 
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 30 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 1.55', 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_1a1f.tmp\C30\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 =     31.000
Bearing-to-bearing, ft =     30.000
Release span      , ft =     31.000
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1             IA-Std-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   30.00   Additional Overhang
   1    1    DC Line        0.008    0.00       0.008   30.00   Additional Haunch
   1    1    DC Line        0.064    0.00       0.064   30.00   Sacrificial Wearing Surface
   1    2    DC Line        0.008    0.00       0.008   30.00   Additional Haunch
   1    2    DC Line        0.070    0.00       0.070   30.00   Sacrificial Wearing Surface
   1    3    DC Line        0.008    0.00       0.008   30.00   Additional Haunch
   1    3    DC Line        0.070    0.00       0.070   30.00   Sacrificial Wearing Surface
   1    4    DC Line        0.008    0.00       0.008   30.00   Additional Haunch
   1    4    DC Line        0.070    0.00       0.070   30.00   Sacrificial Wearing Surface
   1    5    DC Line        0.060    0.00       0.060   30.00   Additional Overhang
   1    5    DC Line        0.008    0.00       0.008   30.00   Additional Haunch
   1    5    DC Line        0.064    0.00       0.064   30.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.143   15.000
   1    2        0.285   15.000
   1    3        0.285   15.000
   1    4        0.285   15.000
   1    5        0.143   15.000
 
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   30.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   30.00   Right Barrier Weight
   1    DW Area        0.020   33.00          -       -    Future Wearing Surface
 
TEMPERATURE LOADS
-----------------
 
LIVE LOADS
----------
Live load deflection: included.
ID: Design Lane (Type: Design Lane)
ID: Design Tandem (Type: Design Tandem)
ID: Design Truck (Type: Design Truck)
 
Pedestrian Load - NONE
 

ANALYSIS DATA:
--------------
ANALYSIS PARAMETERS DATA
------------------------
 
  Truck impact:       1.330 
  Lane  impact:       1.000 
  Strength II impact: 1.330 
  Fatigue impact:     1.150 
 
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
 
  Include sacrificial deck thick in ts:                     NO   
  Is Span Post-tensioned:                                   NO   
  Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO   
  ADTT (Average Daily Truck Traffic)    :                   5000 
  Percent of the specified force effect :                   1.00 
  Apply reduction of Moment for skew:                       NO   
 
NOTE: Beam specific dead and live load DFs are printed in beam level reports.
 
LOAD FACTORS: (Table 3.4.1-1 & 3.4.1-2)
---------------------------------------
 
               Live DC(max) DC(min) DW(max) DW(min) 
----------------------------------------------------
  Service I:   1.00    1.00    1.00    1.00    1.00 
  Service III: 0.80    1.00    1.00    1.00    1.00 
  Strength I:  1.75    1.25    0.90    1.50    0.65 
  Fatigue I:   1.75    -       -       -       -    
 
 
----------
 
  Ductility Factor:  1.00 
  Redundancy Factor: 1.00 
  Importance Factor: 1.00 
 
----------------------------------------------------------------------------------------------------


PROJECT PARAMETERS DATA:
------------------------
SPAN TO DEPTH RATIO (Table 2.5.2.6.3-1):
----------------------------------------
 
  Span Computed Allowable Status 
---------------------------------
     1    0.142     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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 13.12 in):
 
  4 @  2.000 in 2 @  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  6.3960 Yes       
       2 US#4[M13]  60.0  0.40   14.75  6.3960  7.6260 Yes       
       2 US#4[M13]  60.0  0.40   21.00  7.6260 23.3740 Yes       
       2 US#4[M13]  60.0  0.40   14.75 23.3740 24.6040 Yes       
       2 US#4[M13]  60.0  0.40   12.00 24.6040 28.6043 Yes       
       2 US#4[M13]  60.0  0.40   12.00 26.1050 28.1050 No        
       2 US#4[M13]  60.0  0.40   10.50 28.1050 28.9800 No        
       2 US#4[M13]  60.0  0.40    9.00 28.9800 30.4800 No        
       2 US#4[M13]  60.0  0.40    9.00 28.6043 30.8543 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 26.0000 31.0000       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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 13.12 in):
 
  4 @  2.000 in 2 @  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  6.3960 Yes       
       2 US#4[M13]  60.0  0.40   14.75  6.3960  7.6260 Yes       
       2 US#4[M13]  60.0  0.40   21.00  7.6260 23.3740 Yes       
       2 US#4[M13]  60.0  0.40   14.75 23.3740 24.6040 Yes       
       2 US#4[M13]  60.0  0.40   12.00 24.6040 28.6043 Yes       
       2 US#4[M13]  60.0  0.40   12.00 26.1050 28.1050 No        
       2 US#4[M13]  60.0  0.40   10.50 28.1050 28.9800 No        
       2 US#4[M13]  60.0  0.40    9.00 28.9800 30.4800 No        
       2 US#4[M13]  60.0  0.40    9.00 28.6043 30.8543 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 26.0000 31.0000       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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 13.12 in):
 
  4 @  2.000 in 2 @  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  6.3960 Yes       
       2 US#4[M13]  60.0  0.40   14.75  6.3960  7.6260 Yes       
       2 US#4[M13]  60.0  0.40   21.00  7.6260 23.3740 Yes       
       2 US#4[M13]  60.0  0.40   14.75 23.3740 24.6040 Yes       
       2 US#4[M13]  60.0  0.40   12.00 24.6040 28.6043 Yes       
       2 US#4[M13]  60.0  0.40   12.00 26.1050 28.1050 No        
       2 US#4[M13]  60.0  0.40   10.50 28.1050 28.9800 No        
       2 US#4[M13]  60.0  0.40    9.00 28.9800 30.4800 No        
       2 US#4[M13]  60.0  0.40    9.00 28.6043 30.8543 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 26.0000 31.0000       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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 13.12 in):
 
  4 @  2.000 in 2 @  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  6.3960 Yes       
       2 US#4[M13]  60.0  0.40   14.75  6.3960  7.6260 Yes       
       2 US#4[M13]  60.0  0.40   21.00  7.6260 23.3740 Yes       
       2 US#4[M13]  60.0  0.40   14.75 23.3740 24.6040 Yes       
       2 US#4[M13]  60.0  0.40   12.00 24.6040 28.6043 Yes       
       2 US#4[M13]  60.0  0.40   12.00 26.1050 28.1050 No        
       2 US#4[M13]  60.0  0.40   10.50 28.1050 28.9800 No        
       2 US#4[M13]  60.0  0.40    9.00 28.9800 30.4800 No        
       2 US#4[M13]  60.0  0.40    9.00 28.6043 30.8543 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 26.0000 31.0000       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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 13.12 in):
 
  4 @  2.000 in 2 @  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  6.3960 Yes       
       2 US#4[M13]  60.0  0.40   14.75  6.3960  7.6260 Yes       
       2 US#4[M13]  60.0  0.40   21.00  7.6260 23.3740 Yes       
       2 US#4[M13]  60.0  0.40   14.75 23.3740 24.6040 Yes       
       2 US#4[M13]  60.0  0.40   12.00 24.6040 28.6043 Yes       
       2 US#4[M13]  60.0  0.40   12.00 26.1050 28.1050 No        
       2 US#4[M13]  60.0  0.40   10.50 28.1050 28.9800 No        
       2 US#4[M13]  60.0  0.40    9.00 28.9800 30.4800 No        
       2 US#4[M13]  60.0  0.40    9.00 28.6043 30.8543 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 26.0000 31.0000       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   30.00
     DC  Line       0.008      0.00       0.008   30.00
     DC  Line       0.064      0.00       0.064   30.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    15.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 31.000 ft
Release length = 31.000 ft
Design  length = 30.000 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)  : 0.766   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.734   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.791   (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     2.60     5.70     8.80    11.90    15.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    566.1    573.9    573.0    573.9    573.9    573.9    573.9    573.9
  Yb      ,  in    20.21    20.11    20.12    20.11    20.11    20.11    20.11    20.11
  MI(Ixx) , in4   116433   116822   116778   116822   116822   116822   116822   116822
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1206.5   1214.7   1213.8   1214.7   1214.7   1214.7   1214.7   1214.7
  Yb      ,  in    35.66    35.51    35.53    35.51    35.51    35.51    35.51    35.51
  MI(Ixx) , in4   374438   378561   378100   378561   378561   378561   378561   378561

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:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 13.13 in):
     4 @  2.000 in     2 @  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     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.862 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.828 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.050 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)       
-------------------------------------------------------------------------------------
       248.000         740 183.520      4.501 18228.686   187.176       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      6.3960    Yes
      2      US#4[M13]       60.00        0.40      14.75       6.3960      7.6260    Yes
      2      US#4[M13]       60.00        0.40      21.00       7.6260     23.3740    Yes
      2      US#4[M13]       60.00        0.40      14.75      23.3740     24.6040    Yes
      2      US#4[M13]       60.00        0.40      12.00      24.6040     28.6043    Yes
      2      US#4[M13]       60.00        0.40      12.00      26.1050     28.1050     No
      2      US#4[M13]       60.00        0.40      10.50      28.1050     28.9800     No
      2      US#4[M13]       60.00        0.40       9.00      28.9800     30.4800     No
      2      US#4[M13]       60.00        0.40       9.00      28.6043     30.8543    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 26.0000 31.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg = 13.13 in
         P_init    =      340.3 kips  Ecc =  7.10 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     4.31 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.671 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.44 ksi    0.00 ksi
    due to Composite Loads                                 -0.23 ksi    0.00 ksi
    due to Live Loads                                      -1.46 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                         5.48 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  4.31 ksi  ( 2.20 %)            16.67 ksi ( 8.50 %)
Total Prestress Losses                                    20.98 ksi (10.70 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 175.0 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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    20.2    18.1    20.9    40.7    54.9    63.3    66.2
(Max)       V       8.8     7.4     7.5     7.3     5.5     3.6     1.8     0.0
DL-Prec.  : M       0.0     4.5     4.1     4.7     9.2    12.3    14.3    14.9
DC(Max)     V       2.0     1.7     1.7     1.6     1.2     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
Deck +    : M       0.0    23.0    20.7    23.9    46.4    62.5    72.2    75.4
Haunch (Max)V      10.1     8.4     8.6     8.3     6.2     4.2     2.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.2     0.4     0.6     0.9     1.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    10.2     9.1    10.5    20.5    27.6    31.9    33.3
DC(Max)     V       4.4     3.7     3.8     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     4.5     4.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.7     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   126.1   113.3   130.6   247.0   329.8   376.3   386.5
            V      59.8    51.5    52.4    51.2    43.3    36.5    29.6    22.8
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    59.8    51.5    52.4    51.2    43.5    37.0    30.8    24.7
            M       0.0   126.2   113.6   130.6   239.9   315.8   355.0   358.9
Total     : M+      0.0   188.8   169.5   195.5   373.4   500.1   573.0   592.2
            V      87.1    74.3    75.8    73.8    60.3    47.8    35.3    22.9
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    87.1    74.3    75.8    73.8    60.4    48.4    36.5    24.8
            M       0.0   188.9   169.8   195.5   366.3   486.1   551.7   564.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   27.78   27.50   30.00
Self wt.  : M      63.3    54.9    40.7    20.9    18.1    20.2     0.0
(Max)       V       1.8     3.6     5.5     7.3     7.5     7.4     8.8
DL-Prec.  : M      14.3    12.3     9.2     4.7     4.1     4.5     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.7     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
Deck +    : M      72.2    62.5    46.4    23.9    20.7    23.0     0.0
Haunch (Max)V       2.1     4.2     6.2     8.3     8.6     8.4    10.1
Diaphragm : M       0.9     0.6     0.4     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      31.9    27.6    20.5    10.5     9.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     3.8     3.7     4.4
DL-Comp   : M      14.2    12.3     9.1     4.7     4.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.7     1.6     2.0
LL + I    : M+    376.3   329.8   247.0   130.6   113.3   126.1     0.0
            V      29.6    36.5    43.3    51.2    52.4    51.5    59.8
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    30.8    37.0    43.5    51.2    52.4    51.5    59.8
            M     355.0   315.8   239.9   130.6   113.6   126.2    -0.0
Total     : M+    573.0   500.1   373.4   195.5   169.5   188.8     0.0
            V      35.3    47.8    60.3    73.8    75.8    74.3    87.1
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    36.5    48.4    60.4    73.8    75.8    74.3    87.1
            M     551.7   486.1   366.3   195.5   169.8   188.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                8.8              8.8
Deck+Haunch            10.1             10.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.0              2.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           22.2             22.2
DL-Comp.(DW)            9.9              9.9
Live                   59.2             59.2
        Truck          49.6             49.6
        Lane            9.6              9.6
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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    20.2    18.1    20.9    40.7    54.9    63.3    66.2
(Max)       V       8.8     7.4     7.5     7.3     5.5     3.6     1.8     0.0
DL-Prec.  : M       0.0     4.5     4.1     4.7     9.2    12.3    14.3    14.9
DC(Max)     V       2.0     1.7     1.7     1.6     1.2     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
Deck +    : M       0.0    23.0    20.7    23.9    46.4    62.5    72.2    75.4
Haunch (Max)V      10.1     8.4     8.6     8.3     6.2     4.2     2.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.2     0.4     0.6     0.9     1.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    10.2     9.1    10.5    20.5    27.6    31.9    33.3
DC(Max)     V       4.4     3.7     3.8     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     4.5     4.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.7     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   100.9    90.6   104.4   197.6   263.9   301.1   309.2
            V      47.8    41.2    42.0    40.9    34.6    29.2    23.7    18.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    47.8    41.2    42.0    40.9    34.8    29.6    24.6    19.8
            M       0.0   101.0    90.9   104.4   191.9   252.6   284.0   287.1
Total     : M+      0.0   163.6   146.8   169.4   324.0   434.1   497.8   514.9
            V      75.2    64.0    65.3    63.6    51.6    40.5    29.4    18.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    75.2    64.0    65.3    63.6    51.7    41.0    30.3    19.8
            M       0.0   163.7   147.1   169.4   318.3   422.9   480.7   492.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   27.78   27.50   30.00
Self wt.  : M      63.3    54.9    40.7    20.9    18.1    20.2     0.0
(Max)       V       1.8     3.6     5.5     7.3     7.5     7.4     8.8
DL-Prec.  : M      14.3    12.3     9.2     4.7     4.1     4.5     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.7     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
Deck +    : M      72.2    62.5    46.4    23.9    20.7    23.0     0.0
Haunch (Max)V       2.1     4.2     6.2     8.3     8.6     8.4    10.1
Diaphragm : M       0.9     0.6     0.4     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      31.9    27.6    20.5    10.5     9.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     3.8     3.7     4.4
DL-Comp   : M      14.2    12.3     9.1     4.7     4.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.7     1.6     2.0
LL + I    : M+    301.1   263.9   197.6   104.4    90.6   100.9     0.0
            V      23.7    29.2    34.6    40.9    42.0    41.2    47.8
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    24.6    29.6    34.8    40.9    42.0    41.2    47.8
            M     284.0   252.6   191.9   104.4    90.9   101.0    -0.0
Total     : M+    497.8   434.1   324.0   169.4   146.8   163.6     0.0
            V      29.4    40.5    51.6    63.6    65.3    64.0    75.2
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    30.3    41.0    51.7    63.6    65.3    64.0    75.2
            M     480.7   422.9   318.3   169.4   147.1   163.7    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    25.3    22.7    26.2    50.9    68.6    79.2    82.7
(Max)       V      11.0     9.2     9.4     9.1     6.8     4.6     2.3     0.0
Self wt.  : M       0.0    18.2    16.3    18.9    36.7    49.4    57.0    59.5
(Min)       V       7.9     6.6     6.8     6.6     4.9     3.3     1.6     0.0
DL-Prec.  : M       0.0     5.7     5.1     5.9    11.5    15.4    17.8    18.6
DC(Max)     V       2.5     2.1     2.1     2.1     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     4.1     3.7     4.2     8.2    11.1    12.8    13.4
DC(Min)     V       1.8     1.5     1.5     1.5     1.1     0.7     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    28.8    25.8    29.8    58.0    78.2    90.2    94.3
Haunch (Max)V      12.6    10.5    10.7    10.4     7.8     5.2     2.6     0.0
Deck +    : M       0.0    20.7    18.6    21.5    41.8    56.3    65.0    67.9
Haunch (Min)V       9.0     7.5     7.7     7.5     5.6     3.7     1.9     0.0
Diaphragm : M       0.0     0.2     0.2     0.2     0.5     0.8     1.1     1.3
(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     0.8     1.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    12.7    11.4    13.2    25.6    34.5    39.8    41.6
DC(Max)     V       5.6     4.6     4.7     4.6     3.4     2.3     1.1     0.0
DL-Comp   : M       0.0     9.2     8.2     9.5    18.4    24.8    28.7    30.0
DC(Min)     V       4.0     3.3     3.4     3.3     2.5     1.7     0.8     0.0
DL-Comp   : M       0.0     6.8     6.1     7.1    13.7    18.5    21.3    22.3
DW(Max)     V       3.0     2.5     2.5     2.5     1.8     1.2     0.6     0.0
DL-Comp   : M       0.0     2.9     2.6     3.1     5.9     8.0     9.2     9.7
DW(Min)     V       1.3     1.1     1.1     1.1     0.8     0.5     0.3     0.0
LL + I    : M+      0.0   220.7   198.3   228.5   432.3   577.2   658.6   676.4
            V     104.6    90.2    91.8    89.6    75.8    63.8    51.9    39.9
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   104.6    90.2    91.8    89.6    76.0    64.8    53.9    43.2
            M       0.0   220.8   198.9   228.5   419.8   552.7   621.3   628.1
Total     : M+      0.0   300.2   269.5   310.9   592.5   793.1   908.0   937.2
            V     139.3   119.1   121.3   118.3    97.3    78.2    59.1    40.0
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   139.3   119.1   121.3   118.3    97.6    79.2    61.1    43.3
            M       0.0   300.3   270.1   310.9   580.1   768.6   870.7   888.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   27.78   27.50   30.00
Self wt.  : M      79.2    68.6    50.9    26.2    22.7    25.3     0.0
(Max)       V       2.3     4.6     6.8     9.1     9.4     9.2    11.0
Self wt.  : M      57.0    49.4    36.7    18.9    16.3    18.2     0.0
(Min)       V       1.6     3.3     4.9     6.6     6.8     6.6     7.9
DL-Prec.  : M      17.8    15.4    11.5     5.9     5.1     5.7     0.0
DC(Max)     V       0.5     1.0     1.5     2.1     2.1     2.1     2.5
DL-Prec.  : M      12.8    11.1     8.2     4.2     3.7     4.1     0.0
DC(Min)     V       0.4     0.7     1.1     1.5     1.5     1.5     1.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      90.2    78.2    58.0    29.8    25.8    28.8     0.0
Haunch (Max)V       2.6     5.2     7.8    10.4    10.7    10.5    12.6
Deck +    : M      65.0    56.3    41.8    21.5    18.6    20.7     0.0
Haunch (Min)V       1.9     3.7     5.6     7.5     7.7     7.5     9.0
Diaphragm : M       1.1     0.8     0.5     0.2     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.8     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      39.8    34.5    25.6    13.2    11.4    12.7     0.0
DC(Max)     V       1.1     2.3     3.4     4.6     4.7     4.6     5.6
DL-Comp   : M      28.7    24.8    18.4     9.5     8.2     9.2     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     3.4     3.3     4.0
DL-Comp   : M      21.3    18.5    13.7     7.1     6.1     6.8     0.0
DW(Max)     V       0.6     1.2     1.8     2.5     2.5     2.5     3.0
DL-Comp   : M       9.2     8.0     5.9     3.1     2.6     2.9     0.0
DW(Min)     V       0.3     0.5     0.8     1.1     1.1     1.1     1.3
LL + I    : M+    658.6   577.2   432.3   228.5   198.3   220.7     0.0
            V      51.9    63.8    75.8    89.6    91.8    90.2   104.6
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    53.9    64.8    76.0    89.6    91.8    90.2   104.6
            M     621.3   552.7   419.8   228.5   198.9   220.8    -0.0
Total     : M+    908.0   793.1   592.5   310.9   269.5   300.2     0.0
            V      59.1    78.2    97.3   118.3   121.3   119.1   139.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    61.1    79.2    97.6   118.3   121.3   119.1   139.3
            M     870.7   768.6   580.1   310.9   270.1   300.3    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.0             11.0
Deck+Haunch            12.6             12.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.5              2.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           27.8             27.8
DL-Comp.(DW)           14.8             14.8
Live                  103.6            103.6
        Truck          86.8             86.8
        Lane           16.8             16.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, 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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    20.2    18.1    20.9    40.7    54.9    63.3    66.2
(Max)       V       8.8     7.4     7.5     7.3     5.5     3.6     1.8     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     4.5     4.1     4.7     9.2    12.3    14.3    14.9
DC(Max)     V       2.0     1.7     1.7     1.6     1.2     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
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    23.0    20.7    23.9    46.4    62.5    72.2    75.4
Haunch (Max)V      10.1     8.4     8.6     8.3     6.2     4.2     2.1     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     0.4     0.6     0.9     1.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.2     9.1    10.5    20.5    27.6    31.9    33.3
DC(Max)     V       4.4     3.7     3.8     3.7     2.8     1.8     0.9     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     4.5     4.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.7     1.6     1.2     0.8     0.4     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   104.3    93.6   108.1   207.5   275.0   310.6   314.3
            V      57.8    51.6    52.3    51.4    45.0    38.6    32.3    25.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.8    51.6    52.3    51.4    45.0    38.6    32.3    25.9
            M       0.0   104.3    93.6   108.1   207.5   275.0   310.6   314.3
Total     : M+      0.0   167.0   149.8   173.0   333.9   445.3   507.3   519.9
            V      85.1    74.4    75.6    74.0    62.0    50.0    38.0    26.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    85.1    74.4    75.6    74.0    62.0    50.0    38.0    26.0
            M       0.0   167.0   149.8   173.0   333.9   445.3   507.3   519.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   27.78   27.50   30.00
Self wt.  : M      63.3    54.9    40.7    20.9    18.1    20.2     0.0
(Max)       V       1.8     3.6     5.5     7.3     7.5     7.4     8.8
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      14.3    12.3     9.2     4.7     4.1     4.5     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.7     1.7     2.0
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      72.2    62.5    46.4    23.9    20.7    23.0     0.0
Haunch (Max)V       2.1     4.2     6.2     8.3     8.6     8.4    10.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.9     0.6     0.4     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      31.9    27.6    20.5    10.5     9.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     3.8     3.7     4.4
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      14.2    12.3     9.1     4.7     4.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.7     1.6     2.0
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+    310.6   275.0   207.5   108.1    93.6   104.3     0.0
            V      32.3    38.6    45.0    51.4    52.3    51.6    57.8
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    32.3    38.6    45.0    51.4    52.3    51.6    57.8
            M     310.6   275.0   207.5   108.1    93.6   104.3     0.0
Total     : M+    507.3   445.3   333.9   173.0   149.8   167.0     0.0
            V      38.0    50.0    62.0    74.0    75.6    74.4    85.1
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    38.0    50.0    62.0    74.0    75.6    74.4    85.1
            M     507.3   445.3   333.9   173.0   149.8   167.0     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    3.10    6.20    9.30   12.40   15.50
 
Beam-Self
Precast-top    0.063   0.065   0.116   0.152   0.173   0.181 
Bottom        -0.051  -0.053  -0.093  -0.123  -0.140  -0.146 
 
Prestress
Precast-top    0.086   0.086   0.086   0.086   0.086   0.086 
Bottom         1.002   1.002   1.002   1.002   1.002   1.002 
 
Total
Precast-top    0.149   0.151   0.202   0.238   0.260   0.267 
Bottom         0.951   0.950   0.909   0.880   0.862   0.856 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.59 %)
             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    2.60    5.70    8.80   11.90   15.00
 
Prestress
Precast-top    0.013   0.078   0.071   0.078   0.078   0.078   0.078   0.078
Bottom         0.154   0.906   0.823   0.906   0.906   0.906   0.906   0.906
 
Self wt.
Precast-top   -0.000   0.052   0.046   0.054   0.104   0.140   0.162   0.169
Bottom        -0.000  -0.042  -0.037  -0.043  -0.084  -0.113  -0.131  -0.137
 
DL-Prec (DC)
Precast-top   -0.000   0.012   0.010   0.012   0.023   0.032   0.036   0.038
Bottom        -0.000  -0.009  -0.008  -0.010  -0.019  -0.026  -0.029  -0.031
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.000   0.001   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   0.059   0.053   0.061   0.119   0.160   0.185   0.193
Bottom        -0.000  -0.048  -0.043  -0.049  -0.096  -0.129  -0.149  -0.156
 
DL-Comp (DC)
Topping-top   -0.000   0.006   0.005   0.006   0.011   0.015   0.018   0.019
Precast-top   -0.000   0.003   0.003   0.003   0.006   0.008   0.010   0.010
Bottom        -0.000  -0.011  -0.010  -0.012  -0.023  -0.031  -0.036  -0.037
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.002   0.003   0.005   0.007   0.008   0.008
Precast-top   -0.000   0.001   0.001   0.001   0.003   0.004   0.004   0.004
Bottom        -0.000  -0.005  -0.005  -0.005  -0.010  -0.014  -0.016  -0.017
 
LL+I(+)
Topping-top   -0.000   0.071   0.063   0.073   0.138   0.185   0.211   0.216
Precast-top   -0.000   0.038   0.034   0.039   0.074   0.099   0.113   0.116
Bottom        -0.000  -0.142  -0.128  -0.147  -0.278  -0.371  -0.424  -0.435
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.079   0.071   0.082   0.155   0.207   0.236   0.243 
Precast-top    0.013   0.243   0.219   0.249   0.409   0.522   0.590   0.611 
Bottom         0.154   0.649   0.591   0.639   0.395   0.221   0.120   0.092 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.008   0.007   0.009   0.017   0.022   0.026   0.027 
Precast-top    0.013   0.205   0.185   0.210   0.334   0.423   0.477   0.495 
Bottom         0.154   0.791   0.719   0.786   0.673   0.592   0.543   0.527 
 

 
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    3.10    6.20    9.30   12.40   15.50
 
Beam-Self
Precast-top    0.063   0.065   0.116   0.152   0.173   0.181 
Bottom        -0.051  -0.053  -0.093  -0.123  -0.140  -0.146 
 
Prestress
Precast-top    0.086   0.086   0.086   0.086   0.086   0.086 
Bottom         1.002   1.002   1.002   1.002   1.002   1.002 
 
Total
Precast-top    0.149   0.151   0.202   0.238   0.260   0.267 
Bottom         0.951   0.950   0.909   0.880   0.862   0.856 
 
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 =  9.59 %)
             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    2.60    5.70    8.80   11.90   15.00
 
Prestress
Precast-top    0.013   0.078   0.071   0.078   0.078   0.078   0.078   0.078
Bottom         0.154   0.906   0.823   0.906   0.906   0.906   0.906   0.906
 
Self wt.
Precast-top   -0.000   0.052   0.046   0.054   0.104   0.140   0.162   0.169
Bottom        -0.000  -0.042  -0.037  -0.043  -0.084  -0.113  -0.131  -0.137
 
DL-Prec (DC)
Precast-top   -0.000   0.012   0.010   0.012   0.023   0.032   0.036   0.038
Bottom        -0.000  -0.009  -0.008  -0.010  -0.019  -0.026  -0.029  -0.031
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.000   0.001   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   0.059   0.053   0.061   0.119   0.160   0.185   0.193
Bottom        -0.000  -0.048  -0.043  -0.049  -0.096  -0.129  -0.149  -0.156
 
DL-Comp (DC)
Topping-top   -0.000   0.006   0.005   0.006   0.011   0.015   0.018   0.019
Precast-top   -0.000   0.003   0.003   0.003   0.006   0.008   0.010   0.010
Bottom        -0.000  -0.011  -0.010  -0.012  -0.023  -0.031  -0.036  -0.037
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.002   0.003   0.005   0.007   0.008   0.008
Precast-top   -0.000   0.001   0.001   0.001   0.003   0.004   0.004   0.004
Bottom        -0.000  -0.005  -0.005  -0.005  -0.010  -0.014  -0.016  -0.017
 
LL+I(+)
Topping-top   -0.000   0.056   0.051   0.058   0.111   0.148   0.168   0.173
Precast-top   -0.000   0.030   0.027   0.031   0.059   0.079   0.091   0.093
Bottom        -0.000  -0.114  -0.102  -0.118  -0.222  -0.297  -0.339  -0.348
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.065   0.058   0.067   0.127   0.170   0.194   0.200 
Precast-top    0.013   0.235   0.212   0.241   0.394   0.503   0.568   0.588 
Bottom         0.154   0.677   0.617   0.669   0.451   0.295   0.204   0.179 
 

 
 
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    2.60    5.70    8.80   11.90   15.00
F_LL+I(+)
Topping-top   -0.000   0.058   0.052   0.060   0.116   0.154   0.174   0.176
Precast-top   -0.000   0.031   0.028   0.033   0.062   0.083   0.093   0.095
Bottom        -0.000  -0.117  -0.106  -0.122  -0.234  -0.310  -0.350  -0.354
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.062   0.056   0.065   0.124   0.165   0.187   0.189 
Precast-top    0.007   0.134   0.121   0.137   0.230   0.294   0.332   0.342 
Bottom         0.077   0.278   0.254   0.272   0.103  -0.014  -0.078  -0.090 
 

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
    139.3    9.0   49.9    0.144   0.0   6.00e-3 50.0    127.1     0.608    0.533      0.74
      0.0    0.2   49.8     31.5 0.069      27.7 0.87    24.00     0.127    0.899*
Transfer:   3.00
    119.1    9.0   49.9    0.866   0.0   3.01e-3 39.5     86.1     0.288    0.800      0.00
    300.3    1.1   49.4    189.0 0.060      46.2 1.47    24.00     0.127    2.157 
Critical:   4.61
    106.0    9.0   49.9    0.946   0.0   1.57e-3 34.5     48.5     0.135    0.800      0.00
    473.0    1.2   49.3    189.0 0.053      69.2 2.21    24.00     0.127    3.026 
0.1L    :   3.10
    118.3    9.0   49.9    0.871   0.0   2.89e-3 39.1     83.8     0.276    0.800      0.00
    310.9    1.1   49.4    189.0 0.059      47.6 1.51    24.00     0.127    2.209 
0.2L    :   6.20
     97.6    9.0   49.9    1.024   0.0   1.56e-3 34.4     39.0     0.127    0.400      0.00
    580.1    1.3   49.3    189.0 0.049      69.4 2.22    24.00     0.127    1.965 
0.3L    :   9.30
     79.2    9.0   49.9    1.176   0.0   1.33e-3 33.7     12.8     0.127    0.229      0.00
    768.6    1.5   49.2    189.0 0.040      75.2 2.40    24.00     0.127    1.813 
0.4L    :  12.40
     61.1    9.0   49.9    1.302   0.0   0.75e-3 31.6      0.0     0.127    0.229      0.00
    870.7    1.7   49.1    189.0 0.031      95.8 3.07    24.00     0.127    2.751 
0.5L    :  15.50
     43.3    9.0   49.9    1.302   0.0   0.39e-3 30.4      0.0     0.127    0.229      0.00
    888.9    1.7   49.1    189.0 0.022     115.8 3.71    24.00     0.127    4.396 
0.6L    :  18.60
     61.1    9.0   49.9    1.302   0.0   0.75e-3 31.6      0.0     0.127    0.229      0.00
    870.7    1.7   49.1    189.0 0.031      95.8 3.07    24.00     0.127    2.751 
0.7L    :  21.70
     79.2    9.0   49.9    1.176   0.0   1.33e-3 33.7     12.8     0.127    0.229      0.00
    768.6    1.5   49.2    189.0 0.040      75.2 2.40    24.00     0.127    1.813 
0.8L    :  24.80
     97.6    9.0   49.9    1.024   0.0   1.56e-3 34.4     39.0     0.127    0.400      0.00
    580.1    1.3   49.3    189.0 0.049      69.4 2.22    24.00     0.127    1.965 
0.9L    :  27.90
    118.3    9.0   49.9    0.871   0.0   2.89e-3 39.1     83.8     0.276    0.800      0.00
    310.9    1.1   49.4    189.0 0.059      47.6 1.51    24.00     0.127    2.209 
Critical:  26.39
    106.0    9.0   49.9    0.946   0.0   1.57e-3 34.5     48.5     0.135    0.800      0.00
    473.0    1.2   49.3    189.0 0.053      69.2 2.21    24.00     0.127    3.026 
Transfer:  28.00
    119.1    9.0   49.9    0.866   0.0   3.01e-3 39.5     86.1     0.288    0.800      0.00
    300.3    1.1   49.4    189.0 0.060      46.2 1.47    24.00     0.127    2.157 
Bearing :  30.50
    139.3    9.0   49.9    0.144   0.0   6.00e-3 50.0    127.1     0.608    0.533      0.74
      0.0    0.2   49.8     31.5 0.069      27.7 0.87    24.00     0.127    0.899*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    0.68
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 1
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 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
    139.3      3.11     49.92    0.19       49.82    24.00      0.120      0.736      0.000      0.533 
Transfer:      2.50
    119.1      2.68     49.92    1.11       49.36    24.00      0.120      0.593      0.000      0.400 
Critical:      4.11
    106.0      2.39     49.92    1.21       49.31    24.00      0.120      0.496      0.000      0.400 
0.1L    :      2.60
    118.3      2.66     49.92    1.11       49.36    24.00      0.120      0.587      0.000      0.400 
0.2L    :      5.70
     97.6      2.20     49.92    1.31       49.26    24.00      0.120      0.434      0.000      0.400 
0.3L    :      8.80
     79.2      1.79     49.92    1.50       49.17    24.00      0.120      0.297      0.000      0.229 
0.4L    :     11.90
     61.1      1.38     49.92    1.66       49.09    24.00      0.120      0.161      0.000      0.229 
0.5L    :     15.00
     43.3      0.98     49.92    1.66       49.09    24.00      0.120      0.027      0.000      0.229 
0.6L    :     18.10
     61.1      1.38     49.92    1.66       49.09    24.00      0.120      0.161      0.000      0.229 
0.7L    :     21.20
     79.2      1.79     49.92    1.50       49.17    24.00      0.120      0.297      0.000      0.229 
0.8L    :     24.30
     97.6      2.20     49.92    1.31       49.26    24.00      0.120      0.434      0.000      0.400 
0.9L    :     27.40
    118.3      2.66     49.92    1.11       49.36    24.00      0.120      0.587      0.000      0.400 
Critical:     25.89
    106.0      2.39     49.92    1.21       49.31    24.00      0.120      0.496      0.000      0.400 
Transfer:     27.50
    119.1      2.68     49.92    1.11       49.36    24.00      0.120      0.593      0.000      0.400 
Bearing :     30.00
    139.3      3.11     49.92    0.19       49.82    24.00      0.120      0.736      0.000      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 2.60 ft
Prestress      :       0.028  1.80      0.050  2.20      0.061
Self Wt.       :      -0.007  1.85     -0.014  2.40     -0.018
Deck + Haunch  :                       -0.007  2.30     -0.015
DL-Prec. (DC)  :                       -0.001  3.00     -0.004
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.001  3.00     -0.003
DL-Comp. (DW)  :                       -0.000  3.00     -0.001
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 5.70 ft
Prestress      :       0.050  1.80      0.090  2.20      0.110
Self Wt.       :      -0.014  1.85     -0.026  2.40     -0.034
Deck + Haunch  :                       -0.014  2.30     -0.032
DL-Prec. (DC)  :                       -0.003  3.00     -0.008
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.006
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 8.80 ft
Prestress      :       0.066  1.80      0.118  2.20      0.145
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.046
Deck + Haunch  :                       -0.020  2.30     -0.045
DL-Prec. (DC)  :                       -0.004  3.00     -0.012
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)  :                       -0.001  3.00     -0.004
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 11.90 ft
Prestress      :       0.075  1.80      0.135  2.20      0.165
Self Wt.       :      -0.022  1.85     -0.042  2.40     -0.054
Deck + Haunch  :                       -0.023  2.30     -0.053
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)  :                       -0.003  3.00     -0.009
DL-Comp. (DW)  :                       -0.001  3.00     -0.004
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 15.00 ft
Prestress      :       0.078  1.80      0.141  2.20      0.172
Self Wt.       :      -0.024  1.85     -0.044  2.40     -0.057
Deck + Haunch  :                       -0.024  2.30     -0.056
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)  :                       -0.003  3.00     -0.010
DL-Comp. (DW)  :                       -0.001  3.00     -0.004
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 18.10 ft
Prestress      :       0.075  1.80      0.135  2.20      0.165
Self Wt.       :      -0.022  1.85     -0.042  2.40     -0.054
Deck + Haunch  :                       -0.023  2.30     -0.053
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)  :                       -0.003  3.00     -0.009
DL-Comp. (DW)  :                       -0.001  3.00     -0.004
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 21.20 ft
Prestress      :       0.066  1.80      0.118  2.20      0.145
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.046
Deck + Haunch  :                       -0.020  2.30     -0.045
DL-Prec. (DC)  :                       -0.004  3.00     -0.012
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)  :                       -0.001  3.00     -0.004
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 24.30 ft
Prestress      :       0.050  1.80      0.090  2.20      0.110
Self Wt.       :      -0.014  1.85     -0.026  2.40     -0.034
Deck + Haunch  :                       -0.014  2.30     -0.032
DL-Prec. (DC)  :                       -0.003  3.00     -0.008
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.006
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 27.40 ft
Prestress      :       0.028  1.80      0.050  2.20      0.061
Self Wt.       :      -0.007  1.85     -0.014  2.40     -0.018
Deck + Haunch  :                       -0.007  2.30     -0.015
DL-Prec. (DC)  :                       -0.001  3.00     -0.004
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.001  3.00     -0.003
DL-Comp. (DW)  :                       -0.000  3.00     -0.001
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
   300.2    40.1  1.155  267.5    1.3   1.11   1019.2  0.115T 1.00       -       -     -     -  
H/2     :   2.22
   269.5    40.1  1.047  267.8    1.2   1.01    925.7  0.127T 1.00       -       -     -     -  
0.1L    :   2.60
   310.9    40.1  1.162  267.5    1.3   1.11   1024.9  0.114T 1.00       -       -     -     -  
0.2L    :   5.70
   592.5    40.1  1.365  267.1    1.5   1.31   1199.2  0.097T 1.00       -       -     -     -  
0.3L    :   8.80
   793.1    40.1  1.568  266.7    1.8   1.50   1372.1  0.084T 1.00       -       -     -     -  
0.4L    :  11.90
   908.0    40.1  1.736  266.3    2.0   1.66   1514.0  0.076T 1.00   1522.6  1207.7    0.99  1.67 
0.5L    :  15.00
   937.2    40.1  1.736  266.3    2.0   1.66   1514.0  0.076T 1.00   1516.8  1246.4    1.00  1.62 
0.6L    :  18.10
   908.0    40.1  1.736  266.3    2.0   1.66   1514.0  0.076T 1.00   1522.6  1207.7    0.99  1.67 
0.7L    :  21.20
   793.1    40.1  1.568  266.7    1.8   1.50   1372.1  0.084T 1.00       -       -     -     -  
0.8L    :  24.30
   592.5    40.1  1.365  267.1    1.5   1.31   1199.2  0.097T 1.00       -       -     -     -  
0.9L    :  27.40
   310.9    40.1  1.162  267.5    1.3   1.11   1024.9  0.114T 1.00       -       -     -     -  
H/2     :  27.78
   269.5    40.1  1.047  267.8    1.2   1.01    925.7  0.127T 1.00       -       -     -     -  
Transfer:  27.50
   300.2    40.1  1.155  267.5    1.3   1.11   1019.2  0.115T 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 1-4; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.117
        M   2.00 Fb     0.362
 
  2   2 E  42.50 Ft     0.437
        M  42.50 Fb     0.183
 
  3   2 E   6.00 Ft     0.330
        M   6.00 Fb     0.538
 
  4   2 E   2.00 Ft     0.150
        M   2.00 Fb     0.951
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 31.00            Release Length, ft: 31.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  2.20 %               Final losses: 10.70 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       0.951     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.149       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)                  1514.00      937.18     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   0.243     Midspan    1.800   0.027     Midspan
    Pre.Top:   3.000   0.611     Midspan    2.250   0.495     Midspan
    Pre.Bot:   3.000   0.649    Transfer    2.250   0.791    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.013     Bearing
    Pre.Bot:  -0.420   0.154     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.342     Midspan
    Pre.Bot:                                                             2.000   0.278    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  15.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.078  1.80      0.141  2.20      0.172
Self Wt.       :      -0.024  1.85     -0.044  2.40     -0.057
Deck + Haunch  :                       -0.024  2.30     -0.056
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)  :                       -0.003  3.00     -0.010
DL-Comp. (DW)  :                       -0.001  3.00     -0.004
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   30.00
     DC  Line       0.070      0.00       0.070   30.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    15.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 31.000 ft
Release length = 31.000 ft
Design  length = 30.000 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)  : 0.821   (Calculated)    
Live Moment (1  lane  loaded)  : 0.642   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.976   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.817   (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     2.60     5.70     8.80    11.90    15.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    566.1    573.9    573.0    573.9    573.9    573.9    573.9    573.9
  Yb      ,  in    20.21    20.11    20.12    20.11    20.11    20.11    20.11    20.11
  MI(Ixx) , in4   116433   116822   116778   116822   116822   116822   116822   116822
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1268.2   1276.4   1275.5   1276.4   1276.4   1276.4   1276.4   1276.4
  Yb      ,  in    36.33    36.18    36.20    36.18    36.18    36.18    36.18    36.18
  MI(Ixx) , in4   385790   390162   389673   390162   390162   390162   390162   390162

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:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 13.13 in):
     4 @  2.000 in     2 @  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     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.888 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.859 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.050 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)       
-------------------------------------------------------------------------------------
       248.000         740 183.520      4.501 18228.686   187.176       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      6.3960    Yes
      2      US#4[M13]       60.00        0.40      14.75       6.3960      7.6260    Yes
      2      US#4[M13]       60.00        0.40      21.00       7.6260     23.3740    Yes
      2      US#4[M13]       60.00        0.40      14.75      23.3740     24.6040    Yes
      2      US#4[M13]       60.00        0.40      12.00      24.6040     28.6043    Yes
      2      US#4[M13]       60.00        0.40      12.00      26.1050     28.1050     No
      2      US#4[M13]       60.00        0.40      10.50      28.1050     28.9800     No
      2      US#4[M13]       60.00        0.40       9.00      28.9800     30.4800     No
      2      US#4[M13]       60.00        0.40       9.00      28.6043     30.8543    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 26.0000 31.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg = 13.13 in
         P_init    =      340.3 kips  Ecc =  7.10 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     4.31 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.671 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.45 ksi    0.00 ksi
    due to Composite Loads                                 -0.23 ksi    0.00 ksi
    due to Live Loads                                      -1.56 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                         5.48 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  4.31 ksi  ( 2.20 %)            16.55 ksi ( 8.44 %)
Total Prestress Losses                                    20.87 ksi (10.65 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 175.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    20.2    18.1    20.9    40.7    54.9    63.3    66.2
(Max)       V       8.8     7.4     7.5     7.3     5.5     3.6     1.8     0.0
DL-Prec.  : M       0.0     2.7     2.4     2.8     5.4     7.3     8.5     8.8
DC(Max)     V       1.2     1.0     1.0     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
Deck +    : M       0.0    25.3    22.6    26.2    50.9    68.6    79.1    82.7
Haunch (Max)V      11.0     9.2     9.4     9.1     6.8     4.6     2.3     0.0
Diaphragm : M       0.0     0.4     0.3     0.4     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    10.2     9.1    10.5    20.5    27.6    31.9    33.3
DC(Max)     V       4.4     3.7     3.8     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     4.5     4.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.7     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   135.1   121.4   139.9   264.7   353.4   403.2   414.1
            V      73.8    63.5    64.7    63.1    53.4    45.0    36.6    28.1
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    73.8    63.5    64.7    63.1    53.6    45.7    38.0    30.5
            M       0.0   135.2   121.8   139.9   257.1   338.4   380.4   384.6
Total     : M+      0.0   198.4   178.1   205.4   392.2   525.3   602.0   622.1
            V     101.3    86.5    88.2    86.0    70.6    56.5    42.4    28.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   101.3    86.5    88.2    86.0    70.7    57.2    43.8    30.6
            M       0.0   198.5   178.5   205.4   384.6   510.3   579.1   592.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   27.78   27.50   30.00
Self wt.  : M      63.3    54.9    40.7    20.9    18.1    20.2     0.0
(Max)       V       1.8     3.6     5.5     7.3     7.5     7.4     8.8
DL-Prec.  : M       8.5     7.3     5.4     2.8     2.4     2.7     0.0
DC(Max)     V       0.2     0.5     0.7     1.0     1.0     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
Deck +    : M      79.1    68.6    50.9    26.2    22.6    25.3     0.0
Haunch (Max)V       2.3     4.6     6.8     9.1     9.4     9.2    11.0
Diaphragm : M       1.7     1.3     0.8     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      31.9    27.6    20.5    10.5     9.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     3.8     3.7     4.4
DL-Comp   : M      14.2    12.3     9.1     4.7     4.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.7     1.6     2.0
LL + I    : M+    403.2   353.4   264.7   139.9   121.4   135.1     0.0
            V      36.6    45.0    53.4    63.1    64.7    63.5    73.8
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    38.0    45.7    53.6    63.1    64.7    63.5    73.8
            M     380.4   338.4   257.1   139.9   121.8   135.2    -0.0
Total     : M+    602.0   525.3   392.2   205.4   178.1   198.4     0.0
            V      42.4    56.5    70.6    86.0    88.2    86.5   101.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    43.8    57.2    70.7    86.0    88.2    86.5   101.3
            M     579.1   510.3   384.6   205.4   178.5   198.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                8.8              8.8
Deck+Haunch            11.0             11.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.2              1.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           22.2             22.2
DL-Comp.(DW)            9.9              9.9
Live                   59.2             59.2
        Truck          49.6             49.6
        Lane            9.6              9.6
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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    20.2    18.1    20.9    40.7    54.9    63.3    66.2
(Max)       V       8.8     7.4     7.5     7.3     5.5     3.6     1.8     0.0
DL-Prec.  : M       0.0     2.7     2.4     2.8     5.4     7.3     8.5     8.8
DC(Max)     V       1.2     1.0     1.0     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
Deck +    : M       0.0    25.3    22.6    26.2    50.9    68.6    79.1    82.7
Haunch (Max)V      11.0     9.2     9.4     9.1     6.8     4.6     2.3     0.0
Diaphragm : M       0.0     0.4     0.3     0.4     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    10.2     9.1    10.5    20.5    27.6    31.9    33.3
DC(Max)     V       4.4     3.7     3.8     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     4.5     4.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.7     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   108.1    97.1   111.9   211.8   282.7   322.6   331.3
            V      59.0    50.8    51.7    50.5    42.7    36.0    29.2    22.5
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    59.0    50.8    51.7    50.5    42.9    36.6    30.4    24.4
            M       0.0   108.2    97.4   111.9   205.6   270.7   304.3   307.6
Total     : M+      0.0   171.3   153.8   177.5   339.3   454.6   521.3   539.3
            V      86.6    73.8    75.3    73.3    59.9    47.5    35.1    22.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    86.6    73.8    75.3    73.3    60.0    48.0    36.2    24.5
            M       0.0   171.4   154.1   177.5   333.2   442.6   503.0   515.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   27.78   27.50   30.00
Self wt.  : M      63.3    54.9    40.7    20.9    18.1    20.2     0.0
(Max)       V       1.8     3.6     5.5     7.3     7.5     7.4     8.8
DL-Prec.  : M       8.5     7.3     5.4     2.8     2.4     2.7     0.0
DC(Max)     V       0.2     0.5     0.7     1.0     1.0     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
Deck +    : M      79.1    68.6    50.9    26.2    22.6    25.3     0.0
Haunch (Max)V       2.3     4.6     6.8     9.1     9.4     9.2    11.0
Diaphragm : M       1.7     1.3     0.8     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      31.9    27.6    20.5    10.5     9.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     3.8     3.7     4.4
DL-Comp   : M      14.2    12.3     9.1     4.7     4.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.7     1.6     2.0
LL + I    : M+    322.6   282.7   211.8   111.9    97.1   108.1     0.0
            V      29.2    36.0    42.7    50.5    51.7    50.8    59.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    30.4    36.6    42.9    50.5    51.7    50.8    59.0
            M     304.3   270.7   205.6   111.9    97.4   108.2    -0.0
Total     : M+    521.3   454.6   339.3   177.5   153.8   171.3     0.0
            V      35.1    47.5    59.9    73.3    75.3    73.8    86.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    36.2    48.0    60.0    73.3    75.3    73.8    86.6
            M     503.0   442.6   333.2   177.5   154.1   171.4    -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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    25.3    22.7    26.2    50.9    68.6    79.2    82.7
(Max)       V      11.0     9.2     9.4     9.1     6.8     4.6     2.3     0.0
Self wt.  : M       0.0    18.2    16.3    18.9    36.7    49.4    57.0    59.5
(Min)       V       7.9     6.6     6.8     6.6     4.9     3.3     1.6     0.0
DL-Prec.  : M       0.0     3.4     3.0     3.5     6.8     9.2    10.6    11.1
DC(Max)     V       1.5     1.2     1.3     1.2     0.9     0.6     0.3     0.0
DL-Prec.  : M       0.0     2.4     2.2     2.5     4.9     6.6     7.6     8.0
DC(Min)     V       1.1     0.9     0.9     0.9     0.7     0.4     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    31.6    28.3    32.7    63.6    85.7    98.9   103.3
Haunch (Max)V      13.8    11.5    11.7    11.4     8.5     5.7     2.8     0.0
Deck +    : M       0.0    22.7    20.4    23.6    45.8    61.7    71.2    74.4
Haunch (Min)V       9.9     8.3     8.5     8.2     6.2     4.1     2.1     0.0
Diaphragm : M       0.0     0.4     0.4     0.5     1.0     1.6     2.1     2.7
(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     0.3     0.7     1.1     1.5     1.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    12.7    11.4    13.2    25.6    34.5    39.8    41.6
DC(Max)     V       5.6     4.6     4.7     4.6     3.4     2.3     1.1     0.0
DL-Comp   : M       0.0     9.2     8.2     9.5    18.4    24.8    28.7    30.0
DC(Min)     V       4.0     3.3     3.4     3.3     2.5     1.7     0.8     0.0
DL-Comp   : M       0.0     6.8     6.1     7.1    13.7    18.5    21.3    22.3
DW(Max)     V       3.0     2.5     2.5     2.5     1.8     1.2     0.6     0.0
DL-Comp   : M       0.0     2.9     2.6     3.1     5.9     8.0     9.2     9.7
DW(Min)     V       1.3     1.1     1.1     1.1     0.8     0.5     0.3     0.0
LL + I    : M+      0.0   236.4   212.4   244.8   463.2   618.5   705.6   724.7
            V     129.1   111.2   113.2   110.5    93.5    78.7    64.0    49.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   129.1   111.2   113.2   110.5    93.8    80.0    66.5    53.3
            M       0.0   236.6   213.1   244.8   449.8   592.2   665.7   673.0
Total     : M+      0.0   316.6   284.3   327.9   624.9   836.4   957.6   988.4
            V     164.0   140.4   143.0   139.4   115.2    93.3    71.3    49.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   164.0   140.4   143.0   139.4   115.5    94.5    73.8    53.5
            M       0.0   316.8   285.0   327.9   611.5   810.1   917.7   936.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   27.78   27.50   30.00
Self wt.  : M      79.2    68.6    50.9    26.2    22.7    25.3     0.0
(Max)       V       2.3     4.6     6.8     9.1     9.4     9.2    11.0
Self wt.  : M      57.0    49.4    36.7    18.9    16.3    18.2     0.0
(Min)       V       1.6     3.3     4.9     6.6     6.8     6.6     7.9
DL-Prec.  : M      10.6     9.2     6.8     3.5     3.0     3.4     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.3     1.2     1.5
DL-Prec.  : M       7.6     6.6     4.9     2.5     2.2     2.4     0.0
DC(Min)     V       0.2     0.4     0.7     0.9     0.9     0.9     1.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      98.9    85.7    63.6    32.7    28.3    31.6     0.0
Haunch (Max)V       2.8     5.7     8.5    11.4    11.7    11.5    13.8
Deck +    : M      71.2    61.7    45.8    23.6    20.4    22.7     0.0
Haunch (Min)V       2.1     4.1     6.2     8.2     8.5     8.3     9.9
Diaphragm : M       2.1     1.6     1.0     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       1.5     1.1     0.7     0.3     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      39.8    34.5    25.6    13.2    11.4    12.7     0.0
DC(Max)     V       1.1     2.3     3.4     4.6     4.7     4.6     5.6
DL-Comp   : M      28.7    24.8    18.4     9.5     8.2     9.2     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     3.4     3.3     4.0
DL-Comp   : M      21.3    18.5    13.7     7.1     6.1     6.8     0.0
DW(Max)     V       0.6     1.2     1.8     2.5     2.5     2.5     3.0
DL-Comp   : M       9.2     8.0     5.9     3.1     2.6     2.9     0.0
DW(Min)     V       0.3     0.5     0.8     1.1     1.1     1.1     1.3
LL + I    : M+    705.6   618.5   463.2   244.8   212.4   236.4     0.0
            V      64.0    78.7    93.5   110.5   113.2   111.2   129.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    66.5    80.0    93.8   110.5   113.2   111.2   129.1
            M     665.7   592.2   449.8   244.8   213.1   236.6    -0.0
Total     : M+    957.6   836.4   624.9   327.9   284.3   316.6     0.0
            V      71.3    93.3   115.2   139.4   143.0   140.4   164.0
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    73.8    94.5   115.5   139.4   143.0   140.4   164.0
            M     917.7   810.1   611.5   327.9   285.0   316.8    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.0             11.0
Deck+Haunch            13.8             13.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.5              1.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           27.8             27.8
DL-Comp.(DW)           14.8             14.8
Live                  103.6            103.6
        Truck          86.8             86.8
        Lane           16.8             16.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, 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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    20.2    18.1    20.9    40.7    54.9    63.3    66.2
(Max)       V       8.8     7.4     7.5     7.3     5.5     3.6     1.8     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     2.7     2.4     2.8     5.4     7.3     8.5     8.8
DC(Max)     V       1.2     1.0     1.0     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
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    25.3    22.6    26.2    50.9    68.6    79.1    82.7
Haunch (Max)V      11.0     9.2     9.4     9.1     6.8     4.6     2.3     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     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.2     9.1    10.5    20.5    27.6    31.9    33.3
DC(Max)     V       4.4     3.7     3.8     3.7     2.8     1.8     0.9     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     4.5     4.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.7     1.6     1.2     0.8     0.4     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   104.6    93.9   108.4   208.2   275.9   311.6   315.3
            V      59.6    53.3    54.0    53.1    46.5    39.9    33.3    26.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.6    53.3    54.0    53.1    46.5    39.9    33.3    26.7
            M       0.0   104.6    93.9   108.4   208.2   275.9   311.6   315.3
Total     : M+      0.0   167.9   150.6   173.9   335.7   447.8   510.3   523.2
            V      87.2    76.3    77.5    75.9    63.6    51.4    39.1    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    87.2    76.3    77.5    75.9    63.6    51.4    39.1    26.9
            M       0.0   167.9   150.6   173.9   335.7   447.8   510.3   523.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   27.78   27.50   30.00
Self wt.  : M      63.3    54.9    40.7    20.9    18.1    20.2     0.0
(Max)       V       1.8     3.6     5.5     7.3     7.5     7.4     8.8
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       8.5     7.3     5.4     2.8     2.4     2.7     0.0
DC(Max)     V       0.2     0.5     0.7     1.0     1.0     1.0     1.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      79.1    68.6    50.9    26.2    22.6    25.3     0.0
Haunch (Max)V       2.3     4.6     6.8     9.1     9.4     9.2    11.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.7     1.3     0.8     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      31.9    27.6    20.5    10.5     9.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     3.8     3.7     4.4
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      14.2    12.3     9.1     4.7     4.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.7     1.6     2.0
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+    311.6   275.9   208.2   108.4    93.9   104.6     0.0
            V      33.3    39.9    46.5    53.1    54.0    53.3    59.6
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    33.3    39.9    46.5    53.1    54.0    53.3    59.6
            M     311.6   275.9   208.2   108.4    93.9   104.6     0.0
Total     : M+    510.3   447.8   335.7   173.9   150.6   167.9     0.0
            V      39.1    51.4    63.6    75.9    77.5    76.3    87.2
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    39.1    51.4    63.6    75.9    77.5    76.3    87.2
            M     510.3   447.8   335.7   173.9   150.6   167.9     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    3.10    6.20    9.30   12.40   15.50
 
Beam-Self
Precast-top    0.063   0.065   0.116   0.152   0.173   0.181 
Bottom        -0.051  -0.053  -0.093  -0.123  -0.140  -0.146 
 
Prestress
Precast-top    0.086   0.086   0.086   0.086   0.086   0.086 
Bottom         1.002   1.002   1.002   1.002   1.002   1.002 
 
Total
Precast-top    0.149   0.151   0.202   0.238   0.260   0.267 
Bottom         0.951   0.950   0.909   0.880   0.862   0.856 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.59 %)
             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    2.60    5.70    8.80   11.90   15.00
 
Prestress
Precast-top    0.013   0.078   0.071   0.078   0.078   0.078   0.078   0.078
Bottom         0.154   0.906   0.823   0.906   0.906   0.906   0.906   0.906
 
Self wt.
Precast-top   -0.000   0.052   0.046   0.054   0.104   0.140   0.162   0.169
Bottom        -0.000  -0.042  -0.037  -0.043  -0.084  -0.113  -0.131  -0.137
 
DL-Prec (DC)
Precast-top   -0.000   0.007   0.006   0.007   0.014   0.019   0.022   0.023
Bottom        -0.000  -0.006  -0.005  -0.006  -0.011  -0.015  -0.017  -0.018
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.004  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.065   0.058   0.067   0.130   0.175   0.202   0.211
Bottom        -0.000  -0.052  -0.047  -0.054  -0.105  -0.142  -0.164  -0.171
 
DL-Comp (DC)
Topping-top   -0.000   0.005   0.005   0.006   0.011   0.014   0.017   0.017
Precast-top   -0.000   0.003   0.002   0.003   0.006   0.007   0.009   0.009
Bottom        -0.000  -0.011  -0.010  -0.012  -0.023  -0.031  -0.035  -0.037
 
DL-Comp (DW)
Topping-top   -0.000   0.002   0.002   0.002   0.005   0.006   0.007   0.008
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.004   0.004
Bottom        -0.000  -0.005  -0.005  -0.005  -0.010  -0.014  -0.016  -0.017
 
LL+I(+)
Topping-top   -0.000   0.071   0.063   0.073   0.138   0.185   0.211   0.216
Precast-top   -0.000   0.037   0.033   0.038   0.072   0.096   0.109   0.112
Bottom        -0.000  -0.150  -0.135  -0.156  -0.295  -0.393  -0.449  -0.461
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.078   0.070   0.081   0.154   0.205   0.235   0.242 
Precast-top    0.013   0.243   0.219   0.249   0.408   0.522   0.590   0.612 
Bottom         0.154   0.639   0.583   0.630   0.377   0.196   0.091   0.062 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.008   0.007   0.008   0.015   0.021   0.024   0.025 
Precast-top    0.013   0.206   0.186   0.211   0.336   0.426   0.481   0.500 
Bottom         0.154   0.790   0.718   0.785   0.671   0.589   0.540   0.523 
 

 
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    3.10    6.20    9.30   12.40   15.50
 
Beam-Self
Precast-top    0.063   0.065   0.116   0.152   0.173   0.181 
Bottom        -0.051  -0.053  -0.093  -0.123  -0.140  -0.146 
 
Prestress
Precast-top    0.086   0.086   0.086   0.086   0.086   0.086 
Bottom         1.002   1.002   1.002   1.002   1.002   1.002 
 
Total
Precast-top    0.149   0.151   0.202   0.238   0.260   0.267 
Bottom         0.951   0.950   0.909   0.880   0.862   0.856 
 
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 =  9.59 %)
             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    2.60    5.70    8.80   11.90   15.00
 
Prestress
Precast-top    0.013   0.078   0.071   0.078   0.078   0.078   0.078   0.078
Bottom         0.154   0.906   0.823   0.906   0.906   0.906   0.906   0.906
 
Self wt.
Precast-top   -0.000   0.052   0.046   0.054   0.104   0.140   0.162   0.169
Bottom        -0.000  -0.042  -0.037  -0.043  -0.084  -0.113  -0.131  -0.137
 
DL-Prec (DC)
Precast-top   -0.000   0.007   0.006   0.007   0.014   0.019   0.022   0.023
Bottom        -0.000  -0.006  -0.005  -0.006  -0.011  -0.015  -0.017  -0.018
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.004  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.065   0.058   0.067   0.130   0.175   0.202   0.211
Bottom        -0.000  -0.052  -0.047  -0.054  -0.105  -0.142  -0.164  -0.171
 
DL-Comp (DC)
Topping-top   -0.000   0.005   0.005   0.006   0.011   0.014   0.017   0.017
Precast-top   -0.000   0.003   0.002   0.003   0.006   0.007   0.009   0.009
Bottom        -0.000  -0.011  -0.010  -0.012  -0.023  -0.031  -0.035  -0.037
 
DL-Comp (DW)
Topping-top   -0.000   0.002   0.002   0.002   0.005   0.006   0.007   0.008
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.004   0.004
Bottom        -0.000  -0.005  -0.005  -0.005  -0.010  -0.014  -0.016  -0.017
 
LL+I(+)
Topping-top   -0.000   0.056   0.051   0.058   0.111   0.148   0.169   0.173
Precast-top   -0.000   0.029   0.026   0.030   0.057   0.077   0.087   0.090
Bottom        -0.000  -0.120  -0.108  -0.125  -0.236  -0.315  -0.359  -0.369
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.064   0.058   0.066   0.126   0.169   0.193   0.198 
Precast-top    0.013   0.235   0.212   0.241   0.394   0.503   0.568   0.589 
Bottom         0.154   0.669   0.610   0.661   0.435   0.275   0.181   0.154 
 

 
 
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    2.60    5.70    8.80   11.90   15.00
F_LL+I(+)
Topping-top   -0.000   0.055   0.049   0.057   0.109   0.144   0.163   0.165
Precast-top   -0.000   0.028   0.025   0.029   0.056   0.075   0.085   0.086
Bottom        -0.000  -0.116  -0.105  -0.121  -0.232  -0.307  -0.347  -0.351
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.059   0.053   0.061   0.117   0.155   0.175   0.177 
Precast-top    0.007   0.131   0.118   0.135   0.225   0.288   0.325   0.335 
Bottom         0.077   0.278   0.254   0.272   0.104  -0.012  -0.077  -0.090 
 

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
    164.0    9.0   49.9    0.144   0.0   6.00e-3 50.0    154.6     0.739    0.533      1.12
      0.0    0.2   49.8     31.5 0.081      27.7 0.87    24.00     0.127    0.764*
Transfer:   3.00
    140.4    9.0   49.9    0.865   0.0   4.75e-3 45.6    122.9     0.508    0.800      0.00
    316.8    1.0   49.4    189.0 0.070      33.1 1.05    24.00     0.127    1.452 
Critical:   4.61
    125.0    9.0   49.9    0.945   0.0   2.65e-3 38.3     88.5     0.283    0.800      0.00
    499.3    1.1   49.4    189.0 0.063      50.4 1.61    24.00     0.127    2.165 
0.1L    :   3.10
    139.4    9.0   49.9    0.870   0.0   4.61e-3 45.1    121.1     0.492    0.800      0.00
    327.9    1.0   49.4    189.0 0.070      33.8 1.08    24.00     0.127    1.488 
0.2L    :   6.20
    115.5    9.0   49.9    1.023   0.0   2.44e-3 37.5     75.1     0.234    0.400      0.00
    611.5    1.2   49.3    189.0 0.058      53.2 1.70    24.00     0.127    1.415 
0.3L    :   9.30
     94.5    9.0   49.9    1.175   0.0   2.09e-3 36.3     46.5     0.139    0.229      0.00
    810.1    1.4   49.2    189.0 0.047      58.6 1.87    24.00     0.127    1.287 
0.4L    :  12.40
     73.8    9.0   49.9    1.302   0.0   1.40e-3 33.9      8.7     0.127    0.229      0.00
    917.7    1.5   49.2    189.0 0.037      73.4 2.35    24.00     0.127    1.914 
0.5L    :  15.50
     53.5    9.0   49.9    1.302   0.0   0.97e-3 32.4      0.0     0.127    0.229      0.00
    936.6    1.5   49.2    189.0 0.027      86.8 2.78    24.00     0.127    2.950 
0.6L    :  18.60
     73.8    9.0   49.9    1.302   0.0   1.40e-3 33.9      8.7     0.127    0.229      0.00
    917.7    1.5   49.2    189.0 0.037      73.4 2.35    24.00     0.127    1.914 
0.7L    :  21.70
     94.5    9.0   49.9    1.175   0.0   2.09e-3 36.3     46.5     0.139    0.229      0.00
    810.1    1.4   49.2    189.0 0.047      58.6 1.87    24.00     0.127    1.287 
0.8L    :  24.80
    115.5    9.0   49.9    1.023   0.0   2.44e-3 37.5     75.1     0.234    0.400      0.00
    611.5    1.2   49.3    189.0 0.058      53.2 1.70    24.00     0.127    1.415 
0.9L    :  27.90
    139.4    9.0   49.9    0.870   0.0   4.61e-3 45.1    121.1     0.492    0.800      0.00
    327.9    1.0   49.4    189.0 0.070      33.8 1.08    24.00     0.127    1.488 
Critical:  26.39
    125.0    9.0   49.9    0.945   0.0   2.65e-3 38.3     88.5     0.283    0.800      0.00
    499.3    1.1   49.4    189.0 0.063      50.4 1.61    24.00     0.127    2.165 
Transfer:  28.00
    140.4    9.0   49.9    0.865   0.0   4.75e-3 45.6    122.9     0.508    0.800      0.00
    316.8    1.0   49.4    189.0 0.070      33.1 1.05    24.00     0.127    1.452 
Bearing :  30.50
    164.0    9.0   49.9    0.144   0.0   6.00e-3 50.0    154.6     0.739    0.533      1.12
      0.0    0.2   49.8     31.5 0.081      27.7 0.87    24.00     0.127    0.764*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    0.68
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 2
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 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
    164.0      3.66     49.92    0.17       49.83    24.00      0.120      0.919      0.060      0.533 
Transfer:      2.50
    140.4      3.16     49.92    1.01       49.41    24.00      0.120      0.752      0.000      0.400 
Critical:      4.11
    125.1      2.82     49.92    1.10       49.37    24.00      0.120      0.639      0.000      0.400 
0.1L    :      2.60
    139.4      3.14     49.92    1.02       49.41    24.00      0.120      0.745      0.000      0.400 
0.2L    :      5.70
    115.5      2.60     49.92    1.19       49.32    24.00      0.120      0.568      0.000      0.400 
0.3L    :      8.80
     94.5      2.13     49.92    1.37       49.23    24.00      0.120      0.411      0.000      0.229 
0.4L    :     11.90
     73.8      1.67     49.92    1.51       49.16    24.00      0.120      0.256      0.000      0.229 
0.5L    :     15.00
     53.5      1.21     49.92    1.51       49.16    24.00      0.120      0.103      0.000      0.229 
0.6L    :     18.10
     73.8      1.67     49.92    1.51       49.16    24.00      0.120      0.256      0.000      0.229 
0.7L    :     21.20
     94.5      2.13     49.92    1.37       49.23    24.00      0.120      0.411      0.000      0.229 
0.8L    :     24.30
    115.5      2.60     49.92    1.19       49.32    24.00      0.120      0.568      0.000      0.400 
0.9L    :     27.40
    139.4      3.14     49.92    1.02       49.41    24.00      0.120      0.745      0.000      0.400 
Critical:     25.89
    125.1      2.82     49.92    1.10       49.37    24.00      0.120      0.639      0.000      0.400 
Transfer:     27.50
    140.4      3.16     49.92    1.01       49.41    24.00      0.120      0.752      0.000      0.400 
Bearing :     30.00
    164.0      3.66     49.92    0.17       49.83    24.00      0.120      0.919      0.060      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 2.60 ft
Prestress      :       0.028  1.80      0.050  2.20      0.061
Self Wt.       :      -0.007  1.85     -0.014  2.40     -0.018
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.020            0.036            0.043
 
At 0.2 x L = 5.70 ft
Prestress      :       0.050  1.80      0.090  2.20      0.110
Self Wt.       :      -0.014  1.85     -0.026  2.40     -0.034
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.036            0.064            0.076
 
At 0.3 x L = 8.80 ft
Prestress      :       0.066  1.80      0.118  2.20      0.145
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.046
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.047            0.083            0.099
 
At 0.4 x L = 11.90 ft
Prestress      :       0.075  1.80      0.135  2.20      0.165
Self Wt.       :      -0.022  1.85     -0.042  2.40     -0.054
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.053            0.094            0.112
 
At 0.5 x L = 15.00 ft
Prestress      :       0.078  1.80      0.141  2.20      0.172
Self Wt.       :      -0.024  1.85     -0.044  2.40     -0.057
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.055            0.097            0.116
 
At 0.6 x L = 18.10 ft
Prestress      :       0.075  1.80      0.135  2.20      0.165
Self Wt.       :      -0.022  1.85     -0.042  2.40     -0.054
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.053            0.094            0.112
 
At 0.7 x L = 21.20 ft
Prestress      :       0.066  1.80      0.118  2.20      0.145
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.046
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.047            0.083            0.099
 
At 0.8 x L = 24.30 ft
Prestress      :       0.050  1.80      0.090  2.20      0.110
Self Wt.       :      -0.014  1.85     -0.026  2.40     -0.034
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.036            0.064            0.076
 
At 0.9 x L = 27.40 ft
Prestress      :       0.028  1.80      0.050  2.20      0.061
Self Wt.       :      -0.007  1.85     -0.014  2.40     -0.018
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.020            0.036            0.043
 

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
   316.6    40.1  1.154  267.8    1.2   1.01   1020.1  0.126T 1.00       -       -     -     -  
H/2     :   2.22
   284.3    40.1  1.046  268.0    1.1   0.92    926.3  0.140T 1.00       -       -     -     -  
0.1L    :   2.60
   327.9    40.1  1.160  267.7    1.2   1.02   1025.8  0.126T 1.00       -       -     -     -  
0.2L    :   5.70
   624.9    40.1  1.363  267.4    1.4   1.19   1200.8  0.107T 1.00       -       -     -     -  
0.3L    :   8.80
   836.4    40.1  1.567  267.0    1.6   1.37   1374.6  0.093T 1.00       -       -     -     -  
0.4L    :  11.90
   957.6    40.1  1.736  266.6    1.8   1.51   1518.6  0.083T 1.00   1536.7  1273.6    0.99  1.59 
0.5L    :  15.00
   988.4    40.1  1.736  266.6    1.8   1.51   1518.6  0.083T 1.00   1530.6  1314.6    0.99  1.54 
0.6L    :  18.10
   957.6    40.1  1.736  266.6    1.8   1.51   1518.6  0.083T 1.00   1536.7  1273.6    0.99  1.59 
0.7L    :  21.20
   836.4    40.1  1.567  267.0    1.6   1.37   1374.6  0.093T 1.00       -       -     -     -  
0.8L    :  24.30
   624.9    40.1  1.363  267.4    1.4   1.19   1200.8  0.107T 1.00       -       -     -     -  
0.9L    :  27.40
   327.9    40.1  1.160  267.7    1.2   1.02   1025.8  0.126T 1.00       -       -     -     -  
H/2     :  27.78
   284.3    40.1  1.046  268.0    1.1   0.92    926.3  0.140T 1.00       -       -     -     -  
Transfer:  27.50
   316.6    40.1  1.154  267.8    1.2   1.01   1020.1  0.126T 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 1-4; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.117
        M   2.00 Fb     0.362
 
  2   2 E  42.50 Ft     0.437
        M  42.50 Fb     0.183
 
  3   2 E   6.00 Ft     0.330
        M   6.00 Fb     0.538
 
  4   2 E   2.00 Ft     0.150
        M   2.00 Fb     0.951
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 31.00            Release Length, ft: 31.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  2.20 %               Final losses: 10.65 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       0.951     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.149       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)                  1518.64      988.38     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   0.242     Midspan    1.800   0.025     Midspan
    Pre.Top:   3.000   0.612     Midspan    2.250   0.500     Midspan
    Pre.Bot:   3.000   0.639    Transfer    2.250   0.790    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.013     Bearing
    Pre.Bot:  -0.420   0.154     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.335     Midspan
    Pre.Bot:                                                             2.000   0.278    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  15.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.078  1.80      0.141  2.20      0.172
Self Wt.       :      -0.024  1.85     -0.044  2.40     -0.057
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.055            0.097            0.116
 
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   30.00
     DC  Line       0.070      0.00       0.070   30.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    15.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 31.000 ft
Release length = 31.000 ft
Design  length = 30.000 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)  : 0.821   (Calculated)    
Live Moment (1  lane  loaded)  : 0.642   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.976   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.817   (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     2.60     5.70     8.80    11.90    15.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    566.1    573.9    573.0    573.9    573.9    573.9    573.9    573.9
  Yb      ,  in    20.21    20.11    20.12    20.11    20.11    20.11    20.11    20.11
  MI(Ixx) , in4   116433   116822   116778   116822   116822   116822   116822   116822
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1268.2   1276.4   1275.5   1276.4   1276.4   1276.4   1276.4   1276.4
  Yb      ,  in    36.33    36.18    36.20    36.18    36.18    36.18    36.18    36.18
  MI(Ixx) , in4   385790   390162   389673   390162   390162   390162   390162   390162

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:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 13.13 in):
     4 @  2.000 in     2 @  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     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.888 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.859 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.050 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)       
-------------------------------------------------------------------------------------
       248.000         740 183.520      4.501 18228.686   187.176       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      6.3960    Yes
      2      US#4[M13]       60.00        0.40      14.75       6.3960      7.6260    Yes
      2      US#4[M13]       60.00        0.40      21.00       7.6260     23.3740    Yes
      2      US#4[M13]       60.00        0.40      14.75      23.3740     24.6040    Yes
      2      US#4[M13]       60.00        0.40      12.00      24.6040     28.6043    Yes
      2      US#4[M13]       60.00        0.40      12.00      26.1050     28.1050     No
      2      US#4[M13]       60.00        0.40      10.50      28.1050     28.9800     No
      2      US#4[M13]       60.00        0.40       9.00      28.9800     30.4800     No
      2      US#4[M13]       60.00        0.40       9.00      28.6043     30.8543    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 26.0000 31.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg = 13.13 in
         P_init    =      340.3 kips  Ecc =  7.10 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     4.31 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.671 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.45 ksi    0.00 ksi
    due to Composite Loads                                 -0.23 ksi    0.00 ksi
    due to Live Loads                                      -1.56 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                         5.48 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  4.31 ksi  ( 2.20 %)            16.55 ksi ( 8.44 %)
Total Prestress Losses                                    20.87 ksi (10.65 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 175.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    20.2    18.1    20.9    40.7    54.9    63.3    66.2
(Max)       V       8.8     7.4     7.5     7.3     5.5     3.6     1.8     0.0
DL-Prec.  : M       0.0     2.7     2.4     2.8     5.4     7.3     8.5     8.8
DC(Max)     V       1.2     1.0     1.0     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
Deck +    : M       0.0    25.3    22.6    26.2    50.9    68.6    79.1    82.7
Haunch (Max)V      11.0     9.2     9.4     9.1     6.8     4.6     2.3     0.0
Diaphragm : M       0.0     0.4     0.3     0.4     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    10.2     9.1    10.5    20.5    27.6    31.9    33.3
DC(Max)     V       4.4     3.7     3.8     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     4.5     4.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.7     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   135.1   121.4   139.9   264.7   353.4   403.2   414.1
            V      73.8    63.5    64.7    63.1    53.4    45.0    36.6    28.1
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    73.8    63.5    64.7    63.1    53.6    45.7    38.0    30.5
            M       0.0   135.2   121.8   139.9   257.1   338.4   380.4   384.6
Total     : M+      0.0   198.4   178.1   205.4   392.2   525.3   602.0   622.1
            V     101.3    86.5    88.2    86.0    70.6    56.5    42.4    28.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   101.3    86.5    88.2    86.0    70.7    57.2    43.8    30.6
            M       0.0   198.5   178.5   205.4   384.6   510.3   579.1   592.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   27.78   27.50   30.00
Self wt.  : M      63.3    54.9    40.7    20.9    18.1    20.2     0.0
(Max)       V       1.8     3.6     5.5     7.3     7.5     7.4     8.8
DL-Prec.  : M       8.5     7.3     5.4     2.8     2.4     2.7     0.0
DC(Max)     V       0.2     0.5     0.7     1.0     1.0     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
Deck +    : M      79.1    68.6    50.9    26.2    22.6    25.3     0.0
Haunch (Max)V       2.3     4.6     6.8     9.1     9.4     9.2    11.0
Diaphragm : M       1.7     1.3     0.8     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      31.9    27.6    20.5    10.5     9.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     3.8     3.7     4.4
DL-Comp   : M      14.2    12.3     9.1     4.7     4.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.7     1.6     2.0
LL + I    : M+    403.2   353.4   264.7   139.9   121.4   135.1     0.0
            V      36.6    45.0    53.4    63.1    64.7    63.5    73.8
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    38.0    45.7    53.6    63.1    64.7    63.5    73.8
            M     380.4   338.4   257.1   139.9   121.8   135.2    -0.0
Total     : M+    602.0   525.3   392.2   205.4   178.1   198.4     0.0
            V      42.4    56.5    70.6    86.0    88.2    86.5   101.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    43.8    57.2    70.7    86.0    88.2    86.5   101.3
            M     579.1   510.3   384.6   205.4   178.5   198.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                8.8              8.8
Deck+Haunch            11.0             11.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.2              1.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           22.2             22.2
DL-Comp.(DW)            9.9              9.9
Live                   59.2             59.2
        Truck          49.6             49.6
        Lane            9.6              9.6
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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    20.2    18.1    20.9    40.7    54.9    63.3    66.2
(Max)       V       8.8     7.4     7.5     7.3     5.5     3.6     1.8     0.0
DL-Prec.  : M       0.0     2.7     2.4     2.8     5.4     7.3     8.5     8.8
DC(Max)     V       1.2     1.0     1.0     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
Deck +    : M       0.0    25.3    22.6    26.2    50.9    68.6    79.1    82.7
Haunch (Max)V      11.0     9.2     9.4     9.1     6.8     4.6     2.3     0.0
Diaphragm : M       0.0     0.4     0.3     0.4     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    10.2     9.1    10.5    20.5    27.6    31.9    33.3
DC(Max)     V       4.4     3.7     3.8     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     4.5     4.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.7     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   108.1    97.1   111.9   211.8   282.7   322.6   331.3
            V      59.0    50.8    51.7    50.5    42.7    36.0    29.2    22.5
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    59.0    50.8    51.7    50.5    42.9    36.6    30.4    24.4
            M       0.0   108.2    97.4   111.9   205.6   270.7   304.3   307.6
Total     : M+      0.0   171.3   153.8   177.5   339.3   454.6   521.3   539.3
            V      86.6    73.8    75.3    73.3    59.9    47.5    35.1    22.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    86.6    73.8    75.3    73.3    60.0    48.0    36.2    24.5
            M       0.0   171.4   154.1   177.5   333.2   442.6   503.0   515.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   27.78   27.50   30.00
Self wt.  : M      63.3    54.9    40.7    20.9    18.1    20.2     0.0
(Max)       V       1.8     3.6     5.5     7.3     7.5     7.4     8.8
DL-Prec.  : M       8.5     7.3     5.4     2.8     2.4     2.7     0.0
DC(Max)     V       0.2     0.5     0.7     1.0     1.0     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
Deck +    : M      79.1    68.6    50.9    26.2    22.6    25.3     0.0
Haunch (Max)V       2.3     4.6     6.8     9.1     9.4     9.2    11.0
Diaphragm : M       1.7     1.3     0.8     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      31.9    27.6    20.5    10.5     9.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     3.8     3.7     4.4
DL-Comp   : M      14.2    12.3     9.1     4.7     4.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.7     1.6     2.0
LL + I    : M+    322.6   282.7   211.8   111.9    97.1   108.1     0.0
            V      29.2    36.0    42.7    50.5    51.7    50.8    59.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    30.4    36.6    42.9    50.5    51.7    50.8    59.0
            M     304.3   270.7   205.6   111.9    97.4   108.2    -0.0
Total     : M+    521.3   454.6   339.3   177.5   153.8   171.3     0.0
            V      35.1    47.5    59.9    73.3    75.3    73.8    86.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    36.2    48.0    60.0    73.3    75.3    73.8    86.6
            M     503.0   442.6   333.2   177.5   154.1   171.4    -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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    25.3    22.7    26.2    50.9    68.6    79.2    82.7
(Max)       V      11.0     9.2     9.4     9.1     6.8     4.6     2.3     0.0
Self wt.  : M       0.0    18.2    16.3    18.9    36.7    49.4    57.0    59.5
(Min)       V       7.9     6.6     6.8     6.6     4.9     3.3     1.6     0.0
DL-Prec.  : M       0.0     3.4     3.0     3.5     6.8     9.2    10.6    11.1
DC(Max)     V       1.5     1.2     1.3     1.2     0.9     0.6     0.3     0.0
DL-Prec.  : M       0.0     2.4     2.2     2.5     4.9     6.6     7.6     8.0
DC(Min)     V       1.1     0.9     0.9     0.9     0.7     0.4     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    31.6    28.3    32.7    63.6    85.7    98.9   103.3
Haunch (Max)V      13.8    11.5    11.7    11.4     8.5     5.7     2.8     0.0
Deck +    : M       0.0    22.7    20.4    23.6    45.8    61.7    71.2    74.4
Haunch (Min)V       9.9     8.3     8.5     8.2     6.2     4.1     2.1     0.0
Diaphragm : M       0.0     0.4     0.4     0.5     1.0     1.6     2.1     2.7
(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     0.3     0.7     1.1     1.5     1.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    12.7    11.4    13.2    25.6    34.5    39.8    41.6
DC(Max)     V       5.6     4.6     4.7     4.6     3.4     2.3     1.1     0.0
DL-Comp   : M       0.0     9.2     8.2     9.5    18.4    24.8    28.7    30.0
DC(Min)     V       4.0     3.3     3.4     3.3     2.5     1.7     0.8     0.0
DL-Comp   : M       0.0     6.8     6.1     7.1    13.7    18.5    21.3    22.3
DW(Max)     V       3.0     2.5     2.5     2.5     1.8     1.2     0.6     0.0
DL-Comp   : M       0.0     2.9     2.6     3.1     5.9     8.0     9.2     9.7
DW(Min)     V       1.3     1.1     1.1     1.1     0.8     0.5     0.3     0.0
LL + I    : M+      0.0   236.4   212.4   244.8   463.2   618.5   705.6   724.7
            V     129.1   111.2   113.2   110.5    93.5    78.7    64.0    49.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   129.1   111.2   113.2   110.5    93.8    80.0    66.5    53.3
            M       0.0   236.6   213.1   244.8   449.8   592.2   665.7   673.0
Total     : M+      0.0   316.6   284.3   327.9   624.9   836.4   957.6   988.4
            V     164.0   140.4   143.0   139.4   115.2    93.3    71.3    49.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   164.0   140.4   143.0   139.4   115.5    94.5    73.8    53.5
            M       0.0   316.8   285.0   327.9   611.5   810.1   917.7   936.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   27.78   27.50   30.00
Self wt.  : M      79.2    68.6    50.9    26.2    22.7    25.3     0.0
(Max)       V       2.3     4.6     6.8     9.1     9.4     9.2    11.0
Self wt.  : M      57.0    49.4    36.7    18.9    16.3    18.2     0.0
(Min)       V       1.6     3.3     4.9     6.6     6.8     6.6     7.9
DL-Prec.  : M      10.6     9.2     6.8     3.5     3.0     3.4     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.3     1.2     1.5
DL-Prec.  : M       7.6     6.6     4.9     2.5     2.2     2.4     0.0
DC(Min)     V       0.2     0.4     0.7     0.9     0.9     0.9     1.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      98.9    85.7    63.6    32.7    28.3    31.6     0.0
Haunch (Max)V       2.8     5.7     8.5    11.4    11.7    11.5    13.8
Deck +    : M      71.2    61.7    45.8    23.6    20.4    22.7     0.0
Haunch (Min)V       2.1     4.1     6.2     8.2     8.5     8.3     9.9
Diaphragm : M       2.1     1.6     1.0     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       1.5     1.1     0.7     0.3     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      39.8    34.5    25.6    13.2    11.4    12.7     0.0
DC(Max)     V       1.1     2.3     3.4     4.6     4.7     4.6     5.6
DL-Comp   : M      28.7    24.8    18.4     9.5     8.2     9.2     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     3.4     3.3     4.0
DL-Comp   : M      21.3    18.5    13.7     7.1     6.1     6.8     0.0
DW(Max)     V       0.6     1.2     1.8     2.5     2.5     2.5     3.0
DL-Comp   : M       9.2     8.0     5.9     3.1     2.6     2.9     0.0
DW(Min)     V       0.3     0.5     0.8     1.1     1.1     1.1     1.3
LL + I    : M+    705.6   618.5   463.2   244.8   212.4   236.4     0.0
            V      64.0    78.7    93.5   110.5   113.2   111.2   129.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    66.5    80.0    93.8   110.5   113.2   111.2   129.1
            M     665.7   592.2   449.8   244.8   213.1   236.6    -0.0
Total     : M+    957.6   836.4   624.9   327.9   284.3   316.6     0.0
            V      71.3    93.3   115.2   139.4   143.0   140.4   164.0
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    73.8    94.5   115.5   139.4   143.0   140.4   164.0
            M     917.7   810.1   611.5   327.9   285.0   316.8    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.0             11.0
Deck+Haunch            13.8             13.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.5              1.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           27.8             27.8
DL-Comp.(DW)           14.8             14.8
Live                  103.6            103.6
        Truck          86.8             86.8
        Lane           16.8             16.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, 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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    20.2    18.1    20.9    40.7    54.9    63.3    66.2
(Max)       V       8.8     7.4     7.5     7.3     5.5     3.6     1.8     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     2.7     2.4     2.8     5.4     7.3     8.5     8.8
DC(Max)     V       1.2     1.0     1.0     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
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    25.3    22.6    26.2    50.9    68.6    79.1    82.7
Haunch (Max)V      11.0     9.2     9.4     9.1     6.8     4.6     2.3     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     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.2     9.1    10.5    20.5    27.6    31.9    33.3
DC(Max)     V       4.4     3.7     3.8     3.7     2.8     1.8     0.9     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     4.5     4.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.7     1.6     1.2     0.8     0.4     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   104.6    93.9   108.4   208.2   275.9   311.6   315.3
            V      59.6    53.3    54.0    53.1    46.5    39.9    33.3    26.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.6    53.3    54.0    53.1    46.5    39.9    33.3    26.7
            M       0.0   104.6    93.9   108.4   208.2   275.9   311.6   315.3
Total     : M+      0.0   167.9   150.6   173.9   335.7   447.8   510.3   523.2
            V      87.2    76.3    77.5    75.9    63.6    51.4    39.1    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    87.2    76.3    77.5    75.9    63.6    51.4    39.1    26.9
            M       0.0   167.9   150.6   173.9   335.7   447.8   510.3   523.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   27.78   27.50   30.00
Self wt.  : M      63.3    54.9    40.7    20.9    18.1    20.2     0.0
(Max)       V       1.8     3.6     5.5     7.3     7.5     7.4     8.8
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       8.5     7.3     5.4     2.8     2.4     2.7     0.0
DC(Max)     V       0.2     0.5     0.7     1.0     1.0     1.0     1.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      79.1    68.6    50.9    26.2    22.6    25.3     0.0
Haunch (Max)V       2.3     4.6     6.8     9.1     9.4     9.2    11.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.7     1.3     0.8     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      31.9    27.6    20.5    10.5     9.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     3.8     3.7     4.4
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      14.2    12.3     9.1     4.7     4.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.7     1.6     2.0
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+    311.6   275.9   208.2   108.4    93.9   104.6     0.0
            V      33.3    39.9    46.5    53.1    54.0    53.3    59.6
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    33.3    39.9    46.5    53.1    54.0    53.3    59.6
            M     311.6   275.9   208.2   108.4    93.9   104.6     0.0
Total     : M+    510.3   447.8   335.7   173.9   150.6   167.9     0.0
            V      39.1    51.4    63.6    75.9    77.5    76.3    87.2
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    39.1    51.4    63.6    75.9    77.5    76.3    87.2
            M     510.3   447.8   335.7   173.9   150.6   167.9     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    3.10    6.20    9.30   12.40   15.50
 
Beam-Self
Precast-top    0.063   0.065   0.116   0.152   0.173   0.181 
Bottom        -0.051  -0.053  -0.093  -0.123  -0.140  -0.146 
 
Prestress
Precast-top    0.086   0.086   0.086   0.086   0.086   0.086 
Bottom         1.002   1.002   1.002   1.002   1.002   1.002 
 
Total
Precast-top    0.149   0.151   0.202   0.238   0.260   0.267 
Bottom         0.951   0.950   0.909   0.880   0.862   0.856 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.59 %)
             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    2.60    5.70    8.80   11.90   15.00
 
Prestress
Precast-top    0.013   0.078   0.071   0.078   0.078   0.078   0.078   0.078
Bottom         0.154   0.906   0.823   0.906   0.906   0.906   0.906   0.906
 
Self wt.
Precast-top   -0.000   0.052   0.046   0.054   0.104   0.140   0.162   0.169
Bottom        -0.000  -0.042  -0.037  -0.043  -0.084  -0.113  -0.131  -0.137
 
DL-Prec (DC)
Precast-top   -0.000   0.007   0.006   0.007   0.014   0.019   0.022   0.023
Bottom        -0.000  -0.006  -0.005  -0.006  -0.011  -0.015  -0.017  -0.018
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.004  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.065   0.058   0.067   0.130   0.175   0.202   0.211
Bottom        -0.000  -0.052  -0.047  -0.054  -0.105  -0.142  -0.164  -0.171
 
DL-Comp (DC)
Topping-top   -0.000   0.005   0.005   0.006   0.011   0.014   0.017   0.017
Precast-top   -0.000   0.003   0.002   0.003   0.006   0.007   0.009   0.009
Bottom        -0.000  -0.011  -0.010  -0.012  -0.023  -0.031  -0.035  -0.037
 
DL-Comp (DW)
Topping-top   -0.000   0.002   0.002   0.002   0.005   0.006   0.007   0.008
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.004   0.004
Bottom        -0.000  -0.005  -0.005  -0.005  -0.010  -0.014  -0.016  -0.017
 
LL+I(+)
Topping-top   -0.000   0.071   0.063   0.073   0.138   0.185   0.211   0.216
Precast-top   -0.000   0.037   0.033   0.038   0.072   0.096   0.109   0.112
Bottom        -0.000  -0.150  -0.135  -0.156  -0.295  -0.393  -0.449  -0.461
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.078   0.070   0.081   0.154   0.205   0.235   0.242 
Precast-top    0.013   0.243   0.219   0.249   0.408   0.522   0.590   0.612 
Bottom         0.154   0.639   0.583   0.630   0.377   0.196   0.091   0.062 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.008   0.007   0.008   0.015   0.021   0.024   0.025 
Precast-top    0.013   0.206   0.186   0.211   0.336   0.426   0.481   0.500 
Bottom         0.154   0.790   0.718   0.785   0.671   0.589   0.540   0.523 
 

 
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    3.10    6.20    9.30   12.40   15.50
 
Beam-Self
Precast-top    0.063   0.065   0.116   0.152   0.173   0.181 
Bottom        -0.051  -0.053  -0.093  -0.123  -0.140  -0.146 
 
Prestress
Precast-top    0.086   0.086   0.086   0.086   0.086   0.086 
Bottom         1.002   1.002   1.002   1.002   1.002   1.002 
 
Total
Precast-top    0.149   0.151   0.202   0.238   0.260   0.267 
Bottom         0.951   0.950   0.909   0.880   0.862   0.856 
 
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 =  9.59 %)
             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    2.60    5.70    8.80   11.90   15.00
 
Prestress
Precast-top    0.013   0.078   0.071   0.078   0.078   0.078   0.078   0.078
Bottom         0.154   0.906   0.823   0.906   0.906   0.906   0.906   0.906
 
Self wt.
Precast-top   -0.000   0.052   0.046   0.054   0.104   0.140   0.162   0.169
Bottom        -0.000  -0.042  -0.037  -0.043  -0.084  -0.113  -0.131  -0.137
 
DL-Prec (DC)
Precast-top   -0.000   0.007   0.006   0.007   0.014   0.019   0.022   0.023
Bottom        -0.000  -0.006  -0.005  -0.006  -0.011  -0.015  -0.017  -0.018
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.004  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.065   0.058   0.067   0.130   0.175   0.202   0.211
Bottom        -0.000  -0.052  -0.047  -0.054  -0.105  -0.142  -0.164  -0.171
 
DL-Comp (DC)
Topping-top   -0.000   0.005   0.005   0.006   0.011   0.014   0.017   0.017
Precast-top   -0.000   0.003   0.002   0.003   0.006   0.007   0.009   0.009
Bottom        -0.000  -0.011  -0.010  -0.012  -0.023  -0.031  -0.035  -0.037
 
DL-Comp (DW)
Topping-top   -0.000   0.002   0.002   0.002   0.005   0.006   0.007   0.008
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.004   0.004
Bottom        -0.000  -0.005  -0.005  -0.005  -0.010  -0.014  -0.016  -0.017
 
LL+I(+)
Topping-top   -0.000   0.056   0.051   0.058   0.111   0.148   0.169   0.173
Precast-top   -0.000   0.029   0.026   0.030   0.057   0.077   0.087   0.090
Bottom        -0.000  -0.120  -0.108  -0.125  -0.236  -0.315  -0.359  -0.369
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.064   0.058   0.066   0.126   0.169   0.193   0.198 
Precast-top    0.013   0.235   0.212   0.241   0.394   0.503   0.568   0.589 
Bottom         0.154   0.669   0.610   0.661   0.435   0.275   0.181   0.154 
 

 
 
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    2.60    5.70    8.80   11.90   15.00
F_LL+I(+)
Topping-top   -0.000   0.055   0.049   0.057   0.109   0.144   0.163   0.165
Precast-top   -0.000   0.028   0.025   0.029   0.056   0.075   0.085   0.086
Bottom        -0.000  -0.116  -0.105  -0.121  -0.232  -0.307  -0.347  -0.351
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.059   0.053   0.061   0.117   0.155   0.175   0.177 
Precast-top    0.007   0.131   0.118   0.135   0.225   0.288   0.325   0.335 
Bottom         0.077   0.278   0.254   0.272   0.104  -0.012  -0.077  -0.090 
 

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
    164.0    9.0   49.9    0.144   0.0   6.00e-3 50.0    154.6     0.739    0.533      1.12
      0.0    0.2   49.8     31.5 0.081      27.7 0.87    24.00     0.127    0.764*
Transfer:   3.00
    140.4    9.0   49.9    0.865   0.0   4.75e-3 45.6    122.9     0.508    0.800      0.00
    316.8    1.0   49.4    189.0 0.070      33.1 1.05    24.00     0.127    1.452 
Critical:   4.61
    125.0    9.0   49.9    0.945   0.0   2.65e-3 38.3     88.5     0.283    0.800      0.00
    499.3    1.1   49.4    189.0 0.063      50.4 1.61    24.00     0.127    2.165 
0.1L    :   3.10
    139.4    9.0   49.9    0.870   0.0   4.61e-3 45.1    121.1     0.492    0.800      0.00
    327.9    1.0   49.4    189.0 0.070      33.8 1.08    24.00     0.127    1.488 
0.2L    :   6.20
    115.5    9.0   49.9    1.023   0.0   2.44e-3 37.5     75.1     0.234    0.400      0.00
    611.5    1.2   49.3    189.0 0.058      53.2 1.70    24.00     0.127    1.415 
0.3L    :   9.30
     94.5    9.0   49.9    1.175   0.0   2.09e-3 36.3     46.5     0.139    0.229      0.00
    810.1    1.4   49.2    189.0 0.047      58.6 1.87    24.00     0.127    1.287 
0.4L    :  12.40
     73.8    9.0   49.9    1.302   0.0   1.40e-3 33.9      8.7     0.127    0.229      0.00
    917.7    1.5   49.2    189.0 0.037      73.4 2.35    24.00     0.127    1.914 
0.5L    :  15.50
     53.5    9.0   49.9    1.302   0.0   0.97e-3 32.4      0.0     0.127    0.229      0.00
    936.6    1.5   49.2    189.0 0.027      86.8 2.78    24.00     0.127    2.950 
0.6L    :  18.60
     73.8    9.0   49.9    1.302   0.0   1.40e-3 33.9      8.7     0.127    0.229      0.00
    917.7    1.5   49.2    189.0 0.037      73.4 2.35    24.00     0.127    1.914 
0.7L    :  21.70
     94.5    9.0   49.9    1.175   0.0   2.09e-3 36.3     46.5     0.139    0.229      0.00
    810.1    1.4   49.2    189.0 0.047      58.6 1.87    24.00     0.127    1.287 
0.8L    :  24.80
    115.5    9.0   49.9    1.023   0.0   2.44e-3 37.5     75.1     0.234    0.400      0.00
    611.5    1.2   49.3    189.0 0.058      53.2 1.70    24.00     0.127    1.415 
0.9L    :  27.90
    139.4    9.0   49.9    0.870   0.0   4.61e-3 45.1    121.1     0.492    0.800      0.00
    327.9    1.0   49.4    189.0 0.070      33.8 1.08    24.00     0.127    1.488 
Critical:  26.39
    125.0    9.0   49.9    0.945   0.0   2.65e-3 38.3     88.5     0.283    0.800      0.00
    499.3    1.1   49.4    189.0 0.063      50.4 1.61    24.00     0.127    2.165 
Transfer:  28.00
    140.4    9.0   49.9    0.865   0.0   4.75e-3 45.6    122.9     0.508    0.800      0.00
    316.8    1.0   49.4    189.0 0.070      33.1 1.05    24.00     0.127    1.452 
Bearing :  30.50
    164.0    9.0   49.9    0.144   0.0   6.00e-3 50.0    154.6     0.739    0.533      1.12
      0.0    0.2   49.8     31.5 0.081      27.7 0.87    24.00     0.127    0.764*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    0.68
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 3
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 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
    164.0      3.66     49.92    0.17       49.83    24.00      0.120      0.919      0.060      0.533 
Transfer:      2.50
    140.4      3.16     49.92    1.01       49.41    24.00      0.120      0.752      0.000      0.400 
Critical:      4.11
    125.1      2.82     49.92    1.10       49.37    24.00      0.120      0.639      0.000      0.400 
0.1L    :      2.60
    139.4      3.14     49.92    1.02       49.41    24.00      0.120      0.745      0.000      0.400 
0.2L    :      5.70
    115.5      2.60     49.92    1.19       49.32    24.00      0.120      0.568      0.000      0.400 
0.3L    :      8.80
     94.5      2.13     49.92    1.37       49.23    24.00      0.120      0.411      0.000      0.229 
0.4L    :     11.90
     73.8      1.67     49.92    1.51       49.16    24.00      0.120      0.256      0.000      0.229 
0.5L    :     15.00
     53.5      1.21     49.92    1.51       49.16    24.00      0.120      0.103      0.000      0.229 
0.6L    :     18.10
     73.8      1.67     49.92    1.51       49.16    24.00      0.120      0.256      0.000      0.229 
0.7L    :     21.20
     94.5      2.13     49.92    1.37       49.23    24.00      0.120      0.411      0.000      0.229 
0.8L    :     24.30
    115.5      2.60     49.92    1.19       49.32    24.00      0.120      0.568      0.000      0.400 
0.9L    :     27.40
    139.4      3.14     49.92    1.02       49.41    24.00      0.120      0.745      0.000      0.400 
Critical:     25.89
    125.1      2.82     49.92    1.10       49.37    24.00      0.120      0.639      0.000      0.400 
Transfer:     27.50
    140.4      3.16     49.92    1.01       49.41    24.00      0.120      0.752      0.000      0.400 
Bearing :     30.00
    164.0      3.66     49.92    0.17       49.83    24.00      0.120      0.919      0.060      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 2.60 ft
Prestress      :       0.028  1.80      0.050  2.20      0.061
Self Wt.       :      -0.007  1.85     -0.014  2.40     -0.018
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.020            0.036            0.043
 
At 0.2 x L = 5.70 ft
Prestress      :       0.050  1.80      0.090  2.20      0.110
Self Wt.       :      -0.014  1.85     -0.026  2.40     -0.034
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.036            0.064            0.076
 
At 0.3 x L = 8.80 ft
Prestress      :       0.066  1.80      0.118  2.20      0.145
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.046
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.047            0.083            0.099
 
At 0.4 x L = 11.90 ft
Prestress      :       0.075  1.80      0.135  2.20      0.165
Self Wt.       :      -0.022  1.85     -0.042  2.40     -0.054
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.053            0.094            0.112
 
At 0.5 x L = 15.00 ft
Prestress      :       0.078  1.80      0.141  2.20      0.172
Self Wt.       :      -0.024  1.85     -0.044  2.40     -0.057
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.055            0.097            0.116
 
At 0.6 x L = 18.10 ft
Prestress      :       0.075  1.80      0.135  2.20      0.165
Self Wt.       :      -0.022  1.85     -0.042  2.40     -0.054
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.053            0.094            0.112
 
At 0.7 x L = 21.20 ft
Prestress      :       0.066  1.80      0.118  2.20      0.145
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.046
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.047            0.083            0.099
 
At 0.8 x L = 24.30 ft
Prestress      :       0.050  1.80      0.090  2.20      0.110
Self Wt.       :      -0.014  1.85     -0.026  2.40     -0.034
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.036            0.064            0.076
 
At 0.9 x L = 27.40 ft
Prestress      :       0.028  1.80      0.050  2.20      0.061
Self Wt.       :      -0.007  1.85     -0.014  2.40     -0.018
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.020            0.036            0.043
 

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
   316.6    40.1  1.154  267.8    1.2   1.01   1020.1  0.126T 1.00       -       -     -     -  
H/2     :   2.22
   284.3    40.1  1.046  268.0    1.1   0.92    926.3  0.140T 1.00       -       -     -     -  
0.1L    :   2.60
   327.9    40.1  1.160  267.7    1.2   1.02   1025.8  0.126T 1.00       -       -     -     -  
0.2L    :   5.70
   624.9    40.1  1.363  267.4    1.4   1.19   1200.8  0.107T 1.00       -       -     -     -  
0.3L    :   8.80
   836.4    40.1  1.567  267.0    1.6   1.37   1374.6  0.093T 1.00       -       -     -     -  
0.4L    :  11.90
   957.6    40.1  1.736  266.6    1.8   1.51   1518.6  0.083T 1.00   1536.7  1273.6    0.99  1.59 
0.5L    :  15.00
   988.4    40.1  1.736  266.6    1.8   1.51   1518.6  0.083T 1.00   1530.6  1314.6    0.99  1.54 
0.6L    :  18.10
   957.6    40.1  1.736  266.6    1.8   1.51   1518.6  0.083T 1.00   1536.7  1273.6    0.99  1.59 
0.7L    :  21.20
   836.4    40.1  1.567  267.0    1.6   1.37   1374.6  0.093T 1.00       -       -     -     -  
0.8L    :  24.30
   624.9    40.1  1.363  267.4    1.4   1.19   1200.8  0.107T 1.00       -       -     -     -  
0.9L    :  27.40
   327.9    40.1  1.160  267.7    1.2   1.02   1025.8  0.126T 1.00       -       -     -     -  
H/2     :  27.78
   284.3    40.1  1.046  268.0    1.1   0.92    926.3  0.140T 1.00       -       -     -     -  
Transfer:  27.50
   316.6    40.1  1.154  267.8    1.2   1.01   1020.1  0.126T 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 1-4; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.117
        M   2.00 Fb     0.362
 
  2   2 E  42.50 Ft     0.437
        M  42.50 Fb     0.183
 
  3   2 E   6.00 Ft     0.330
        M   6.00 Fb     0.538
 
  4   2 E   2.00 Ft     0.150
        M   2.00 Fb     0.951
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 31.00            Release Length, ft: 31.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  2.20 %               Final losses: 10.65 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       0.951     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.149       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)                  1518.64      988.38     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   0.242     Midspan    1.800   0.025     Midspan
    Pre.Top:   3.000   0.612     Midspan    2.250   0.500     Midspan
    Pre.Bot:   3.000   0.639    Transfer    2.250   0.790    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.013     Bearing
    Pre.Bot:  -0.420   0.154     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.335     Midspan
    Pre.Bot:                                                             2.000   0.278    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  15.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.078  1.80      0.141  2.20      0.172
Self Wt.       :      -0.024  1.85     -0.044  2.40     -0.057
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.055            0.097            0.116
 
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   30.00
     DC  Line       0.070      0.00       0.070   30.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    15.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 31.000 ft
Release length = 31.000 ft
Design  length = 30.000 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)  : 0.821   (Calculated)    
Live Moment (1  lane  loaded)  : 0.642   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.976   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.817   (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     2.60     5.70     8.80    11.90    15.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    566.1    573.9    573.0    573.9    573.9    573.9    573.9    573.9
  Yb      ,  in    20.21    20.11    20.12    20.11    20.11    20.11    20.11    20.11
  MI(Ixx) , in4   116433   116822   116778   116822   116822   116822   116822   116822
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1268.2   1276.4   1275.5   1276.4   1276.4   1276.4   1276.4   1276.4
  Yb      ,  in    36.33    36.18    36.20    36.18    36.18    36.18    36.18    36.18
  MI(Ixx) , in4   385790   390162   389673   390162   390162   390162   390162   390162

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:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 13.13 in):
     4 @  2.000 in     2 @  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     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.888 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.859 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.050 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)       
-------------------------------------------------------------------------------------
       248.000         740 183.520      4.501 18228.686   187.176       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      6.3960    Yes
      2      US#4[M13]       60.00        0.40      14.75       6.3960      7.6260    Yes
      2      US#4[M13]       60.00        0.40      21.00       7.6260     23.3740    Yes
      2      US#4[M13]       60.00        0.40      14.75      23.3740     24.6040    Yes
      2      US#4[M13]       60.00        0.40      12.00      24.6040     28.6043    Yes
      2      US#4[M13]       60.00        0.40      12.00      26.1050     28.1050     No
      2      US#4[M13]       60.00        0.40      10.50      28.1050     28.9800     No
      2      US#4[M13]       60.00        0.40       9.00      28.9800     30.4800     No
      2      US#4[M13]       60.00        0.40       9.00      28.6043     30.8543    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 26.0000 31.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg = 13.13 in
         P_init    =      340.3 kips  Ecc =  7.10 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     4.31 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.671 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.45 ksi    0.00 ksi
    due to Composite Loads                                 -0.23 ksi    0.00 ksi
    due to Live Loads                                      -1.56 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                         5.48 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  4.31 ksi  ( 2.20 %)            16.55 ksi ( 8.44 %)
Total Prestress Losses                                    20.87 ksi (10.65 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 175.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    20.2    18.1    20.9    40.7    54.9    63.3    66.2
(Max)       V       8.8     7.4     7.5     7.3     5.5     3.6     1.8     0.0
DL-Prec.  : M       0.0     2.7     2.4     2.8     5.4     7.3     8.5     8.8
DC(Max)     V       1.2     1.0     1.0     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
Deck +    : M       0.0    25.3    22.6    26.2    50.9    68.6    79.1    82.7
Haunch (Max)V      11.0     9.2     9.4     9.1     6.8     4.6     2.3     0.0
Diaphragm : M       0.0     0.4     0.3     0.4     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    10.2     9.1    10.5    20.5    27.6    31.9    33.3
DC(Max)     V       4.4     3.7     3.8     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     4.5     4.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.7     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   135.1   121.4   139.9   264.7   353.4   403.2   414.1
            V      73.8    63.5    64.7    63.1    53.4    45.0    36.6    28.1
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    73.8    63.5    64.7    63.1    53.6    45.7    38.0    30.5
            M       0.0   135.2   121.8   139.9   257.1   338.4   380.4   384.6
Total     : M+      0.0   198.4   178.1   205.4   392.2   525.3   602.0   622.1
            V     101.3    86.5    88.2    86.0    70.6    56.5    42.4    28.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   101.3    86.5    88.2    86.0    70.7    57.2    43.8    30.6
            M       0.0   198.5   178.5   205.4   384.6   510.3   579.1   592.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   27.78   27.50   30.00
Self wt.  : M      63.3    54.9    40.7    20.9    18.1    20.2     0.0
(Max)       V       1.8     3.6     5.5     7.3     7.5     7.4     8.8
DL-Prec.  : M       8.5     7.3     5.4     2.8     2.4     2.7     0.0
DC(Max)     V       0.2     0.5     0.7     1.0     1.0     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
Deck +    : M      79.1    68.6    50.9    26.2    22.6    25.3     0.0
Haunch (Max)V       2.3     4.6     6.8     9.1     9.4     9.2    11.0
Diaphragm : M       1.7     1.3     0.8     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      31.9    27.6    20.5    10.5     9.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     3.8     3.7     4.4
DL-Comp   : M      14.2    12.3     9.1     4.7     4.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.7     1.6     2.0
LL + I    : M+    403.2   353.4   264.7   139.9   121.4   135.1     0.0
            V      36.6    45.0    53.4    63.1    64.7    63.5    73.8
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    38.0    45.7    53.6    63.1    64.7    63.5    73.8
            M     380.4   338.4   257.1   139.9   121.8   135.2    -0.0
Total     : M+    602.0   525.3   392.2   205.4   178.1   198.4     0.0
            V      42.4    56.5    70.6    86.0    88.2    86.5   101.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    43.8    57.2    70.7    86.0    88.2    86.5   101.3
            M     579.1   510.3   384.6   205.4   178.5   198.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                8.8              8.8
Deck+Haunch            11.0             11.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.2              1.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           22.2             22.2
DL-Comp.(DW)            9.9              9.9
Live                   59.2             59.2
        Truck          49.6             49.6
        Lane            9.6              9.6
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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    20.2    18.1    20.9    40.7    54.9    63.3    66.2
(Max)       V       8.8     7.4     7.5     7.3     5.5     3.6     1.8     0.0
DL-Prec.  : M       0.0     2.7     2.4     2.8     5.4     7.3     8.5     8.8
DC(Max)     V       1.2     1.0     1.0     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
Deck +    : M       0.0    25.3    22.6    26.2    50.9    68.6    79.1    82.7
Haunch (Max)V      11.0     9.2     9.4     9.1     6.8     4.6     2.3     0.0
Diaphragm : M       0.0     0.4     0.3     0.4     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    10.2     9.1    10.5    20.5    27.6    31.9    33.3
DC(Max)     V       4.4     3.7     3.8     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     4.5     4.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.7     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   108.1    97.1   111.9   211.8   282.7   322.6   331.3
            V      59.0    50.8    51.7    50.5    42.7    36.0    29.2    22.5
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    59.0    50.8    51.7    50.5    42.9    36.6    30.4    24.4
            M       0.0   108.2    97.4   111.9   205.6   270.7   304.3   307.6
Total     : M+      0.0   171.3   153.8   177.5   339.3   454.6   521.3   539.3
            V      86.6    73.8    75.3    73.3    59.9    47.5    35.1    22.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    86.6    73.8    75.3    73.3    60.0    48.0    36.2    24.5
            M       0.0   171.4   154.1   177.5   333.2   442.6   503.0   515.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   27.78   27.50   30.00
Self wt.  : M      63.3    54.9    40.7    20.9    18.1    20.2     0.0
(Max)       V       1.8     3.6     5.5     7.3     7.5     7.4     8.8
DL-Prec.  : M       8.5     7.3     5.4     2.8     2.4     2.7     0.0
DC(Max)     V       0.2     0.5     0.7     1.0     1.0     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
Deck +    : M      79.1    68.6    50.9    26.2    22.6    25.3     0.0
Haunch (Max)V       2.3     4.6     6.8     9.1     9.4     9.2    11.0
Diaphragm : M       1.7     1.3     0.8     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      31.9    27.6    20.5    10.5     9.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     3.8     3.7     4.4
DL-Comp   : M      14.2    12.3     9.1     4.7     4.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.7     1.6     2.0
LL + I    : M+    322.6   282.7   211.8   111.9    97.1   108.1     0.0
            V      29.2    36.0    42.7    50.5    51.7    50.8    59.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    30.4    36.6    42.9    50.5    51.7    50.8    59.0
            M     304.3   270.7   205.6   111.9    97.4   108.2    -0.0
Total     : M+    521.3   454.6   339.3   177.5   153.8   171.3     0.0
            V      35.1    47.5    59.9    73.3    75.3    73.8    86.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    36.2    48.0    60.0    73.3    75.3    73.8    86.6
            M     503.0   442.6   333.2   177.5   154.1   171.4    -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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    25.3    22.7    26.2    50.9    68.6    79.2    82.7
(Max)       V      11.0     9.2     9.4     9.1     6.8     4.6     2.3     0.0
Self wt.  : M       0.0    18.2    16.3    18.9    36.7    49.4    57.0    59.5
(Min)       V       7.9     6.6     6.8     6.6     4.9     3.3     1.6     0.0
DL-Prec.  : M       0.0     3.4     3.0     3.5     6.8     9.2    10.6    11.1
DC(Max)     V       1.5     1.2     1.3     1.2     0.9     0.6     0.3     0.0
DL-Prec.  : M       0.0     2.4     2.2     2.5     4.9     6.6     7.6     8.0
DC(Min)     V       1.1     0.9     0.9     0.9     0.7     0.4     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    31.6    28.3    32.7    63.6    85.7    98.9   103.3
Haunch (Max)V      13.8    11.5    11.7    11.4     8.5     5.7     2.8     0.0
Deck +    : M       0.0    22.7    20.4    23.6    45.8    61.7    71.2    74.4
Haunch (Min)V       9.9     8.3     8.5     8.2     6.2     4.1     2.1     0.0
Diaphragm : M       0.0     0.4     0.4     0.5     1.0     1.6     2.1     2.7
(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     0.3     0.7     1.1     1.5     1.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    12.7    11.4    13.2    25.6    34.5    39.8    41.6
DC(Max)     V       5.6     4.6     4.7     4.6     3.4     2.3     1.1     0.0
DL-Comp   : M       0.0     9.2     8.2     9.5    18.4    24.8    28.7    30.0
DC(Min)     V       4.0     3.3     3.4     3.3     2.5     1.7     0.8     0.0
DL-Comp   : M       0.0     6.8     6.1     7.1    13.7    18.5    21.3    22.3
DW(Max)     V       3.0     2.5     2.5     2.5     1.8     1.2     0.6     0.0
DL-Comp   : M       0.0     2.9     2.6     3.1     5.9     8.0     9.2     9.7
DW(Min)     V       1.3     1.1     1.1     1.1     0.8     0.5     0.3     0.0
LL + I    : M+      0.0   236.4   212.4   244.8   463.2   618.5   705.6   724.7
            V     129.1   111.2   113.2   110.5    93.5    78.7    64.0    49.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   129.1   111.2   113.2   110.5    93.8    80.0    66.5    53.3
            M       0.0   236.6   213.1   244.8   449.8   592.2   665.7   673.0
Total     : M+      0.0   316.6   284.3   327.9   624.9   836.4   957.6   988.4
            V     164.0   140.4   143.0   139.4   115.2    93.3    71.3    49.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   164.0   140.4   143.0   139.4   115.5    94.5    73.8    53.5
            M       0.0   316.8   285.0   327.9   611.5   810.1   917.7   936.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   27.78   27.50   30.00
Self wt.  : M      79.2    68.6    50.9    26.2    22.7    25.3     0.0
(Max)       V       2.3     4.6     6.8     9.1     9.4     9.2    11.0
Self wt.  : M      57.0    49.4    36.7    18.9    16.3    18.2     0.0
(Min)       V       1.6     3.3     4.9     6.6     6.8     6.6     7.9
DL-Prec.  : M      10.6     9.2     6.8     3.5     3.0     3.4     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.3     1.2     1.5
DL-Prec.  : M       7.6     6.6     4.9     2.5     2.2     2.4     0.0
DC(Min)     V       0.2     0.4     0.7     0.9     0.9     0.9     1.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      98.9    85.7    63.6    32.7    28.3    31.6     0.0
Haunch (Max)V       2.8     5.7     8.5    11.4    11.7    11.5    13.8
Deck +    : M      71.2    61.7    45.8    23.6    20.4    22.7     0.0
Haunch (Min)V       2.1     4.1     6.2     8.2     8.5     8.3     9.9
Diaphragm : M       2.1     1.6     1.0     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       1.5     1.1     0.7     0.3     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      39.8    34.5    25.6    13.2    11.4    12.7     0.0
DC(Max)     V       1.1     2.3     3.4     4.6     4.7     4.6     5.6
DL-Comp   : M      28.7    24.8    18.4     9.5     8.2     9.2     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     3.4     3.3     4.0
DL-Comp   : M      21.3    18.5    13.7     7.1     6.1     6.8     0.0
DW(Max)     V       0.6     1.2     1.8     2.5     2.5     2.5     3.0
DL-Comp   : M       9.2     8.0     5.9     3.1     2.6     2.9     0.0
DW(Min)     V       0.3     0.5     0.8     1.1     1.1     1.1     1.3
LL + I    : M+    705.6   618.5   463.2   244.8   212.4   236.4     0.0
            V      64.0    78.7    93.5   110.5   113.2   111.2   129.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    66.5    80.0    93.8   110.5   113.2   111.2   129.1
            M     665.7   592.2   449.8   244.8   213.1   236.6    -0.0
Total     : M+    957.6   836.4   624.9   327.9   284.3   316.6     0.0
            V      71.3    93.3   115.2   139.4   143.0   140.4   164.0
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    73.8    94.5   115.5   139.4   143.0   140.4   164.0
            M     917.7   810.1   611.5   327.9   285.0   316.8    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.0             11.0
Deck+Haunch            13.8             13.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.5              1.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           27.8             27.8
DL-Comp.(DW)           14.8             14.8
Live                  103.6            103.6
        Truck          86.8             86.8
        Lane           16.8             16.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, 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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    20.2    18.1    20.9    40.7    54.9    63.3    66.2
(Max)       V       8.8     7.4     7.5     7.3     5.5     3.6     1.8     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     2.7     2.4     2.8     5.4     7.3     8.5     8.8
DC(Max)     V       1.2     1.0     1.0     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
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    25.3    22.6    26.2    50.9    68.6    79.1    82.7
Haunch (Max)V      11.0     9.2     9.4     9.1     6.8     4.6     2.3     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     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.2     9.1    10.5    20.5    27.6    31.9    33.3
DC(Max)     V       4.4     3.7     3.8     3.7     2.8     1.8     0.9     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     4.5     4.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.7     1.6     1.2     0.8     0.4     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   104.6    93.9   108.4   208.2   275.9   311.6   315.3
            V      59.6    53.3    54.0    53.1    46.5    39.9    33.3    26.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.6    53.3    54.0    53.1    46.5    39.9    33.3    26.7
            M       0.0   104.6    93.9   108.4   208.2   275.9   311.6   315.3
Total     : M+      0.0   167.9   150.6   173.9   335.7   447.8   510.3   523.2
            V      87.2    76.3    77.5    75.9    63.6    51.4    39.1    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    87.2    76.3    77.5    75.9    63.6    51.4    39.1    26.9
            M       0.0   167.9   150.6   173.9   335.7   447.8   510.3   523.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   27.78   27.50   30.00
Self wt.  : M      63.3    54.9    40.7    20.9    18.1    20.2     0.0
(Max)       V       1.8     3.6     5.5     7.3     7.5     7.4     8.8
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       8.5     7.3     5.4     2.8     2.4     2.7     0.0
DC(Max)     V       0.2     0.5     0.7     1.0     1.0     1.0     1.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      79.1    68.6    50.9    26.2    22.6    25.3     0.0
Haunch (Max)V       2.3     4.6     6.8     9.1     9.4     9.2    11.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.7     1.3     0.8     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      31.9    27.6    20.5    10.5     9.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     3.8     3.7     4.4
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      14.2    12.3     9.1     4.7     4.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.7     1.6     2.0
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+    311.6   275.9   208.2   108.4    93.9   104.6     0.0
            V      33.3    39.9    46.5    53.1    54.0    53.3    59.6
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    33.3    39.9    46.5    53.1    54.0    53.3    59.6
            M     311.6   275.9   208.2   108.4    93.9   104.6     0.0
Total     : M+    510.3   447.8   335.7   173.9   150.6   167.9     0.0
            V      39.1    51.4    63.6    75.9    77.5    76.3    87.2
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    39.1    51.4    63.6    75.9    77.5    76.3    87.2
            M     510.3   447.8   335.7   173.9   150.6   167.9     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    3.10    6.20    9.30   12.40   15.50
 
Beam-Self
Precast-top    0.063   0.065   0.116   0.152   0.173   0.181 
Bottom        -0.051  -0.053  -0.093  -0.123  -0.140  -0.146 
 
Prestress
Precast-top    0.086   0.086   0.086   0.086   0.086   0.086 
Bottom         1.002   1.002   1.002   1.002   1.002   1.002 
 
Total
Precast-top    0.149   0.151   0.202   0.238   0.260   0.267 
Bottom         0.951   0.950   0.909   0.880   0.862   0.856 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.59 %)
             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    2.60    5.70    8.80   11.90   15.00
 
Prestress
Precast-top    0.013   0.078   0.071   0.078   0.078   0.078   0.078   0.078
Bottom         0.154   0.906   0.823   0.906   0.906   0.906   0.906   0.906
 
Self wt.
Precast-top   -0.000   0.052   0.046   0.054   0.104   0.140   0.162   0.169
Bottom        -0.000  -0.042  -0.037  -0.043  -0.084  -0.113  -0.131  -0.137
 
DL-Prec (DC)
Precast-top   -0.000   0.007   0.006   0.007   0.014   0.019   0.022   0.023
Bottom        -0.000  -0.006  -0.005  -0.006  -0.011  -0.015  -0.017  -0.018
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.004  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.065   0.058   0.067   0.130   0.175   0.202   0.211
Bottom        -0.000  -0.052  -0.047  -0.054  -0.105  -0.142  -0.164  -0.171
 
DL-Comp (DC)
Topping-top   -0.000   0.005   0.005   0.006   0.011   0.014   0.017   0.017
Precast-top   -0.000   0.003   0.002   0.003   0.006   0.007   0.009   0.009
Bottom        -0.000  -0.011  -0.010  -0.012  -0.023  -0.031  -0.035  -0.037
 
DL-Comp (DW)
Topping-top   -0.000   0.002   0.002   0.002   0.005   0.006   0.007   0.008
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.004   0.004
Bottom        -0.000  -0.005  -0.005  -0.005  -0.010  -0.014  -0.016  -0.017
 
LL+I(+)
Topping-top   -0.000   0.071   0.063   0.073   0.138   0.185   0.211   0.216
Precast-top   -0.000   0.037   0.033   0.038   0.072   0.096   0.109   0.112
Bottom        -0.000  -0.150  -0.135  -0.156  -0.295  -0.393  -0.449  -0.461
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.078   0.070   0.081   0.154   0.205   0.235   0.242 
Precast-top    0.013   0.243   0.219   0.249   0.408   0.522   0.590   0.612 
Bottom         0.154   0.639   0.583   0.630   0.377   0.196   0.091   0.062 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.008   0.007   0.008   0.015   0.021   0.024   0.025 
Precast-top    0.013   0.206   0.186   0.211   0.336   0.426   0.481   0.500 
Bottom         0.154   0.790   0.718   0.785   0.671   0.589   0.540   0.523 
 

 
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    3.10    6.20    9.30   12.40   15.50
 
Beam-Self
Precast-top    0.063   0.065   0.116   0.152   0.173   0.181 
Bottom        -0.051  -0.053  -0.093  -0.123  -0.140  -0.146 
 
Prestress
Precast-top    0.086   0.086   0.086   0.086   0.086   0.086 
Bottom         1.002   1.002   1.002   1.002   1.002   1.002 
 
Total
Precast-top    0.149   0.151   0.202   0.238   0.260   0.267 
Bottom         0.951   0.950   0.909   0.880   0.862   0.856 
 
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 =  9.59 %)
             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    2.60    5.70    8.80   11.90   15.00
 
Prestress
Precast-top    0.013   0.078   0.071   0.078   0.078   0.078   0.078   0.078
Bottom         0.154   0.906   0.823   0.906   0.906   0.906   0.906   0.906
 
Self wt.
Precast-top   -0.000   0.052   0.046   0.054   0.104   0.140   0.162   0.169
Bottom        -0.000  -0.042  -0.037  -0.043  -0.084  -0.113  -0.131  -0.137
 
DL-Prec (DC)
Precast-top   -0.000   0.007   0.006   0.007   0.014   0.019   0.022   0.023
Bottom        -0.000  -0.006  -0.005  -0.006  -0.011  -0.015  -0.017  -0.018
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.004  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.065   0.058   0.067   0.130   0.175   0.202   0.211
Bottom        -0.000  -0.052  -0.047  -0.054  -0.105  -0.142  -0.164  -0.171
 
DL-Comp (DC)
Topping-top   -0.000   0.005   0.005   0.006   0.011   0.014   0.017   0.017
Precast-top   -0.000   0.003   0.002   0.003   0.006   0.007   0.009   0.009
Bottom        -0.000  -0.011  -0.010  -0.012  -0.023  -0.031  -0.035  -0.037
 
DL-Comp (DW)
Topping-top   -0.000   0.002   0.002   0.002   0.005   0.006   0.007   0.008
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.004   0.004
Bottom        -0.000  -0.005  -0.005  -0.005  -0.010  -0.014  -0.016  -0.017
 
LL+I(+)
Topping-top   -0.000   0.056   0.051   0.058   0.111   0.148   0.169   0.173
Precast-top   -0.000   0.029   0.026   0.030   0.057   0.077   0.087   0.090
Bottom        -0.000  -0.120  -0.108  -0.125  -0.236  -0.315  -0.359  -0.369
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.064   0.058   0.066   0.126   0.169   0.193   0.198 
Precast-top    0.013   0.235   0.212   0.241   0.394   0.503   0.568   0.589 
Bottom         0.154   0.669   0.610   0.661   0.435   0.275   0.181   0.154 
 

 
 
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    2.60    5.70    8.80   11.90   15.00
F_LL+I(+)
Topping-top   -0.000   0.055   0.049   0.057   0.109   0.144   0.163   0.165
Precast-top   -0.000   0.028   0.025   0.029   0.056   0.075   0.085   0.086
Bottom        -0.000  -0.116  -0.105  -0.121  -0.232  -0.307  -0.347  -0.351
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.059   0.053   0.061   0.117   0.155   0.175   0.177 
Precast-top    0.007   0.131   0.118   0.135   0.225   0.288   0.325   0.335 
Bottom         0.077   0.278   0.254   0.272   0.104  -0.012  -0.077  -0.090 
 

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
    164.0    9.0   49.9    0.144   0.0   6.00e-3 50.0    154.6     0.739    0.533      1.12
      0.0    0.2   49.8     31.5 0.081      27.7 0.87    24.00     0.127    0.764*
Transfer:   3.00
    140.4    9.0   49.9    0.865   0.0   4.75e-3 45.6    122.9     0.508    0.800      0.00
    316.8    1.0   49.4    189.0 0.070      33.1 1.05    24.00     0.127    1.452 
Critical:   4.61
    125.0    9.0   49.9    0.945   0.0   2.65e-3 38.3     88.5     0.283    0.800      0.00
    499.3    1.1   49.4    189.0 0.063      50.4 1.61    24.00     0.127    2.165 
0.1L    :   3.10
    139.4    9.0   49.9    0.870   0.0   4.61e-3 45.1    121.1     0.492    0.800      0.00
    327.9    1.0   49.4    189.0 0.070      33.8 1.08    24.00     0.127    1.488 
0.2L    :   6.20
    115.5    9.0   49.9    1.023   0.0   2.44e-3 37.5     75.1     0.234    0.400      0.00
    611.5    1.2   49.3    189.0 0.058      53.2 1.70    24.00     0.127    1.415 
0.3L    :   9.30
     94.5    9.0   49.9    1.175   0.0   2.09e-3 36.3     46.5     0.139    0.229      0.00
    810.1    1.4   49.2    189.0 0.047      58.6 1.87    24.00     0.127    1.287 
0.4L    :  12.40
     73.8    9.0   49.9    1.302   0.0   1.40e-3 33.9      8.7     0.127    0.229      0.00
    917.7    1.5   49.2    189.0 0.037      73.4 2.35    24.00     0.127    1.914 
0.5L    :  15.50
     53.5    9.0   49.9    1.302   0.0   0.97e-3 32.4      0.0     0.127    0.229      0.00
    936.6    1.5   49.2    189.0 0.027      86.8 2.78    24.00     0.127    2.950 
0.6L    :  18.60
     73.8    9.0   49.9    1.302   0.0   1.40e-3 33.9      8.7     0.127    0.229      0.00
    917.7    1.5   49.2    189.0 0.037      73.4 2.35    24.00     0.127    1.914 
0.7L    :  21.70
     94.5    9.0   49.9    1.175   0.0   2.09e-3 36.3     46.5     0.139    0.229      0.00
    810.1    1.4   49.2    189.0 0.047      58.6 1.87    24.00     0.127    1.287 
0.8L    :  24.80
    115.5    9.0   49.9    1.023   0.0   2.44e-3 37.5     75.1     0.234    0.400      0.00
    611.5    1.2   49.3    189.0 0.058      53.2 1.70    24.00     0.127    1.415 
0.9L    :  27.90
    139.4    9.0   49.9    0.870   0.0   4.61e-3 45.1    121.1     0.492    0.800      0.00
    327.9    1.0   49.4    189.0 0.070      33.8 1.08    24.00     0.127    1.488 
Critical:  26.39
    125.0    9.0   49.9    0.945   0.0   2.65e-3 38.3     88.5     0.283    0.800      0.00
    499.3    1.1   49.4    189.0 0.063      50.4 1.61    24.00     0.127    2.165 
Transfer:  28.00
    140.4    9.0   49.9    0.865   0.0   4.75e-3 45.6    122.9     0.508    0.800      0.00
    316.8    1.0   49.4    189.0 0.070      33.1 1.05    24.00     0.127    1.452 
Bearing :  30.50
    164.0    9.0   49.9    0.144   0.0   6.00e-3 50.0    154.6     0.739    0.533      1.12
      0.0    0.2   49.8     31.5 0.081      27.7 0.87    24.00     0.127    0.764*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    0.68
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 4
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 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
    164.0      3.66     49.92    0.17       49.83    24.00      0.120      0.919      0.060      0.533 
Transfer:      2.50
    140.4      3.16     49.92    1.01       49.41    24.00      0.120      0.752      0.000      0.400 
Critical:      4.11
    125.1      2.82     49.92    1.10       49.37    24.00      0.120      0.639      0.000      0.400 
0.1L    :      2.60
    139.4      3.14     49.92    1.02       49.41    24.00      0.120      0.745      0.000      0.400 
0.2L    :      5.70
    115.5      2.60     49.92    1.19       49.32    24.00      0.120      0.568      0.000      0.400 
0.3L    :      8.80
     94.5      2.13     49.92    1.37       49.23    24.00      0.120      0.411      0.000      0.229 
0.4L    :     11.90
     73.8      1.67     49.92    1.51       49.16    24.00      0.120      0.256      0.000      0.229 
0.5L    :     15.00
     53.5      1.21     49.92    1.51       49.16    24.00      0.120      0.103      0.000      0.229 
0.6L    :     18.10
     73.8      1.67     49.92    1.51       49.16    24.00      0.120      0.256      0.000      0.229 
0.7L    :     21.20
     94.5      2.13     49.92    1.37       49.23    24.00      0.120      0.411      0.000      0.229 
0.8L    :     24.30
    115.5      2.60     49.92    1.19       49.32    24.00      0.120      0.568      0.000      0.400 
0.9L    :     27.40
    139.4      3.14     49.92    1.02       49.41    24.00      0.120      0.745      0.000      0.400 
Critical:     25.89
    125.1      2.82     49.92    1.10       49.37    24.00      0.120      0.639      0.000      0.400 
Transfer:     27.50
    140.4      3.16     49.92    1.01       49.41    24.00      0.120      0.752      0.000      0.400 
Bearing :     30.00
    164.0      3.66     49.92    0.17       49.83    24.00      0.120      0.919      0.060      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 2.60 ft
Prestress      :       0.028  1.80      0.050  2.20      0.061
Self Wt.       :      -0.007  1.85     -0.014  2.40     -0.018
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.020            0.036            0.043
 
At 0.2 x L = 5.70 ft
Prestress      :       0.050  1.80      0.090  2.20      0.110
Self Wt.       :      -0.014  1.85     -0.026  2.40     -0.034
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.036            0.064            0.076
 
At 0.3 x L = 8.80 ft
Prestress      :       0.066  1.80      0.118  2.20      0.145
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.046
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.047            0.083            0.099
 
At 0.4 x L = 11.90 ft
Prestress      :       0.075  1.80      0.135  2.20      0.165
Self Wt.       :      -0.022  1.85     -0.042  2.40     -0.054
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.053            0.094            0.112
 
At 0.5 x L = 15.00 ft
Prestress      :       0.078  1.80      0.141  2.20      0.172
Self Wt.       :      -0.024  1.85     -0.044  2.40     -0.057
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.055            0.097            0.116
 
At 0.6 x L = 18.10 ft
Prestress      :       0.075  1.80      0.135  2.20      0.165
Self Wt.       :      -0.022  1.85     -0.042  2.40     -0.054
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.053            0.094            0.112
 
At 0.7 x L = 21.20 ft
Prestress      :       0.066  1.80      0.118  2.20      0.145
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.046
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.047            0.083            0.099
 
At 0.8 x L = 24.30 ft
Prestress      :       0.050  1.80      0.090  2.20      0.110
Self Wt.       :      -0.014  1.85     -0.026  2.40     -0.034
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.036            0.064            0.076
 
At 0.9 x L = 27.40 ft
Prestress      :       0.028  1.80      0.050  2.20      0.061
Self Wt.       :      -0.007  1.85     -0.014  2.40     -0.018
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.020            0.036            0.043
 

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
   316.6    40.1  1.154  267.8    1.2   1.01   1020.1  0.126T 1.00       -       -     -     -  
H/2     :   2.22
   284.3    40.1  1.046  268.0    1.1   0.92    926.3  0.140T 1.00       -       -     -     -  
0.1L    :   2.60
   327.9    40.1  1.160  267.7    1.2   1.02   1025.8  0.126T 1.00       -       -     -     -  
0.2L    :   5.70
   624.9    40.1  1.363  267.4    1.4   1.19   1200.8  0.107T 1.00       -       -     -     -  
0.3L    :   8.80
   836.4    40.1  1.567  267.0    1.6   1.37   1374.6  0.093T 1.00       -       -     -     -  
0.4L    :  11.90
   957.6    40.1  1.736  266.6    1.8   1.51   1518.6  0.083T 1.00   1536.7  1273.6    0.99  1.59 
0.5L    :  15.00
   988.4    40.1  1.736  266.6    1.8   1.51   1518.6  0.083T 1.00   1530.6  1314.6    0.99  1.54 
0.6L    :  18.10
   957.6    40.1  1.736  266.6    1.8   1.51   1518.6  0.083T 1.00   1536.7  1273.6    0.99  1.59 
0.7L    :  21.20
   836.4    40.1  1.567  267.0    1.6   1.37   1374.6  0.093T 1.00       -       -     -     -  
0.8L    :  24.30
   624.9    40.1  1.363  267.4    1.4   1.19   1200.8  0.107T 1.00       -       -     -     -  
0.9L    :  27.40
   327.9    40.1  1.160  267.7    1.2   1.02   1025.8  0.126T 1.00       -       -     -     -  
H/2     :  27.78
   284.3    40.1  1.046  268.0    1.1   0.92    926.3  0.140T 1.00       -       -     -     -  
Transfer:  27.50
   316.6    40.1  1.154  267.8    1.2   1.01   1020.1  0.126T 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 1-4; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.117
        M   2.00 Fb     0.362
 
  2   2 E  42.50 Ft     0.437
        M  42.50 Fb     0.183
 
  3   2 E   6.00 Ft     0.330
        M   6.00 Fb     0.538
 
  4   2 E   2.00 Ft     0.150
        M   2.00 Fb     0.951
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 31.00            Release Length, ft: 31.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  2.20 %               Final losses: 10.65 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       0.951     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.149       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)                  1518.64      988.38     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   0.242     Midspan    1.800   0.025     Midspan
    Pre.Top:   3.000   0.612     Midspan    2.250   0.500     Midspan
    Pre.Bot:   3.000   0.639    Transfer    2.250   0.790    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.013     Bearing
    Pre.Bot:  -0.420   0.154     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.335     Midspan
    Pre.Bot:                                                             2.000   0.278    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  15.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.078  1.80      0.141  2.20      0.172
Self Wt.       :      -0.024  1.85     -0.044  2.40     -0.057
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.055            0.097            0.116
 
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   30.00
     DC  Line       0.008      0.00       0.008   30.00
     DC  Line       0.064      0.00       0.064   30.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    15.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 31.000 ft
Release length = 31.000 ft
Design  length = 30.000 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)  : 0.767   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.734   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.792   (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     2.60     5.70     8.80    11.90    15.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    566.1    573.9    573.0    573.9    573.9    573.9    573.9    573.9
  Yb      ,  in    20.21    20.11    20.12    20.11    20.11    20.11    20.11    20.11
  MI(Ixx) , in4   116433   116822   116778   116822   116822   116822   116822   116822
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1206.6   1214.8   1213.9   1214.8   1214.8   1214.8   1214.8   1214.8
  Yb      ,  in    35.66    35.51    35.53    35.51    35.51    35.51    35.51    35.51
  MI(Ixx) , in4   374456   378579   378118   378579   378579   378579   378579   378579

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:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 13.13 in):
     4 @  2.000 in     2 @  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     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.862 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.828 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.050 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)       
-------------------------------------------------------------------------------------
       248.000         740 183.520      4.501 18228.686   187.176       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      6.3960    Yes
      2      US#4[M13]       60.00        0.40      14.75       6.3960      7.6260    Yes
      2      US#4[M13]       60.00        0.40      21.00       7.6260     23.3740    Yes
      2      US#4[M13]       60.00        0.40      14.75      23.3740     24.6040    Yes
      2      US#4[M13]       60.00        0.40      12.00      24.6040     28.6043    Yes
      2      US#4[M13]       60.00        0.40      12.00      26.1050     28.1050     No
      2      US#4[M13]       60.00        0.40      10.50      28.1050     28.9800     No
      2      US#4[M13]       60.00        0.40       9.00      28.9800     30.4800     No
      2      US#4[M13]       60.00        0.40       9.00      28.6043     30.8543    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 26.0000 31.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg = 13.13 in
         P_init    =      340.3 kips  Ecc =  7.10 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     4.31 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.671 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.44 ksi    0.00 ksi
    due to Composite Loads                                 -0.23 ksi    0.00 ksi
    due to Live Loads                                      -1.46 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                         5.48 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  4.31 ksi  ( 2.20 %)            16.67 ksi ( 8.50 %)
Total Prestress Losses                                    20.98 ksi (10.70 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 175.0 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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    20.2    18.1    20.9    40.7    54.9    63.3    66.2
(Max)       V       8.8     7.4     7.5     7.3     5.5     3.6     1.8     0.0
DL-Prec.  : M       0.0     4.6     4.1     4.7     9.2    12.3    14.3    14.9
DC(Max)     V       2.0     1.7     1.7     1.6     1.2     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
Deck +    : M       0.0    23.0    20.7    23.9    46.4    62.5    72.2    75.4
Haunch (Max)V      10.1     8.4     8.6     8.3     6.2     4.2     2.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.2     0.4     0.6     0.9     1.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    10.2     9.1    10.5    20.5    27.6    31.9    33.3
DC(Max)     V       4.4     3.7     3.8     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     4.5     4.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.7     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   126.1   113.3   130.6   247.1   329.9   376.4   386.5
            V      59.8    51.5    52.5    51.2    43.3    36.5    29.6    22.8
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    59.8    51.5    52.5    51.2    43.5    37.1    30.8    24.7
            M       0.0   126.2   113.6   130.6   239.9   315.8   355.1   358.9
Total     : M+      0.0   188.8   169.5   195.5   373.4   500.2   573.1   592.2
            V      87.2    74.3    75.8    73.8    60.3    47.8    35.4    22.9
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    87.2    74.3    75.8    73.8    60.4    48.4    36.5    24.8
            M       0.0   188.9   169.9   195.5   366.3   486.1   551.8   564.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   27.78   27.50   30.00
Self wt.  : M      63.3    54.9    40.7    20.9    18.1    20.2     0.0
(Max)       V       1.8     3.6     5.5     7.3     7.5     7.4     8.8
DL-Prec.  : M      14.3    12.3     9.2     4.7     4.1     4.6     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.7     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
Deck +    : M      72.2    62.5    46.4    23.9    20.7    23.0     0.0
Haunch (Max)V       2.1     4.2     6.2     8.3     8.6     8.4    10.1
Diaphragm : M       0.9     0.6     0.4     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      31.9    27.6    20.5    10.5     9.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     3.8     3.7     4.4
DL-Comp   : M      14.2    12.3     9.1     4.7     4.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.7     1.6     2.0
LL + I    : M+    376.4   329.9   247.1   130.6   113.3   126.1     0.0
            V      29.6    36.5    43.3    51.2    52.5    51.5    59.8
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    30.8    37.1    43.5    51.2    52.5    51.5    59.8
            M     355.1   315.8   239.9   130.6   113.6   126.2    -0.0
Total     : M+    573.1   500.2   373.4   195.5   169.5   188.8     0.0
            V      35.4    47.8    60.3    73.8    75.8    74.3    87.2
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    36.5    48.4    60.4    73.8    75.8    74.3    87.2
            M     551.8   486.1   366.3   195.5   169.9   188.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                8.8              8.8
Deck+Haunch            10.1             10.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.0              2.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           22.2             22.2
DL-Comp.(DW)            9.9              9.9
Live                   59.2             59.2
        Truck          49.6             49.6
        Lane            9.6              9.6
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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    20.2    18.1    20.9    40.7    54.9    63.3    66.2
(Max)       V       8.8     7.4     7.5     7.3     5.5     3.6     1.8     0.0
DL-Prec.  : M       0.0     4.6     4.1     4.7     9.2    12.3    14.3    14.9
DC(Max)     V       2.0     1.7     1.7     1.6     1.2     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
Deck +    : M       0.0    23.0    20.7    23.9    46.4    62.5    72.2    75.4
Haunch (Max)V      10.1     8.4     8.6     8.3     6.2     4.2     2.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.2     0.4     0.6     0.9     1.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    10.2     9.1    10.5    20.5    27.6    31.9    33.3
DC(Max)     V       4.4     3.7     3.8     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     4.5     4.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.7     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   100.9    90.6   104.5   197.6   263.9   301.1   309.2
            V      47.8    41.2    42.0    41.0    34.6    29.2    23.7    18.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    47.8    41.2    42.0    41.0    34.8    29.6    24.6    19.8
            M       0.0   101.0    90.9   104.5   191.9   252.7   284.0   287.2
Total     : M+      0.0   163.6   146.9   169.4   324.0   434.2   497.8   514.9
            V      75.2    64.0    65.3    63.6    51.6    40.5    29.4    18.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    75.2    64.0    65.3    63.6    51.8    41.0    30.4    19.8
            M       0.0   163.7   147.1   169.4   318.3   423.0   480.8   492.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   27.78   27.50   30.00
Self wt.  : M      63.3    54.9    40.7    20.9    18.1    20.2     0.0
(Max)       V       1.8     3.6     5.5     7.3     7.5     7.4     8.8
DL-Prec.  : M      14.3    12.3     9.2     4.7     4.1     4.6     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.7     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
Deck +    : M      72.2    62.5    46.4    23.9    20.7    23.0     0.0
Haunch (Max)V       2.1     4.2     6.2     8.3     8.6     8.4    10.1
Diaphragm : M       0.9     0.6     0.4     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      31.9    27.6    20.5    10.5     9.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     3.8     3.7     4.4
DL-Comp   : M      14.2    12.3     9.1     4.7     4.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.7     1.6     2.0
LL + I    : M+    301.1   263.9   197.6   104.5    90.6   100.9     0.0
            V      23.7    29.2    34.6    41.0    42.0    41.2    47.8
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    24.6    29.6    34.8    41.0    42.0    41.2    47.8
            M     284.0   252.7   191.9   104.5    90.9   101.0    -0.0
Total     : M+    497.8   434.2   324.0   169.4   146.9   163.6     0.0
            V      29.4    40.5    51.6    63.6    65.3    64.0    75.2
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    30.4    41.0    51.8    63.6    65.3    64.0    75.2
            M     480.8   423.0   318.3   169.4   147.1   163.7    -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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    25.3    22.7    26.2    50.9    68.6    79.2    82.7
(Max)       V      11.0     9.2     9.4     9.1     6.8     4.6     2.3     0.0
Self wt.  : M       0.0    18.2    16.3    18.9    36.7    49.4    57.0    59.5
(Min)       V       7.9     6.6     6.8     6.6     4.9     3.3     1.6     0.0
DL-Prec.  : M       0.0     5.7     5.1     5.9    11.5    15.4    17.8    18.6
DC(Max)     V       2.5     2.1     2.1     2.1     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     4.1     3.7     4.2     8.3    11.1    12.8    13.4
DC(Min)     V       1.8     1.5     1.5     1.5     1.1     0.7     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    28.8    25.8    29.8    58.0    78.2    90.2    94.3
Haunch (Max)V      12.6    10.5    10.7    10.4     7.8     5.2     2.6     0.0
Deck +    : M       0.0    20.7    18.6    21.5    41.8    56.3    65.0    67.9
Haunch (Min)V       9.1     7.5     7.7     7.5     5.6     3.7     1.9     0.0
Diaphragm : M       0.0     0.2     0.2     0.2     0.5     0.8     1.1     1.3
(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     0.8     1.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    12.7    11.4    13.2    25.6    34.5    39.8    41.6
DC(Max)     V       5.6     4.6     4.7     4.6     3.4     2.3     1.1     0.0
DL-Comp   : M       0.0     9.2     8.2     9.5    18.4    24.8    28.7    30.0
DC(Min)     V       4.0     3.3     3.4     3.3     2.5     1.7     0.8     0.0
DL-Comp   : M       0.0     6.8     6.1     7.1    13.7    18.5    21.3    22.3
DW(Max)     V       3.0     2.5     2.5     2.5     1.8     1.2     0.6     0.0
DL-Comp   : M       0.0     2.9     2.6     3.1     5.9     8.0     9.2     9.7
DW(Min)     V       1.3     1.1     1.1     1.1     0.8     0.5     0.3     0.0
LL + I    : M+      0.0   220.7   198.3   228.5   432.4   577.3   658.6   676.5
            V     104.7    90.2    91.8    89.6    75.8    63.8    51.9    39.9
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   104.7    90.2    91.8    89.6    76.1    64.9    53.9    43.2
            M       0.0   220.9   198.9   228.5   419.9   552.7   621.4   628.2
Total     : M+      0.0   300.2   269.6   310.9   592.6   793.2   908.1   937.3
            V     139.4   119.1   121.4   118.3    97.3    78.2    59.1    40.0
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   139.4   119.1   121.4   118.3    97.6    79.2    61.2    43.3
            M       0.0   300.4   270.2   310.9   580.1   768.7   870.8   889.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   27.78   27.50   30.00
Self wt.  : M      79.2    68.6    50.9    26.2    22.7    25.3     0.0
(Max)       V       2.3     4.6     6.8     9.1     9.4     9.2    11.0
Self wt.  : M      57.0    49.4    36.7    18.9    16.3    18.2     0.0
(Min)       V       1.6     3.3     4.9     6.6     6.8     6.6     7.9
DL-Prec.  : M      17.8    15.4    11.5     5.9     5.1     5.7     0.0
DC(Max)     V       0.5     1.0     1.5     2.1     2.1     2.1     2.5
DL-Prec.  : M      12.8    11.1     8.3     4.2     3.7     4.1     0.0
DC(Min)     V       0.4     0.7     1.1     1.5     1.5     1.5     1.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      90.2    78.2    58.0    29.8    25.8    28.8     0.0
Haunch (Max)V       2.6     5.2     7.8    10.4    10.7    10.5    12.6
Deck +    : M      65.0    56.3    41.8    21.5    18.6    20.7     0.0
Haunch (Min)V       1.9     3.7     5.6     7.5     7.7     7.5     9.1
Diaphragm : M       1.1     0.8     0.5     0.2     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.8     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      39.8    34.5    25.6    13.2    11.4    12.7     0.0
DC(Max)     V       1.1     2.3     3.4     4.6     4.7     4.6     5.6
DL-Comp   : M      28.7    24.8    18.4     9.5     8.2     9.2     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     3.4     3.3     4.0
DL-Comp   : M      21.3    18.5    13.7     7.1     6.1     6.8     0.0
DW(Max)     V       0.6     1.2     1.8     2.5     2.5     2.5     3.0
DL-Comp   : M       9.2     8.0     5.9     3.1     2.6     2.9     0.0
DW(Min)     V       0.3     0.5     0.8     1.1     1.1     1.1     1.3
LL + I    : M+    658.6   577.3   432.4   228.5   198.3   220.7     0.0
            V      51.9    63.8    75.8    89.6    91.8    90.2   104.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.9    64.9    76.1    89.6    91.8    90.2   104.7
            M     621.4   552.7   419.9   228.5   198.9   220.9    -0.0
Total     : M+    908.1   793.2   592.6   310.9   269.6   300.2     0.0
            V      59.1    78.2    97.3   118.3   121.4   119.1   139.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    61.2    79.2    97.6   118.3   121.4   119.1   139.4
            M     870.8   768.7   580.1   310.9   270.2   300.4    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.0             11.0
Deck+Haunch            12.6             12.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.5              2.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           27.8             27.8
DL-Comp.(DW)           14.8             14.8
Live                  103.6            103.6
        Truck          86.8             86.8
        Lane           16.8             16.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, 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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    20.2    18.1    20.9    40.7    54.9    63.3    66.2
(Max)       V       8.8     7.4     7.5     7.3     5.5     3.6     1.8     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     4.6     4.1     4.7     9.2    12.3    14.3    14.9
DC(Max)     V       2.0     1.7     1.7     1.6     1.2     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
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    23.0    20.7    23.9    46.4    62.5    72.2    75.4
Haunch (Max)V      10.1     8.4     8.6     8.3     6.2     4.2     2.1     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     0.4     0.6     0.9     1.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.2     9.1    10.5    20.5    27.6    31.9    33.3
DC(Max)     V       4.4     3.7     3.8     3.7     2.8     1.8     0.9     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     4.5     4.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.7     1.6     1.2     0.8     0.4     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   104.3    93.6   108.1   207.6   275.1   310.7   314.4
            V      57.8    51.6    52.3    51.4    45.0    38.7    32.3    25.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.8    51.6    52.3    51.4    45.0    38.7    32.3    25.9
            M       0.0   104.3    93.6   108.1   207.6   275.1   310.7   314.4
Total     : M+      0.0   167.0   149.9   173.1   333.9   445.4   507.4   520.0
            V      85.1    74.4    75.6    74.0    62.0    50.0    38.0    26.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    85.1    74.4    75.6    74.0    62.0    50.0    38.0    26.0
            M       0.0   167.0   149.9   173.1   333.9   445.4   507.4   520.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   27.78   27.50   30.00
Self wt.  : M      63.3    54.9    40.7    20.9    18.1    20.2     0.0
(Max)       V       1.8     3.6     5.5     7.3     7.5     7.4     8.8
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      14.3    12.3     9.2     4.7     4.1     4.6     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.7     1.7     2.0
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      72.2    62.5    46.4    23.9    20.7    23.0     0.0
Haunch (Max)V       2.1     4.2     6.2     8.3     8.6     8.4    10.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.9     0.6     0.4     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      31.9    27.6    20.5    10.5     9.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     3.8     3.7     4.4
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      14.2    12.3     9.1     4.7     4.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.7     1.6     2.0
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+    310.7   275.1   207.6   108.1    93.6   104.3     0.0
            V      32.3    38.7    45.0    51.4    52.3    51.6    57.8
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    32.3    38.7    45.0    51.4    52.3    51.6    57.8
            M     310.7   275.1   207.6   108.1    93.6   104.3     0.0
Total     : M+    507.4   445.4   333.9   173.1   149.9   167.0     0.0
            V      38.0    50.0    62.0    74.0    75.6    74.4    85.1
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    38.0    50.0    62.0    74.0    75.6    74.4    85.1
            M     507.4   445.4   333.9   173.1   149.9   167.0     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    3.10    6.20    9.30   12.40   15.50
 
Beam-Self
Precast-top    0.063   0.065   0.116   0.152   0.173   0.181 
Bottom        -0.051  -0.053  -0.093  -0.123  -0.140  -0.146 
 
Prestress
Precast-top    0.086   0.086   0.086   0.086   0.086   0.086 
Bottom         1.002   1.002   1.002   1.002   1.002   1.002 
 
Total
Precast-top    0.149   0.151   0.202   0.238   0.260   0.267 
Bottom         0.951   0.950   0.909   0.880   0.862   0.856 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.59 %)
             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    2.60    5.70    8.80   11.90   15.00
 
Prestress
Precast-top    0.013   0.078   0.071   0.078   0.078   0.078   0.078   0.078
Bottom         0.154   0.906   0.823   0.906   0.906   0.906   0.906   0.906
 
Self wt.
Precast-top   -0.000   0.052   0.046   0.054   0.104   0.140   0.162   0.169
Bottom        -0.000  -0.042  -0.037  -0.043  -0.084  -0.113  -0.131  -0.137
 
DL-Prec (DC)
Precast-top   -0.000   0.012   0.010   0.012   0.023   0.032   0.036   0.038
Bottom        -0.000  -0.009  -0.008  -0.010  -0.019  -0.026  -0.029  -0.031
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.000   0.001   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   0.059   0.053   0.061   0.119   0.160   0.185   0.193
Bottom        -0.000  -0.048  -0.043  -0.049  -0.096  -0.129  -0.149  -0.156
 
DL-Comp (DC)
Topping-top   -0.000   0.006   0.005   0.006   0.011   0.015   0.018   0.019
Precast-top   -0.000   0.003   0.003   0.003   0.006   0.008   0.010   0.010
Bottom        -0.000  -0.011  -0.010  -0.012  -0.023  -0.031  -0.036  -0.037
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.002   0.003   0.005   0.007   0.008   0.008
Precast-top   -0.000   0.001   0.001   0.001   0.003   0.004   0.004   0.004
Bottom        -0.000  -0.005  -0.005  -0.005  -0.010  -0.014  -0.016  -0.017
 
LL+I(+)
Topping-top   -0.000   0.071   0.063   0.073   0.138   0.185   0.211   0.216
Precast-top   -0.000   0.038   0.034   0.039   0.074   0.099   0.113   0.116
Bottom        -0.000  -0.142  -0.128  -0.147  -0.278  -0.371  -0.424  -0.435
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.079   0.071   0.082   0.155   0.207   0.236   0.243 
Precast-top    0.013   0.243   0.219   0.249   0.409   0.523   0.590   0.611 
Bottom         0.154   0.649   0.591   0.639   0.395   0.221   0.120   0.092 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.008   0.007   0.009   0.017   0.022   0.026   0.027 
Precast-top    0.013   0.205   0.185   0.210   0.334   0.423   0.477   0.495 
Bottom         0.154   0.791   0.719   0.786   0.673   0.592   0.543   0.527 
 

 
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    3.10    6.20    9.30   12.40   15.50
 
Beam-Self
Precast-top    0.063   0.065   0.116   0.152   0.173   0.181 
Bottom        -0.051  -0.053  -0.093  -0.123  -0.140  -0.146 
 
Prestress
Precast-top    0.086   0.086   0.086   0.086   0.086   0.086 
Bottom         1.002   1.002   1.002   1.002   1.002   1.002 
 
Total
Precast-top    0.149   0.151   0.202   0.238   0.260   0.267 
Bottom         0.951   0.950   0.909   0.880   0.862   0.856 
 
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 =  9.59 %)
             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    2.60    5.70    8.80   11.90   15.00
 
Prestress
Precast-top    0.013   0.078   0.071   0.078   0.078   0.078   0.078   0.078
Bottom         0.154   0.906   0.823   0.906   0.906   0.906   0.906   0.906
 
Self wt.
Precast-top   -0.000   0.052   0.046   0.054   0.104   0.140   0.162   0.169
Bottom        -0.000  -0.042  -0.037  -0.043  -0.084  -0.113  -0.131  -0.137
 
DL-Prec (DC)
Precast-top   -0.000   0.012   0.010   0.012   0.023   0.032   0.036   0.038
Bottom        -0.000  -0.009  -0.008  -0.010  -0.019  -0.026  -0.029  -0.031
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.000   0.001   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   0.059   0.053   0.061   0.119   0.160   0.185   0.193
Bottom        -0.000  -0.048  -0.043  -0.049  -0.096  -0.129  -0.149  -0.156
 
DL-Comp (DC)
Topping-top   -0.000   0.006   0.005   0.006   0.011   0.015   0.018   0.019
Precast-top   -0.000   0.003   0.003   0.003   0.006   0.008   0.010   0.010
Bottom        -0.000  -0.011  -0.010  -0.012  -0.023  -0.031  -0.036  -0.037
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.002   0.003   0.005   0.007   0.008   0.008
Precast-top   -0.000   0.001   0.001   0.001   0.003   0.004   0.004   0.004
Bottom        -0.000  -0.005  -0.005  -0.005  -0.010  -0.014  -0.016  -0.017
 
LL+I(+)
Topping-top   -0.000   0.056   0.051   0.058   0.111   0.148   0.168   0.173
Precast-top   -0.000   0.030   0.027   0.031   0.059   0.079   0.091   0.093
Bottom        -0.000  -0.114  -0.102  -0.118  -0.222  -0.297  -0.339  -0.348
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.065   0.058   0.067   0.127   0.170   0.194   0.200 
Precast-top    0.013   0.235   0.212   0.241   0.394   0.503   0.568   0.588 
Bottom         0.154   0.677   0.617   0.669   0.451   0.295   0.204   0.179 
 

 
 
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    2.60    5.70    8.80   11.90   15.00
F_LL+I(+)
Topping-top   -0.000   0.058   0.052   0.060   0.116   0.154   0.174   0.176
Precast-top   -0.000   0.031   0.028   0.033   0.062   0.083   0.093   0.095
Bottom        -0.000  -0.117  -0.106  -0.122  -0.234  -0.310  -0.350  -0.354
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.063   0.056   0.065   0.124   0.165   0.187   0.189 
Precast-top    0.007   0.134   0.121   0.137   0.230   0.294   0.332   0.342 
Bottom         0.077   0.278   0.254   0.272   0.103  -0.014  -0.078  -0.091 
 

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
    139.4    9.0   49.9    0.144   0.0   6.00e-3 50.0    127.2     0.608    0.533      0.74
      0.0    0.2   49.8     31.5 0.069      27.7 0.87    24.00     0.127    0.899*
Transfer:   3.00
    119.1    9.0   49.9    0.866   0.0   3.01e-3 39.5     86.1     0.288    0.800      0.00
    300.4    1.1   49.4    189.0 0.060      46.2 1.47    24.00     0.127    2.156 
Critical:   4.61
    106.0    9.0   49.9    0.946   0.0   1.57e-3 34.5     48.6     0.135    0.800      0.00
    473.1    1.2   49.3    189.0 0.053      69.2 2.20    24.00     0.127    3.025 
0.1L    :   3.10
    118.3    9.0   49.9    0.871   0.0   2.89e-3 39.1     83.9     0.277    0.800      0.00
    310.9    1.1   49.4    189.0 0.059      47.5 1.51    24.00     0.127    2.208 
0.2L    :   6.20
     97.6    9.0   49.9    1.024   0.0   1.56e-3 34.4     39.1     0.127    0.400      0.00
    580.1    1.3   49.3    189.0 0.049      69.4 2.21    24.00     0.127    1.964 
0.3L    :   9.30
     79.2    9.0   49.9    1.176   0.0   1.33e-3 33.7     12.9     0.127    0.229      0.00
    768.7    1.5   49.2    189.0 0.040      75.2 2.40    24.00     0.127    1.812 
0.4L    :  12.40
     61.2    9.0   49.9    1.302   0.0   0.75e-3 31.6      0.0     0.127    0.229      0.00
    870.8    1.7   49.1    189.0 0.031      95.8 3.07    24.00     0.127    2.750 
0.5L    :  15.50
     43.3    9.0   49.9    1.302   0.0   0.39e-3 30.4      0.0     0.127    0.229      0.00
    889.0    1.7   49.1    189.0 0.022     115.8 3.71    24.00     0.127    4.393 
0.6L    :  18.60
     61.2    9.0   49.9    1.302   0.0   0.75e-3 31.6      0.0     0.127    0.229      0.00
    870.8    1.7   49.1    189.0 0.031      95.8 3.07    24.00     0.127    2.750 
0.7L    :  21.70
     79.2    9.0   49.9    1.176   0.0   1.33e-3 33.7     12.9     0.127    0.229      0.00
    768.7    1.5   49.2    189.0 0.040      75.2 2.40    24.00     0.127    1.812 
0.8L    :  24.80
     97.6    9.0   49.9    1.024   0.0   1.56e-3 34.4     39.1     0.127    0.400      0.00
    580.1    1.3   49.3    189.0 0.049      69.4 2.21    24.00     0.127    1.964 
0.9L    :  27.90
    118.3    9.0   49.9    0.871   0.0   2.89e-3 39.1     83.9     0.277    0.800      0.00
    310.9    1.1   49.4    189.0 0.059      47.5 1.51    24.00     0.127    2.208 
Critical:  26.39
    106.0    9.0   49.9    0.946   0.0   1.57e-3 34.5     48.6     0.135    0.800      0.00
    473.1    1.2   49.3    189.0 0.053      69.2 2.20    24.00     0.127    3.025 
Transfer:  28.00
    119.1    9.0   49.9    0.866   0.0   3.01e-3 39.5     86.1     0.288    0.800      0.00
    300.4    1.1   49.4    189.0 0.060      46.2 1.47    24.00     0.127    2.156 
Bearing :  30.50
    139.4    9.0   49.9    0.144   0.0   6.00e-3 50.0    127.2     0.608    0.533      0.74
      0.0    0.2   49.8     31.5 0.069      27.7 0.87    24.00     0.127    0.899*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    0.68
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 5
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 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
    139.4      3.11     49.92    0.19       49.82    24.00      0.120      0.736      0.000      0.533 
Transfer:      2.50
    119.1      2.68     49.92    1.11       49.36    24.00      0.120      0.594      0.000      0.400 
Critical:      4.11
    106.1      2.39     49.92    1.21       49.31    24.00      0.120      0.497      0.000      0.400 
0.1L    :      2.60
    118.3      2.66     49.92    1.11       49.36    24.00      0.120      0.588      0.000      0.400 
0.2L    :      5.70
     97.6      2.20     49.92    1.31       49.26    24.00      0.120      0.434      0.000      0.400 
0.3L    :      8.80
     79.2      1.79     49.92    1.50       49.17    24.00      0.120      0.297      0.000      0.229 
0.4L    :     11.90
     61.2      1.38     49.92    1.66       49.09    24.00      0.120      0.161      0.000      0.229 
0.5L    :     15.00
     43.3      0.98     49.92    1.66       49.09    24.00      0.120      0.027      0.000      0.229 
0.6L    :     18.10
     61.2      1.38     49.92    1.66       49.09    24.00      0.120      0.161      0.000      0.229 
0.7L    :     21.20
     79.2      1.79     49.92    1.50       49.17    24.00      0.120      0.297      0.000      0.229 
0.8L    :     24.30
     97.6      2.20     49.92    1.31       49.26    24.00      0.120      0.434      0.000      0.400 
0.9L    :     27.40
    118.3      2.66     49.92    1.11       49.36    24.00      0.120      0.588      0.000      0.400 
Critical:     25.89
    106.1      2.39     49.92    1.21       49.31    24.00      0.120      0.497      0.000      0.400 
Transfer:     27.50
    119.1      2.68     49.92    1.11       49.36    24.00      0.120      0.594      0.000      0.400 
Bearing :     30.00
    139.4      3.11     49.92    0.19       49.82    24.00      0.120      0.736      0.000      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 2.60 ft
Prestress      :       0.028  1.80      0.050  2.20      0.061
Self Wt.       :      -0.007  1.85     -0.014  2.40     -0.018
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.020            0.036            0.043
 
At 0.2 x L = 5.70 ft
Prestress      :       0.050  1.80      0.090  2.20      0.110
Self Wt.       :      -0.014  1.85     -0.026  2.40     -0.034
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.036            0.064            0.076
 
At 0.3 x L = 8.80 ft
Prestress      :       0.066  1.80      0.118  2.20      0.145
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.046
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.047            0.083            0.099
 
At 0.4 x L = 11.90 ft
Prestress      :       0.075  1.80      0.135  2.20      0.165
Self Wt.       :      -0.022  1.85     -0.042  2.40     -0.054
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.053            0.094            0.112
 
At 0.5 x L = 15.00 ft
Prestress      :       0.078  1.80      0.141  2.20      0.172
Self Wt.       :      -0.024  1.85     -0.044  2.40     -0.057
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.055            0.097            0.116
 
At 0.6 x L = 18.10 ft
Prestress      :       0.075  1.80      0.135  2.20      0.165
Self Wt.       :      -0.022  1.85     -0.042  2.40     -0.054
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.053            0.094            0.112
 
At 0.7 x L = 21.20 ft
Prestress      :       0.066  1.80      0.118  2.20      0.145
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.046
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.047            0.083            0.099
 
At 0.8 x L = 24.30 ft
Prestress      :       0.050  1.80      0.090  2.20      0.110
Self Wt.       :      -0.014  1.85     -0.026  2.40     -0.034
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.036            0.064            0.076
 
At 0.9 x L = 27.40 ft
Prestress      :       0.028  1.80      0.050  2.20      0.061
Self Wt.       :      -0.007  1.85     -0.014  2.40     -0.018
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.020            0.036            0.043
 

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
   300.2    40.1  1.155  267.5    1.3   1.11   1019.2  0.115T 1.00       -       -     -     -  
H/2     :   2.22
   269.6    40.1  1.047  267.8    1.2   1.01    925.7  0.127T 1.00       -       -     -     -  
0.1L    :   2.60
   310.9    40.1  1.162  267.5    1.3   1.11   1024.9  0.114T 1.00       -       -     -     -  
0.2L    :   5.70
   592.6    40.1  1.365  267.1    1.5   1.31   1199.2  0.097T 1.00       -       -     -     -  
0.3L    :   8.80
   793.2    40.1  1.568  266.7    1.8   1.50   1372.1  0.084T 1.00       -       -     -     -  
0.4L    :  11.90
   908.1    40.1  1.736  266.3    2.0   1.66   1514.0  0.076T 1.00   1522.6  1207.8    0.99  1.67 
0.5L    :  15.00
   937.3    40.1  1.736  266.3    2.0   1.66   1514.0  0.076T 1.00   1516.8  1246.6    1.00  1.62 
0.6L    :  18.10
   908.1    40.1  1.736  266.3    2.0   1.66   1514.0  0.076T 1.00   1522.6  1207.8    0.99  1.67 
0.7L    :  21.20
   793.2    40.1  1.568  266.7    1.8   1.50   1372.1  0.084T 1.00       -       -     -     -  
0.8L    :  24.30
   592.6    40.1  1.365  267.1    1.5   1.31   1199.2  0.097T 1.00       -       -     -     -  
0.9L    :  27.40
   310.9    40.1  1.162  267.5    1.3   1.11   1024.9  0.114T 1.00       -       -     -     -  
H/2     :  27.78
   269.6    40.1  1.047  267.8    1.2   1.01    925.7  0.127T 1.00       -       -     -     -  
Transfer:  27.50
   300.2    40.1  1.155  267.5    1.3   1.11   1019.2  0.115T 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 1-4; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.117
        M   2.00 Fb     0.362
 
  2   2 E  42.50 Ft     0.437
        M  42.50 Fb     0.183
 
  3   2 E   6.00 Ft     0.330
        M   6.00 Fb     0.538
 
  4   2 E   2.00 Ft     0.150
        M   2.00 Fb     0.951
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 31.00            Release Length, ft: 31.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  2.20 %               Final losses: 10.70 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       0.951     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.149       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)                  1514.01      937.27     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   0.243     Midspan    1.800   0.027     Midspan
    Pre.Top:   3.000   0.611     Midspan    2.250   0.495     Midspan
    Pre.Bot:   3.000   0.649    Transfer    2.250   0.791    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.013     Bearing
    Pre.Bot:  -0.420   0.154     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.342     Midspan
    Pre.Bot:                                                             2.000   0.278    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  15.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.078  1.80      0.141  2.20      0.172
Self Wt.       :      -0.024  1.85     -0.044  2.40     -0.057
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.055            0.097            0.116
 
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

