5    57.2    55.0    12.3    37.1    30.1    23.1
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    63.4    56.5    57.2    55.0    45.4    37.8    31.4    25.2
            M      -0.0   115.5   104.0   135.7   238.9   306.0   343.7   347.7
Total     : M+      0.0   181.9   163.2   215.1   401.8   526.3   603.4   625.1
            V      92.2    81.1    82.4    78.8    30.2    49.1    36.2    23.2
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    92.2    81.1    82.4    78.8    63.2    49.7    37.5    25.4
            M      -0.0   182.5   164.0   215.1   391.6   511.2   580.6   595.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   31.95   31.67   34.17
Self wt.  : M      82.2    71.3    53.1    27.6    20.8    23.3     0.0
(Max)       V       2.1     4.1     6.2     8.3     8.7     8.6    10.0
DL-Prec.  : M      11.0     9.5     7.1     3.7     2.8     3.1     0.0
DC(Max)     V       0.3     0.6     0.8     1.1     1.2     1.1     1.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.7    89.1    66.3    34.5    26.0    29.1     0.0
Haunch (Max)V       2.6     5.2     7.8    10.3    10.9    10.7    12.6
Diaphragm : M       1.9     1.4     0.9     0.4     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      20.7    17.9    13.4     7.0     5.2     5.9     0.0
DC(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
DL-Comp   : M      18.4    16.0    11.9     6.2     4.7     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    366.5   321.1   249.1   135.7   103.3   115.0     0.0
            V      30.1    37.1    12.3    55.0    57.2    56.5    63.4
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    31.4    37.8    45.4    55.0    57.2    56.5    63.4
            M     343.7   306.0   238.9   135.7   104.0   115.5    -0.0
Total     : M+    603.4   526.3   401.8   215.1   163.2   181.9     0.0
            V      36.2    49.1    30.2    78.8    82.4    81.1    92.2
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    37.5    49.7    63.2    78.8    82.4    81.1    92.2
            M     580.6   511.2   391.6   215.1   163.9   182.5    -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    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    29.1    26.1    34.5    66.4    89.1   102.7   107.3
(Max)       V      12.6    10.7    10.9    10.3     7.8     5.2     2.6     0.0
Self wt.  : M       0.0    20.9    18.8    24.9    47.8    64.1    74.0    77.2
(Min)       V       9.0     7.7     7.9     7.4     5.6     3.7     1.9     0.0
DL-Prec.  : M       0.0     3.9     3.5     4.6     8.9    11.9    13.7    14.3
DC(Max)     V       1.7     1.4     1.5     1.4     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     2.8     2.5     3.3     6.4     8.6     9.9    10.3
DC(Min)     V       1.2     1.0     1.1     1.0     0.7     0.5     0.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    36.4    32.6    43.2    82.9   111.3   128.4   134.0
Haunch (Max)V      15.7    13.4    13.7    12.9     9.7     6.5     3.2     0.0
Deck +    : M       0.0    26.2    23.4    31.1    59.7    80.2    92.4    96.5
Haunch (Min)V      11.3     9.6     9.8     9.3     7.0     4.7     2.3     0.0
Diaphragm : M       0.0     0.4     0.4     0.5     1.2     1.8     2.4     3.0
(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     0.8     1.3     1.7     2.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0     7.3     6.6     8.7    16.7    22.4    25.9    27.0
DC(Max)     V       3.2     2.7     2.7     2.6     2.0     1.3     0.7     0.0
DL-Comp   : M       0.0     5.3     4.7     6.3    12.0    16.1    18.6    19.4
DC(Min)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
DL-Comp   : M       0.0     7.8     7.0     9.3    17.9    24.0    27.7    28.9
DW(Max)     V       3.4     2.9     2.9     2.8     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     3.4     3.0     4.0     7.7    10.4    12.0    12.5
DW(Min)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
LL + I    : M+      0.0   251.5   225.9   296.8   544.8   702.3   801.7   825.3
            V     138.6   123.5   125.2   120.4    27.0    81.2    65.8    50.5
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   138.6   123.5   125.2   120.4    99.2    82.6    68.7    55.2
            M      -0.0   252.7   227.6   296.8   522.5   669.4   751.8   760.5
Total     : M+      0.0   336.5   301.9   397.7   738.7   962.9  1102.5  1139.9
            V     175.2   154.8   157.1   150.6    49.7    96.4    73.5    50.7
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   175.2   154.8   157.1   150.6   121.9    97.8    76.4    55.4
            M      -0.0   337.7   303.6   397.7   716.4   929.9  1052.5  1075.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   31.95   31.67   34.17
Self wt.  : M     102.7    89.1    66.4    34.5    26.1    29.1     0.0
(Max)       V       2.6     5.2     7.8    10.3    10.9    10.7    12.6
Self wt.  : M      74.0    64.1    47.8    24.9    18.8    20.9     0.0
(Min)       V       1.9     3.7     5.6     7.4     7.9     7.7     9.0
DL-Prec.  : M      13.7    11.9     8.9     4.6     3.5     3.9     0.0
DC(Max)     V       0.3     0.7     1.0     1.4     1.5     1.4     1.7
DL-Prec.  : M       9.9     8.6     6.4     3.3     2.5     2.8     0.0
DC(Min)     V       0.2     0.5     0.7     1.0     1.1     1.0     1.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     128.4   111.3    82.9    43.2    32.6    36.4     0.0
Haunch (Max)V       3.2     6.5     9.7    12.9    13.7    13.4    15.7
Deck +    : M      92.4    80.2    59.7    31.1    23.4    26.2     0.0
Haunch (Min)V       2.3     4.7     7.0     9.3     9.8     9.6    11.3
Diaphragm : M       2.4     1.8     1.2     0.5     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       1.7     1.3     0.8     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      25.9    22.4    16.7     8.7     6.6     7.3     0.0
DC(Max)     V       0.7     1.3     2.0     2.6     2.7     2.7     3.2
DL-Comp   : M      18.6    16.1    12.0     6.3     4.7     5.3     0.0
DC(Min)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
DL-Comp   : M      27.7    24.0    17.9     9.3     7.0     7.8     0.0
DW(Max)     V       0.7     1.4     2.1     2.8     2.9     2.9     3.4
DL-Comp   : M      12.0    10.4     7.7     4.0     3.0     3.4     0.0
DW(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
LL + I    : M+    801.7   702.3   544.8   296.8   225.9   251.5     0.0
            V      65.8    81.2    27.0   120.4   125.2   123.5   138.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    68.7    82.6    99.2   120.4   125.2   123.5   138.6
            M     751.8   669.4   522.5   296.8   227.6   252.7    -0.0
Total     : M+   1102.5   962.8   738.7   397.7   301.9   336.4     0.0
            V      73.5    96.4    49.7   150.6   157.1   154.8   175.2
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    76.4    97.8   121.9   150.6   157.1   154.8   175.2
            M    1052.5   929.9   716.4   397.7   303.6   337.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               12.6             12.6
Deck+Haunch            15.7             15.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.7              1.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           15.8             15.8
DL-Comp.(DW)           16.9             16.9
Live                  110.7            110.7
        Truck          91.6             91.6
        Lane           19.1             19.1
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    23.3    20.8    27.6    53.1    71.3    82.2    85.8
(Max)       V      10.0     8.6     8.7     8.3     6.2     4.1     2.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     3.1     2.8     3.7     7.1     9.5    11.0    11.5
DC(Max)     V       1.3     1.1     1.2     1.1     0.8     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    29.1    26.0    34.5    66.3    89.1   102.7   107.2
Haunch (Max)V      12.6    10.7    10.9    10.3     7.8     5.2     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     0.4     0.3     0.4     0.9     1.4     1.9     2.4
(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     5.9     5.2     7.0    13.4    17.9    20.7    21.6
DC(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
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     5.2     4.7     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     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   103.9    93.1   123.1   233.1   306.3   346.5   352.1
            V      60.8    55.9    56.4    54.9     4.8    41.0    34.3    27.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    60.8    55.9    56.4    54.9    47.6    41.0    34.3    27.7
            M       0.0   104.0    93.3   123.1   231.3   306.3   346.5   352.1
Total     : M+      0.0   170.8   153.1   202.6   385.9   511.5   583.5   599.9
            V      89.7    80.5    81.6    78.7    22.7    52.9    40.4    27.8
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    89.7    80.5    81.6    78.7    65.5    52.9    40.4    27.8
            M       0.0   170.9   153.2   202.6   384.0   511.5   583.5   599.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   31.95   31.67   34.17
Self wt.  : M      82.2    71.3    53.1    27.6    20.8    23.3     0.0
(Max)       V       2.1     4.1     6.2     8.3     8.7     8.6    10.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      11.0     9.5     7.1     3.7     2.8     3.1     0.0
DC(Max)     V       0.3     0.6     0.8     1.1     1.2     1.1     1.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.7    89.1    66.3    34.5    26.0    29.1     0.0
Haunch (Max)V       2.6     5.2     7.8    10.3    10.9    10.7    12.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.9     1.4     0.9     0.4     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      20.7    17.9    13.4     7.0     5.2     5.9     0.0
DC(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
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      18.4    16.0    11.9     6.2     4.7     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    346.5   306.3   233.1   123.1    93.1   103.9     0.0
            V      34.3    41.0     4.8    54.9    56.4    55.9    60.8
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    34.3    41.0    47.6    54.9    56.4    55.9    60.8
            M     346.5   306.3   231.3   123.1    93.3   104.0     0.0
Total     : M+    583.4   511.5   385.9   202.6   153.1   170.8     0.0
            V      40.4    52.9    22.7    78.7    81.6    80.5    89.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    40.4    52.9    65.5    78.7    81.6    80.5    89.7
            M     583.4   511.5   384.0   202.6   153.2   170.9     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    3.52    7.03   10.55   14.07   17.58
 
Beam-Self
Precast-top    0.072   0.084   0.149   0.195   0.223   0.232 
Bottom        -0.058  -0.067  -0.119  -0.157  -0.179  -0.187 
 
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    0.054   0.065   0.130   0.177   0.205   0.214 
Bottom         1.288   1.279   1.227   1.190   1.167   1.160 


 
 
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    3.02    6.53   10.05   13.57   17.08
 
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   0.059   0.053   0.071   0.136   0.182   0.210   0.219
Bottom        -0.000  -0.048  -0.043  -0.057  -0.109  -0.146  -0.169  -0.176
 
DL-Prec (DC)
Precast-top   -0.000   0.008   0.007   0.009   0.018   0.024   0.028   0.029
Bottom        -0.000  -0.006  -0.006  -0.008  -0.015  -0.020  -0.023  -0.024
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.004   0.005   0.006
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.074   0.067   0.088   0.169   0.227   0.262   0.274
Bottom        -0.000  -0.060  -0.054  -0.071  -0.136  -0.183  -0.211  -0.220
 
DL-Comp (DC)
Topping-top   -0.000   0.003   0.003   0.004   0.007   0.009   0.011   0.011
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.006  -0.006  -0.008  -0.015  -0.020  -0.023  -0.024
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.002   0.003   0.006   0.008   0.010   0.010
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.004   0.005   0.005
Bottom        -0.000  -0.006  -0.005  -0.007  -0.013  -0.018  -0.020  -0.021
 
LL+I(+)
Topping-top   -0.000   0.075   0.067   0.088   0.162   0.209   0.239   0.246
Precast-top   -0.000   0.039   0.035   0.046   0.085   0.109   0.124   0.128
Bottom        -0.000  -0.159  -0.143  -0.187  -0.344  -0.443  -0.506  -0.521
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.081   0.072   0.095   0.176   0.227   0.259   0.267 
Precast-top   -0.003   0.168   0.150   0.202   0.400   0.539   0.624   0.651 
Bottom         0.206   0.922   0.841   0.870   0.574   0.375   0.252   0.217 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.006   0.005   0.007   0.013   0.018   0.020   0.021 
Precast-top   -0.003   0.129   0.115   0.156   0.316   0.430   0.499   0.523 
Bottom         0.206   1.081   0.984   1.057   0.918   0.819   0.758   0.738 
 

 
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    3.52    7.03   10.55   14.07   17.58
 
Beam-Self
Precast-top    0.072   0.084   0.149   0.195   0.223   0.232 
Bottom        -0.058  -0.067  -0.119  -0.157  -0.179  -0.187 
 
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    0.054   0.065   0.130   0.177   0.205   0.214 
Bottom         1.288   1.279   1.227   1.190   1.167   1.160 
 
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    3.02    6.53   10.05   13.57   17.08
 
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   0.059   0.053   0.071   0.136   0.182   0.210   0.219
Bottom        -0.000  -0.048  -0.043  -0.057  -0.109  -0.146  -0.169  -0.176
 
DL-Prec (DC)
Precast-top   -0.000   0.008   0.007   0.009   0.018   0.024   0.028   0.029
Bottom        -0.000  -0.006  -0.006  -0.008  -0.015  -0.020  -0.023  -0.024
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.004   0.005   0.006
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.074   0.067   0.088   0.169   0.227   0.262   0.274
Bottom        -0.000  -0.060  -0.054  -0.071  -0.136  -0.183  -0.211  -0.220
 
DL-Comp (DC)
Topping-top   -0.000   0.003   0.003   0.004   0.007   0.009   0.011   0.011
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.006  -0.006  -0.008  -0.015  -0.020  -0.023  -0.024
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.002   0.003   0.006   0.008   0.010   0.010
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.004   0.005   0.005
Bottom        -0.000  -0.006  -0.005  -0.007  -0.013  -0.018  -0.020  -0.021
 
LL+I(+)
Topping-top   -0.000   0.060   0.054   0.071   0.130   0.167   0.191   0.197
Precast-top   -0.000   0.031   0.028   0.037   0.068   0.087   0.100   0.102
Bottom        -0.000  -0.127  -0.114  -0.150  -0.275  -0.355  -0.405  -0.417
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.066   0.059   0.078   0.143   0.185   0.211   0.218 
Precast-top   -0.003   0.160   0.143   0.193   0.384   0.517   0.599   0.626 
Bottom         0.206   0.954   0.869   0.907   0.643   0.464   0.353   0.321 
 

 
 
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    3.02    6.53   10.05   13.57   17.08
F_LL+I(+)
Topping-top   -0.000   0.054   0.049   0.064   0.122   0.160   0.181   0.184
Precast-top   -0.000   0.028   0.025   0.033   0.063   0.083   0.094   0.096
Bottom        -0.000  -0.115  -0.103  -0.136  -0.258  -0.338  -0.383  -0.389
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.057   0.051   0.068   0.128   0.169   0.191   0.194 
Precast-top   -0.001   0.093   0.083   0.112   0.221   0.298   0.344   0.357 
Bottom         0.103   0.426   0.389   0.393   0.201   0.071  -0.004  -0.020 
 

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
    175.2    9.0   49.2    0.191   0.0   6.00e-3 50.0    167.4     0.812    0.533      1.09
      0.0    0.2   49.1     31.5 0.088      27.3 0.87    24.00     0.127    0.705*
Transfer:   3.00
    154.8    9.0   49.2    1.148   0.0   2.83e-3 38.9    124.5     0.414    0.800      0.00
    337.7    1.3   48.6    189.0 0.079      47.5 1.54    24.00     0.127    1.676 
Critical:   4.55
    142.1    9.0   49.2    1.251   0.0   1.34e-3 33.7     84.0     0.231    0.621      0.00
    520.2    1.4   48.6    189.0 0.072      73.9 2.39    24.00     0.127    1.899 
0.1L    :   3.52
    150.6    9.0   49.2    1.182   0.0   2.31e-3 37.1    113.0     0.352    0.800      0.00
    397.7    1.3   48.6    189.0 0.077      54.3 1.76    24.00     0.127    1.861 
0.2L    :   7.03
    121.9    9.0   49.2    1.414   0.0   0.79e-3 31.8     42.7     0.127    0.229      0.00
    716.4    1.5   48.5    189.0 0.062      92.8 3.01    24.00     0.127    1.345 
0.3L    :  10.55
     97.8    9.0   49.2    1.646   0.0   0.37e-3 30.3      0.0     0.127    0.229      0.00
    929.9    1.8   48.4    189.0 0.050     115.5 3.75    24.00     0.127    1.932 
0.4L    :  14.07
     76.4    9.0   49.2    1.736   0.0   0.20e-3 29.7      0.0     0.127    0.229      0.00
   1052.5    1.9   48.3    189.0 0.039     128.5 4.18    24.00     0.127    2.653 
0.5L    :  17.58
     55.4    9.0   49.2    1.736   0.0  -0.00e-3 29.0      0.0     0.127    0.229      0.00
   1075.1    1.9   48.3    189.0 0.028     147.7 4.81    24.00     0.127    4.018 
0.6L    :  21.10
     76.4    9.0   49.2    1.736   0.0   0.20e-3 29.7      0.0     0.127    0.229      0.00
   1052.5    1.9   48.3    189.0 0.039     128.5 4.18    24.00     0.127    2.653 
0.7L    :  24.62
     97.8    9.0   49.2    1.646   0.0   0.37e-3 30.3      0.0     0.127    0.229      0.00
    929.9    1.8   48.4    189.0 0.050     115.5 3.75    24.00     0.127    1.933 
0.8L    :  28.13
    121.9    9.0   49.2    1.414   0.0   0.79e-3 31.8     42.7     0.127    0.229      0.00
    716.4    1.5   48.5    189.0 0.062      92.8 3.01    24.00     0.127    1.345 
0.9L    :  31.65
    150.6    9.0   49.2    1.182   0.0   2.31e-3 37.1    113.0     0.352    0.800      0.00
    397.7    1.3   48.6    189.0 0.077      54.3 1.76    24.00     0.127    1.862 
Critical:  30.62
    142.1    9.0   49.2    1.251   0.0   1.34e-3 33.7     84.0     0.231    0.621      0.00
    520.2    1.4   48.6    189.0 0.072      73.9 2.39    24.00     0.127    1.899 
Transfer:  32.17
    154.8    9.0   49.2    1.148   0.0   2.83e-3 38.9    124.5     0.414    0.800      0.00
    337.7    1.3   48.6    189.0 0.079      47.5 1.54    24.00     0.127    1.676 
Bearing :  34.67
    175.2    9.0   49.2    0.191   0.0   6.00e-3 50.0    167.4     0.812    0.533      1.09
      0.0    0.2   49.1     31.5 0.088      27.3 0.87    24.00     0.127    0.705*
 

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
    175.2      3.96     49.25    0.21       49.14    24.00      0.120      1.021      0.120      0.533 
Transfer:      2.50
    154.8      3.54     49.25    1.25       48.62    24.00      0.120      0.879      0.036      0.400 
Critical:      4.05
    142.2      3.25     49.25    1.36       48.57    24.00      0.120      0.784      0.000      0.221 
0.1L    :      3.02
    150.6      3.44     49.25    1.29       48.60    24.00      0.120      0.848      0.017      0.400 
0.2L    :      6.53
    121.9      2.79     49.25    1.54       48.48    24.00      0.120      0.632      0.000      0.229 
0.3L    :     10.05
     97.8      2.25     49.25    1.79       48.35    24.00      0.120      0.449      0.000      0.229 
0.4L    :     13.57
     76.4      1.76     49.25    1.89       48.31    24.00      0.120      0.286      0.000      0.229 
0.5L    :     17.08
     55.4      1.27     49.25    1.89       48.31    24.00      0.120      0.125      0.000      0.229 
0.6L    :     20.60
     76.4      1.76     49.25    1.89       48.31    24.00      0.120      0.286      0.000      0.229 
0.7L    :     24.12
     97.8      2.25     49.25    1.79       48.35    24.00      0.120      0.449      0.000      0.229 
0.8L    :     27.63
    121.9      2.79     49.25    1.54       48.48    24.00      0.120      0.631      0.000      0.229 
0.9L    :     31.15
    150.6      3.44     49.25    1.29       48.60    24.00      0.120      0.848      0.017      0.400 
Critical:     30.12
    142.2      3.25     49.25    1.36       48.57    24.00      0.120      0.784      0.000      0.221 
Transfer:     31.67
    154.8      3.54     49.25    1.25       48.62    24.00      0.120      0.879      0.036      0.400 
Bearing :     34.17
    175.2      3.96     49.25    0.21       49.14    24.00      0.120      1.021      0.120      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.02 ft
Prestress      :       0.053  1.80      0.096  2.20      0.117
Self Wt.       :      -0.012  1.85     -0.023  2.40     -0.029
Deck + Haunch  :                       -0.012  2.30     -0.029
DL-Prec. (DC)  :                       -0.001  3.00     -0.004
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.001  3.00     -0.002
DL-Comp. (DW)  :                       -0.001  3.00     -0.002
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 6.53 ft
Prestress      :       0.096  1.80      0.173  2.20      0.211
Self Wt.       :      -0.023  1.85     -0.043  2.40     -0.055
Deck + Haunch  :                       -0.026  2.30     -0.059
DL-Prec. (DC)  :                       -0.003  3.00     -0.008
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.005
DL-Comp. (DW)  :                       -0.001  3.00     -0.004
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 10.05 ft
Prestress      :       0.126  1.80      0.227  2.20      0.278
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
Deck + Haunch  :                       -0.036  2.30     -0.083
DL-Prec. (DC)  :                       -0.004  3.00     -0.012
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.006
DL-Comp. (DW)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 13.57 ft
Prestress      :       0.145  1.80      0.260  2.20      0.318
Self Wt.       :      -0.037  1.85     -0.069  2.40     -0.089
Deck + Haunch  :                       -0.043  2.30     -0.098
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 17.08 ft
Prestress      :       0.151  1.80      0.271  2.20      0.332
Self Wt.       :      -0.039  1.85     -0.072  2.40     -0.093
Deck + Haunch  :                       -0.045  2.30     -0.103
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 20.60 ft
Prestress      :       0.145  1.80      0.260  2.20      0.318
Self Wt.       :      -0.037  1.85     -0.069  2.40     -0.089
Deck + Haunch  :                       -0.043  2.30     -0.098
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 24.12 ft
Prestress      :       0.126  1.80      0.227  2.20      0.278
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
Deck + Haunch  :                       -0.036  2.30     -0.083
DL-Prec. (DC)  :                       -0.004  3.00     -0.012
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.006
DL-Comp. (DW)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 27.63 ft
Prestress      :       0.096  1.80      0.173  2.20      0.211
Self Wt.       :      -0.023  1.85     -0.043  2.40     -0.055
Deck + Haunch  :                       -0.026  2.30     -0.059
DL-Prec. (DC)  :                       -0.003  3.00     -0.008
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.005
DL-Comp. (DW)  :                       -0.001  3.00     -0.004
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 31.15 ft
Prestress      :       0.053  1.80      0.096  2.20      0.117
Self Wt.       :      -0.012  1.85     -0.023  2.40     -0.029
Deck + Haunch  :                       -0.012  2.30     -0.029
DL-Prec. (DC)  :                       -0.001  3.00     -0.004
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.001  3.00     -0.002
DL-Comp. (DW)  :                       -0.001  3.00     -0.002
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
   336.5    41.5  1.435  267.3    1.5   1.25   1308.0  0.101T 1.00       -       -     -     -  
H/2     :   2.22
   301.9    41.5  1.300  267.6    1.3   1.14   1188.2  0.112T 1.00       -       -     -     -  
0.1L    :   3.02
   397.7    41.5  1.478  267.2    1.5   1.29   1345.9  0.098T 1.00       -       -     -     -  
0.2L    :   6.53
   738.7    41.5  1.768  266.7    1.8   1.54   1602.2  0.082T 1.00       -       -     -     -  
0.3L    :  10.05
   962.9    41.5  2.058  266.2    2.1   1.79   1855.8  0.070T 1.00       -       -     -     -  
0.4L    :  13.57
  1102.5    41.5  2.170  266.0    2.2   1.89   1953.0  0.066T 1.00   1809.7  1466.3    1.08    -  
0.5L    :  17.08
  1139.9    41.5  2.170  266.0    2.2   1.89   1953.0  0.066T 1.00   1801.9  1516.0    1.08    -  
0.6L    :  20.60
  1102.5    41.5  2.170  266.0    2.2   1.89   1953.0  0.066T 1.00   1809.7  1466.3    1.08    -  
0.7L    :  24.12
   962.8    41.5  2.058  266.2    2.1   1.79   1855.8  0.070T 1.00       -       -     -     -  
0.8L    :  27.63
   738.7    41.5  1.768  266.7    1.8   1.54   1602.2  0.082T 1.00       -       -     -     -  
0.9L    :  31.15
   397.7    41.5  1.478  267.2    1.5   1.29   1345.9  0.098T 1.00       -       -     -     -  
H/2     :  31.95
   301.9    41.5  1.300  267.6    1.3   1.14   1188.2  0.112T 1.00       -       -     -     -  
Transfer:  31.67
   336.4    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    -0.107
        M   2.00 Fb     0.352
 
  2   2 E  42.50 Ft     0.447
        M  42.50 Fb     0.173
 
  3   2 E   6.00 Ft     0.340
        M   6.00 Fb     0.525
 
  4   2 E   6.00 Ft     0.233
        M   6.00 Fb     0.878
 
  5   2 E   2.00 Ft     0.054
        M   2.00 Fb     1.288
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 35.17            Release Length, ft: 35.17
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:  2.91 %               Final losses: 11.79 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.288     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.054       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     1139.86     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   0.267     Midspan    1.800   0.021     Midspan
    Pre.Top:   3.000   0.651     Midspan    2.250   0.523     Midspan
    Pre.Bot:   3.000   0.922    Transfer    2.250   1.081    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   0.206     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.357     Midspan
    Pre.Bot:                                                             2.000   0.426    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.08 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.151  1.80      0.271  2.20      0.332
Self Wt.       :      -0.039  1.85     -0.072  2.40     -0.093
Deck + Haunch  :                       -0.045  2.30     -0.103
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
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   34.17
     DC  Line       0.008      0.00       0.008   34.17
     DC  Line       0.064      0.00       0.064   34.17
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    17.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 35.167 ft
Release length = 35.167 ft
Design  length = 34.167 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)  : 0.740   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.740   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.798   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 5
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        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     3.02     6.53    10.05    13.57    17.08
 
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)   =      0.070 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)       
-------------------------------------------------------------------------------------
       351.670         740 260.236      5.106 20678.975   192.848       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      2.8950     No
      2      US#4[M13]       60.00        0.40      12.00       2.8950      4.8950     No
      2      US#4[M13]       60.00        0.40      12.00       2.3957      4.3957    Yes
      2      US#4[M13]       60.00        0.40      21.75       4.3957      6.2083    Yes
      2      US#4[M13]       60.00        0.40      21.00       6.2083     28.9587    Yes
      2      US#4[M13]       60.00        0.40      21.75      28.9587     30.7713    Yes
      2      US#4[M13]       60.00        0.40      12.00      30.7713     32.7713    Yes
      2      US#4[M13]       60.00        0.40      12.00      30.2720     32.2720     No
      2      US#4[M13]       60.00        0.40      10.50      32.2720     33.1470     No
      2      US#4[M13]       60.00        0.40       9.00      33.1470     34.6470     No
      2      US#4[M13]       60.00        0.40       9.00      32.7713     35.0213    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     **     5.71 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.889 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.67 ksi    0.00 ksi
    due to Composite Loads                                 -0.20 ksi    0.00 ksi
    due to Live Loads                                      -1.75 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                  5.71 ksi  ( 2.91 %)            17.53 ksi ( 8.94 %)
Total Prestress Losses                                    23.24 ksi (11.86 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    23.3    20.8    27.6    53.1    71.3    82.2    85.8
(Max)       V      10.0     8.6     8.7     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     5.2     4.7     6.2    11.9    16.0    18.5    19.3
DC(Max)     V       2.3     1.9     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
Deck +    : M       0.0    26.5    23.8    31.5    60.5    81.2    93.7    97.8
Haunch (Max)V      11.5     9.8    10.0     9.4     7.1     4.7     2.4     0.0
Diaphragm : M       0.0     0.2     0.2     0.2     0.5     0.7     1.0     1.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0     5.9     5.2     7.0    13.4    17.9    20.7    21.6
DC(Max)     V       2.5     2.2     2.2     2.1     1.6     1.0     0.5     0.0
DL-Comp   : M       0.0     5.2     4.7     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   134.1   120.5   158.3   290.6   374.6   427.6   440.2
            V      64.2    57.2    58.0    55.8    12.5    37.6    30.5    23.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    64.2    57.2    58.0    55.8    46.0    38.3    31.9    25.6
            M      -0.0   134.8   121.4   158.3   278.7   357.0   401.0   405.6
Total     : M+      0.0   200.5   179.8   237.0   441.9   577.8   662.1   685.2
            V      92.8    81.7    82.9    79.4    30.2    49.4    36.5    23.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    92.8    81.7    82.9    79.4    63.7    50.1    37.8    25.7
            M      -0.0   201.1   180.8   237.0   430.0   560.2   635.4   650.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   31.95   31.67   34.17
Self wt.  : M      82.2    71.3    53.1    27.6    20.8    23.3     0.0
(Max)       V       2.1     4.1     6.2     8.3     8.7     8.6    10.0
DL-Prec.  : M      18.5    16.0    11.9     6.2     4.7     5.2     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     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
Deck +    : M      93.7    81.2    60.5    31.5    23.8    26.5     0.0
Haunch (Max)V       2.4     4.7     7.1     9.4    10.0     9.8    11.5
Diaphragm : M       1.0     0.7     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      20.7    17.9    13.4     7.0     5.2     5.9     0.0
DC(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
DL-Comp   : M      18.4    16.0    11.9     6.2     4.7     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    427.6   374.6   290.6   158.3   120.5   134.1     0.0
            V      30.5    37.6    12.5    55.8    58.0    57.2    64.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    31.9    38.3    46.0    55.8    58.0    57.2    64.2
            M     401.0   357.0   278.7   158.3   121.4   134.8    -0.0
Total     : M+    662.1   577.8   441.9   237.0   179.8   200.5     0.0
            V      36.5    49.4    30.2    79.4    82.9    81.7    92.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    37.8    50.1    63.7    79.4    82.9    81.7    92.8
            M     635.4   560.2   430.0   237.0   180.8   201.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               10.0             10.0
Deck+Haunch            11.5             11.5
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.3              2.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           12.6             12.6
DL-Comp.(DW)           11.3             11.3
Live                   63.3             63.3
        Truck          52.3             52.3
        Lane           10.9             10.9
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    23.3    20.8    27.6    53.1    71.3    82.2    85.8
(Max)       V      10.0     8.6     8.7     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     5.2     4.7     6.2    11.9    16.0    18.5    19.3
DC(Max)     V       2.3     1.9     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
Deck +    : M       0.0    26.5    23.8    31.5    60.5    81.2    93.7    97.8
Haunch (Max)V      11.5     9.8    10.0     9.4     7.1     4.7     2.4     0.0
Diaphragm : M       0.0     0.2     0.2     0.2     0.5     0.7     1.0     1.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0     5.9     5.2     7.0    13.4    17.9    20.7    21.6
DC(Max)     V       2.5     2.2     2.2     2.1     1.6     1.0     0.5     0.0
DL-Comp   : M       0.0     5.2     4.7     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   107.3    96.4   126.7   232.5   299.7   342.1   352.2
            V      51.4    45.8    46.4    44.6    10.0    30.1    24.4    18.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    51.4    45.8    46.4    44.6    36.8    30.6    25.5    20.5
            M      -0.0   107.8    97.1   126.7   223.0   285.6   320.8   324.5
Total     : M+      0.0   173.6   155.8   205.4   383.8   502.9   576.5   597.2
            V      80.0    70.2    71.3    68.2    27.7    41.9    30.4    18.8
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    80.0    70.2    71.3    68.2    54.5    42.5    31.4    20.5
            M      -0.0   174.2   156.5   205.4   374.3   488.8   555.2   569.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   31.95   31.67   34.17
Self wt.  : M      82.2    71.3    53.1    27.6    20.8    23.3     0.0
(Max)       V       2.1     4.1     6.2     8.3     8.7     8.6    10.0
DL-Prec.  : M      18.5    16.0    11.9     6.2     4.7     5.2     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     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
Deck +    : M      93.7    81.2    60.5    31.5    23.8    26.5     0.0
Haunch (Max)V       2.4     4.7     7.1     9.4    10.0     9.8    11.5
Diaphragm : M       1.0     0.7     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      20.7    17.9    13.4     7.0     5.2     5.9     0.0
DC(Max)     V       0.5     1.0     1.6     2.1     2.2     2.2     2.5
DL-Comp   : M      18.4    16.0    11.9     6.2     4.7     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    342.1   299.7   232.5   126.7    96.4   107.3     0.0
            V      24.4    30.1    10.0    44.6    46.4    45.8    51.4
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    25.5    30.6    36.8    44.6    46.4    45.8    51.4
            M     320.8   285.6   223.0   126.7    97.1   107.8    -0.0
Total     : M+    576.5   502.9   383.8   205.4   155.7   173.6     0.0
            V      30.4    41.9    27.7    68.2    71.3    70.2    80.0
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    31.4    42.5    54.5    68.2    71.3    70.2    80.0
            M     555.2   488.8   374.3   205.4   156.5   174.2    -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    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    29.1    26.1    34.5    66.4    89.1   102.7   107.3
(Max)       V      12.6    10.7    10.9    10.3     7.8     5.2     2.6     0.0
Self wt.  : M       0.0    20.9    18.8    24.9    47.8    64.1    74.0    77.2
(Min)       V       9.0     7.7     7.9     7.4     5.6     3.7     1.9     0.0
DL-Prec.  : M       0.0     6.5     5.9     7.8    14.9    20.1    23.1    24.1
DC(Max)     V       2.8     2.4     2.5     2.3     1.7     1.2     0.6     0.0
DL-Prec.  : M       0.0     4.7     4.2     5.6    10.8    14.4    16.6    17.4
DC(Min)     V       2.0     1.7     1.8     1.7     1.3     0.8     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    33.2    29.7    39.4    75.6   101.6   117.1   122.3
Haunch (Max)V      14.3    12.2    12.5    11.8     8.8     5.9     2.9     0.0
Deck +    : M       0.0    23.9    21.4    28.3    54.5    73.1    84.3    88.0
Haunch (Min)V      10.3     8.8     9.0     8.5     6.4     4.2     2.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.3     0.6     0.9     1.2     1.5
(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     0.4     0.6     0.9     1.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0     7.3     6.6     8.7    16.7    22.4    25.9    27.0
DC(Max)     V       3.2     2.7     2.7     2.6     2.0     1.3     0.7     0.0
DL-Comp   : M       0.0     5.3     4.7     6.3    12.0    16.1    18.6    19.4
DC(Min)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
DL-Comp   : M       0.0     7.8     7.0     9.3    17.9    24.0    27.7    28.9
DW(Max)     V       3.4     2.9     2.9     2.8     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     3.4     3.0     4.0     7.7    10.4    12.0    12.5
DW(Min)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
LL + I    : M+      0.0   234.7   210.8   277.1   508.5   655.5   748.3   770.3
            V     112.4   100.2   101.5    97.6    21.9    65.8    53.4    41.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.4   100.2   101.5    97.6    80.5    67.0    55.7    44.8
            M      -0.0   235.9   212.4   277.1   487.7   624.8   701.7   709.9
Total     : M+      0.0   318.9   286.2   377.0   700.6   913.5  1046.0  1081.4
            V     148.7   131.2   133.2   127.6    44.4    80.8    60.9    41.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   148.7   131.2   133.2   127.6   102.9    82.0    63.3    44.9
            M      -0.0   320.1   287.8   377.0   679.8   882.8   999.4  1021.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   31.95   31.67   34.17
Self wt.  : M     102.7    89.1    66.4    34.5    26.1    29.1     0.0
(Max)       V       2.6     5.2     7.8    10.3    10.9    10.7    12.6
Self wt.  : M      74.0    64.1    47.8    24.9    18.8    20.9     0.0
(Min)       V       1.9     3.7     5.6     7.4     7.9     7.7     9.0
DL-Prec.  : M      23.1    20.1    14.9     7.8     5.9     6.5     0.0
DC(Max)     V       0.6     1.2     1.7     2.3     2.5     2.4     2.8
DL-Prec.  : M      16.6    14.4    10.8     5.6     4.2     4.7     0.0
DC(Min)     V       0.4     0.8     1.3     1.7     1.8     1.7     2.0
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     117.1   101.6    75.6    39.4    29.7    33.2     0.0
Haunch (Max)V       2.9     5.9     8.8    11.8    12.5    12.2    14.3
Deck +    : M      84.3    73.1    54.5    28.3    21.4    23.9     0.0
Haunch (Min)V       2.1     4.2     6.4     8.5     9.0     8.8    10.3
Diaphragm : M       1.2     0.9     0.6     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       0.9     0.6     0.4     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      25.9    22.4    16.7     8.7     6.6     7.3     0.0
DC(Max)     V       0.7     1.3     2.0     2.6     2.7     2.7     3.2
DL-Comp   : M      18.6    16.1    12.0     6.3     4.7     5.3     0.0
DC(Min)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
DL-Comp   : M      27.7    24.0    17.9     9.3     7.0     7.8     0.0
DW(Max)     V       0.7     1.4     2.1     2.8     2.9     2.9     3.4
DL-Comp   : M      12.0    10.4     7.7     4.0     3.0     3.4     0.0
DW(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
LL + I    : M+    748.3   655.5   508.5   277.1   210.8   234.7     0.0
            V      53.4    65.8    21.9    97.6   101.5   100.2   112.4
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    55.7    67.0    80.5    97.6   101.5   100.2   112.4
            M     701.7   624.8   487.7   277.1   212.4   235.9    -0.0
Total     : M+   1046.0   913.5   700.6   377.0   286.2   318.9     0.0
            V      60.9    80.8    44.4   127.6   133.2   131.2   148.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    63.3    82.0   102.9   127.6   133.2   131.2   148.7
            M     999.3   882.8   679.8   377.0   287.8   320.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               12.6             12.6
Deck+Haunch            14.3             14.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.8              2.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           15.8             15.8
DL-Comp.(DW)           16.9             16.9
Live                  110.7            110.7
        Truck          91.6             91.6
        Lane           19.1             19.1
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    23.3    20.8    27.6    53.1    71.3    82.2    85.8
(Max)       V      10.0     8.6     8.7     8.3     6.2     4.1     2.1     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     5.2     4.7     6.2    11.9    16.0    18.5    19.3
DC(Max)     V       2.3     1.9     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
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    26.5    23.8    31.5    60.5    81.2    93.7    97.8
Haunch (Max)V      11.5     9.8    10.0     9.4     7.1     4.7     2.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.2     0.5     0.7     1.0     1.2
(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     5.9     5.2     7.0    13.4    17.9    20.7    21.6
DC(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
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     5.2     4.7     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     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   108.6    97.3   128.7   243.7   320.1   362.2   368.0
            V      58.9    54.1    54.7    53.1     4.6    39.7    33.3    26.8
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    58.9    54.1    54.7    53.1    46.1    39.7    33.3    26.8
            M       0.0   108.7    97.5   128.7   241.8   320.1   362.2   368.0
Total     : M+      0.0   174.9   156.7   207.4   395.0   523.3   596.6   613.1
            V      87.6    78.6    79.6    76.7    22.3    51.5    39.2    26.9
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    87.6    78.6    79.6    76.7    63.8    51.5    39.2    26.9
            M       0.0   175.0   156.9   207.4   393.0   523.3   596.6   613.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   31.95   31.67   34.17
Self wt.  : M      82.2    71.3    53.1    27.6    20.8    23.3     0.0
(Max)       V       2.1     4.1     6.2     8.3     8.7     8.6    10.0
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      18.5    16.0    11.9     6.2     4.7     5.2     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      93.7    81.2    60.5    31.5    23.8    26.5     0.0
Haunch (Max)V       2.4     4.7     7.1     9.4    10.0     9.8    11.5
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       1.0     0.7     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      20.7    17.9    13.4     7.0     5.2     5.9     0.0
DC(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
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      18.4    16.0    11.9     6.2     4.7     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    362.2   320.1   243.7   128.7    97.3   108.6     0.0
            V      33.3    39.7     4.6    53.1    54.7    54.1    58.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    33.3    39.7    46.1    53.1    54.7    54.1    58.9
            M     362.2   320.1   241.8   128.7    97.5   108.7     0.0
Total     : M+    596.6   523.3   395.0   207.4   156.7   174.9     0.0
            V      39.2    51.5    22.3    76.7    79.6    78.6    87.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    39.2    51.5    63.8    76.7    79.6    78.6    87.6
            M     596.6   523.3   393.0   207.4   156.9   175.0     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.52    7.03   10.55   14.07   17.58
 
Beam-Self
Precast-top    0.072   0.084   0.149   0.195   0.223   0.232 
Bottom        -0.058  -0.067  -0.119  -0.157  -0.179  -0.187 
 
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    0.054   0.065   0.130   0.177   0.205   0.214 
Bottom         1.288   1.279   1.227   1.190   1.167   1.160 


 
 
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    3.02    6.53   10.05   13.57   17.08
 
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   0.059   0.053   0.071   0.136   0.182   0.210   0.219
Bottom        -0.000  -0.048  -0.043  -0.057  -0.109  -0.146  -0.169  -0.176
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.012   0.016   0.031   0.041   0.047   0.049
Bottom        -0.000  -0.011  -0.010  -0.013  -0.025  -0.033  -0.038  -0.040
 
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   0.002   0.003
Bottom        -0.000  -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.002
 
Deck + Haunch
Precast-top   -0.000   0.068   0.061   0.080   0.155   0.208   0.239   0.250
Bottom        -0.000  -0.054  -0.049  -0.065  -0.124  -0.167  -0.192  -0.201
 
DL-Comp (DC)
Topping-top   -0.000   0.003   0.003   0.004   0.007   0.010   0.012   0.012
Precast-top   -0.000   0.002   0.002   0.002   0.004   0.005   0.006   0.007
Bottom        -0.000  -0.007  -0.006  -0.008  -0.015  -0.020  -0.023  -0.024
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.003   0.007   0.009   0.010   0.011
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.006  -0.005  -0.007  -0.013  -0.018  -0.021  -0.022
 
LL+I(+)
Topping-top   -0.000   0.075   0.067   0.088   0.162   0.209   0.239   0.246
Precast-top   -0.000   0.040   0.036   0.048   0.087   0.113   0.129   0.133
Bottom        -0.000  -0.150  -0.135  -0.177  -0.325  -0.419  -0.478  -0.492
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.081   0.073   0.096   0.176   0.228   0.261   0.269 
Precast-top   -0.003   0.168   0.151   0.203   0.400   0.539   0.623   0.650 
Bottom         0.206   0.932   0.850   0.882   0.596   0.404   0.285   0.251 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.006   0.006   0.007   0.014   0.019   0.022   0.023 
Precast-top   -0.003   0.128   0.114   0.155   0.313   0.426   0.494   0.517 
Bottom         0.206   1.082   0.985   1.059   0.921   0.822   0.763   0.743 
 

 
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    3.52    7.03   10.55   14.07   17.58
 
Beam-Self
Precast-top    0.072   0.084   0.149   0.195   0.223   0.232 
Bottom        -0.058  -0.067  -0.119  -0.157  -0.179  -0.187 
 
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    0.054   0.065   0.130   0.177   0.205   0.214 
Bottom         1.288   1.279   1.227   1.190   1.167   1.160 
 
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    3.02    6.53   10.05   13.57   17.08
 
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   0.059   0.053   0.071   0.136   0.182   0.210   0.219
Bottom        -0.000  -0.048  -0.043  -0.057  -0.109  -0.146  -0.169  -0.176
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.012   0.016   0.031   0.041   0.047   0.049
Bottom        -0.000  -0.011  -0.010  -0.013  -0.025  -0.033  -0.038  -0.040
 
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   0.002   0.003
Bottom        -0.000  -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.002
 
Deck + Haunch
Precast-top   -0.000   0.068   0.061   0.080   0.155   0.208   0.239   0.250
Bottom        -0.000  -0.054  -0.049  -0.065  -0.124  -0.167  -0.192  -0.201
 
DL-Comp (DC)
Topping-top   -0.000   0.003   0.003   0.004   0.007   0.010   0.012   0.012
Precast-top   -0.000   0.002   0.002   0.002   0.004   0.005   0.006   0.007
Bottom        -0.000  -0.007  -0.006  -0.008  -0.015  -0.020  -0.023  -0.024
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.003   0.007   0.009   0.010   0.011
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.006  -0.005  -0.007  -0.013  -0.018  -0.021  -0.022
 
LL+I(+)
Topping-top   -0.000   0.060   0.054   0.071   0.130   0.167   0.191   0.197
Precast-top   -0.000   0.032   0.029   0.038   0.070   0.090   0.103   0.106
Bottom        -0.000  -0.120  -0.108  -0.142  -0.260  -0.335  -0.382  -0.394
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.066   0.059   0.078   0.144   0.186   0.213   0.219 
Precast-top   -0.003   0.160   0.143   0.193   0.383   0.516   0.597   0.623 
Bottom         0.206   0.962   0.877   0.917   0.661   0.487   0.381   0.349 
 

 
 
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    3.02    6.53   10.05   13.57   17.08
F_LL+I(+)
Topping-top   -0.000   0.061   0.054   0.072   0.136   0.179   0.202   0.206
Precast-top   -0.000   0.033   0.029   0.039   0.073   0.096   0.109   0.111
Bottom        -0.000  -0.121  -0.109  -0.144  -0.272  -0.358  -0.405  -0.411
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.064   0.057   0.076   0.143   0.188   0.213   0.217 
Precast-top   -0.001   0.097   0.086   0.116   0.230   0.309   0.356   0.369 
Bottom         0.103   0.420   0.383   0.385   0.188   0.053  -0.023  -0.040 
 

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
    148.7    9.0   49.2    0.192   0.0   6.00e-3 50.0    138.0     0.669    0.533      0.68
      0.0    0.2   49.1     31.5 0.075      27.3 0.87    24.00     0.127    0.830*
Transfer:   3.00
    131.2    9.0   49.2    1.150   0.0   1.38e-3 33.8     72.8     0.201    0.800      0.00
    320.1    1.4   48.6    189.0 0.067      72.9 2.36    24.00     0.127    2.489 
Critical:   4.54
    120.3    9.0   49.2    1.252   0.0   0.16e-3 29.5      1.1     0.127    0.621      0.00
    492.7    1.5   48.5    189.0 0.061     132.5 4.30    24.00     0.127    2.978 
0.1L    :   3.52
    127.6    9.0   49.2    1.184   0.0   0.93e-3 32.3     54.5     0.142    0.800      0.00
    377.0    1.4   48.5    189.0 0.065      87.2 2.83    24.00     0.127    2.786 
0.2L    :   7.03
    102.9    9.0   49.2    1.416   0.0   0.10e-3 29.3      0.0     0.127    0.229      0.00
    679.8    1.7   48.4    189.0 0.053     137.9 4.48    24.00     0.127    2.067 
0.3L    :  10.55
     82.0    9.0   49.2    1.648   0.0  -0.00e-3 29.0      0.0     0.127    0.229      0.00
    882.8    2.0   48.3    189.0 0.042     147.8 4.81    24.00     0.127    2.714 
0.4L    :  14.07
     63.3    9.0   49.2    1.736   0.0  -0.01e-3 29.0      0.0     0.127    0.229      0.00
    999.4    2.1   48.2    189.0 0.032     147.9 4.82    24.00     0.127    3.518 
0.5L    :  17.58
     44.9    9.0   49.2    1.736   0.0  -0.01e-3 29.0      0.0     0.127    0.229      0.00
   1021.0    2.1   48.2    189.0 0.023     148.5 4.84    24.00     0.127    4.974 
0.6L    :  21.10
     63.3    9.0   49.2    1.736   0.0  -0.01e-3 29.0      0.0     0.127    0.229      0.00
    999.3    2.1   48.2    189.0 0.032     147.9 4.82    24.00     0.127    3.518 
0.7L    :  24.62
     82.0    9.0   49.2    1.648   0.0  -0.00e-3 29.0      0.0     0.127    0.229      0.00
    882.8    2.0   48.3    189.0 0.042     147.8 4.81    24.00     0.127    2.714 
0.8L    :  28.13
    102.9    9.0   49.2    1.416   0.0   0.10e-3 29.3      0.0     0.127    0.229      0.00
    679.8    1.7   48.4    189.0 0.053     137.9 4.48    24.00     0.127    2.067 
0.9L    :  31.65
    127.6    9.0   49.2    1.184   0.0   0.93e-3 32.3     54.5     0.142    0.800      0.00
    377.0    1.4   48.5    189.0 0.065      87.2 2.83    24.00     0.127    2.786 
Critical:  30.63
    120.3    9.0   49.2    1.252   0.0   0.16e-3 29.5      1.1     0.127    0.621      0.00
    492.7    1.5   48.5    189.0 0.061     132.6 4.30    24.00     0.127    2.978 
Transfer:  32.17
    131.2    9.0   49.2    1.150   0.0   1.38e-3 33.8     72.8     0.201    0.800      0.00
    320.1    1.4   48.6    189.0 0.067      72.9 2.36    24.00     0.127    2.489 
Bearing :  34.67
    148.7    9.0   49.2    0.192   0.0   6.00e-3 50.0    138.0     0.669    0.533      0.68
      0.0    0.2   49.1     31.5 0.075      27.3 0.87    24.00     0.127    0.830*
 

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
    148.7      3.36     49.25    0.23       49.13    24.00      0.120      0.821      0.001      0.533 
Transfer:      2.50
    131.2      3.00     49.25    1.38       48.56    24.00      0.120      0.701      0.000      0.400 
Critical:      4.04
    120.4      2.76     49.25    1.50       48.50    24.00      0.120      0.619      0.000      0.221 
0.1L    :      3.02
    127.6      2.92     49.25    1.42       48.54    24.00      0.120      0.673      0.000      0.400 
0.2L    :      6.53
    102.9      2.36     49.25    1.69       48.40    24.00      0.120      0.488      0.000      0.229 
0.3L    :     10.05
     82.0      1.89     49.25    1.96       48.27    24.00      0.120      0.329      0.000      0.229 
0.4L    :     13.57
     63.3      1.46     49.25    2.07       48.22    24.00      0.120      0.186      0.000      0.229 
0.5L    :     17.08
     44.9      1.03     49.25    2.07       48.22    24.00      0.120      0.045      0.000      0.229 
0.6L    :     20.60
     63.3      1.46     49.25    2.07       48.22    24.00      0.120      0.186      0.000      0.229 
0.7L    :     24.12
     82.0      1.89     49.25    1.96       48.27    24.00      0.120      0.329      0.000      0.229 
0.8L    :     27.63
    102.9      2.36     49.25    1.69       48.40    24.00      0.120      0.488      0.000      0.229 
0.9L    :     31.15
    127.6      2.92     49.25    1.42       48.54    24.00      0.120      0.673      0.000      0.400 
Critical:     30.13
    120.4      2.76     49.25    1.50       48.50    24.00      0.120      0.619      0.000      0.221 
Transfer:     31.67
    131.2      3.00     49.25    1.38       48.56    24.00      0.120      0.701      0.000      0.400 
Bearing :     34.17
    148.7      3.36     49.25    0.23       49.13    24.00      0.120      0.821      0.001      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.02 ft
Prestress      :       0.053  1.80      0.096  2.20      0.117
Self Wt.       :      -0.012  1.85     -0.023  2.40     -0.029
Deck + Haunch  :                       -0.011  2.30     -0.026
DL-Prec. (DC)  :                       -0.002  3.00     -0.007
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.001  3.00     -0.002
DL-Comp. (DW)  :                       -0.001  3.00     -0.002
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 6.53 ft
Prestress      :       0.096  1.80      0.173  2.20      0.211
Self Wt.       :      -0.023  1.85     -0.043  2.40     -0.055
Deck + Haunch  :                       -0.023  2.30     -0.054
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.005
DL-Comp. (DW)  :                       -0.001  3.00     -0.004
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 10.05 ft
Prestress      :       0.126  1.80      0.227  2.20      0.278
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
Deck + Haunch  :                       -0.033  2.30     -0.076
DL-Prec. (DC)  :                       -0.006  3.00     -0.019
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)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 13.57 ft
Prestress      :       0.145  1.80      0.260  2.20      0.318
Self Wt.       :      -0.037  1.85     -0.069  2.40     -0.089
Deck + Haunch  :                       -0.039  2.30     -0.089
DL-Prec. (DC)  :                       -0.008  3.00     -0.023
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 17.08 ft
Prestress      :       0.151  1.80      0.271  2.20      0.332
Self Wt.       :      -0.039  1.85     -0.072  2.40     -0.093
Deck + Haunch  :                       -0.041  2.30     -0.094
DL-Prec. (DC)  :                       -0.008  3.00     -0.024
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 20.60 ft
Prestress      :       0.145  1.80      0.260  2.20      0.318
Self Wt.       :      -0.037  1.85     -0.069  2.40     -0.089
Deck + Haunch  :                       -0.039  2.30     -0.089
DL-Prec. (DC)  :                       -0.008  3.00     -0.023
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 24.12 ft
Prestress      :       0.126  1.80      0.227  2.20      0.278
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
Deck + Haunch  :                       -0.033  2.30     -0.076
DL-Prec. (DC)  :                       -0.006  3.00     -0.019
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)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 27.63 ft
Prestress      :       0.096  1.80      0.173  2.20      0.211
Self Wt.       :      -0.023  1.85     -0.043  2.40     -0.055
Deck + Haunch  :                       -0.023  2.30     -0.054
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.005
DL-Comp. (DW)  :                       -0.001  3.00     -0.004
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 31.15 ft
Prestress      :       0.053  1.80      0.096  2.20      0.117
Self Wt.       :      -0.012  1.85     -0.023  2.40     -0.029
Deck + Haunch  :                       -0.011  2.30     -0.026
DL-Prec. (DC)  :                       -0.002  3.00     -0.007
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.001  3.00     -0.002
DL-Comp. (DW)  :                       -0.001  3.00     -0.002
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
   318.9    41.5  1.437  267.1    1.6   1.38   1306.7  0.092T 1.00       -       -     -     -  
H/2     :   2.22
   286.2    41.5  1.302  267.3    1.5   1.25   1187.3  0.102T 1.00       -       -     -     -  
0.1L    :   3.02
   377.0    41.5  1.480  267.0    1.7   1.42   1344.4  0.089T 1.00       -       -     -     -  
0.2L    :   6.53
   700.6    41.5  1.770  266.4    2.0   1.69   1599.4  0.074T 1.00       -       -     -     -  
0.3L    :  10.05
   913.5    41.5  2.060  265.8    2.3   1.96   1851.5  0.064T 1.00       -       -     -     -  
0.4L    :  13.57
  1046.0    41.5  2.170  265.6    2.4   2.07   1945.8  0.060T 1.00   1793.4  1391.2    1.08    -  
0.5L    :  17.08
  1081.4    41.5  2.170  265.6    2.4   2.07   1945.8  0.060T 1.00   1786.0  1438.3    1.09    -  
0.6L    :  20.60
  1046.0    41.5  2.170  265.6    2.4   2.07   1945.8  0.060T 1.00   1793.4  1391.2    1.08    -  
0.7L    :  24.12
   913.5    41.5  2.060  265.8    2.3   1.96   1851.5  0.064T 1.00       -       -     -     -  
0.8L    :  27.63
   700.6    41.5  1.770  266.4    2.0   1.69   1599.4  0.074T 1.00       -       -     -     -  
0.9L    :  31.15
   377.0    41.5  1.480  267.0    1.7   1.42   1344.4  0.089T 1.00       -       -     -     -  
H/2     :  31.95
   286.2    41.5  1.302  267.3    1.5   1.25   1187.3  0.102T 1.00       -       -     -     -  
Transfer:  31.67
   318.9    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    -0.107
        M   2.00 Fb     0.352
 
  2   2 E  42.50 Ft     0.447
        M  42.50 Fb     0.173
 
  3   2 E   6.00 Ft     0.340
        M   6.00 Fb     0.525
 
  4   2 E   6.00 Ft     0.233
        M   6.00 Fb     0.878
 
  5   2 E   2.00 Ft     0.054
        M   2.00 Fb     1.288
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 35.17            Release Length, ft: 35.17
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:  2.91 %               Final losses: 11.86 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.288     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.054       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     1081.42     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.269     Midspan    1.800   0.023     Midspan
    Pre.Top:   3.000   0.650     Midspan    2.250   0.517     Midspan
    Pre.Bot:   3.000   0.932    Transfer    2.250   1.082    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   0.206     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.369     Midspan
    Pre.Bot:                                                             2.000   0.420    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.08 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.151  1.80      0.271  2.20      0.332
Self Wt.       :      -0.039  1.85     -0.072  2.40     -0.093
Deck + Haunch  :                       -0.041  2.30     -0.094
DL-Prec. (DC)  :                       -0.008  3.00     -0.024
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
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

