 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/19/2023
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 71 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)The hold-down point is at 0.35L of beam length.
                     (9)The beam lifting and supporting points are 2.125' and 3.633', respectively.
                     (10)The girder concrete strengths at release and at final are 5.0 and 6.0 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_4133.tmp\C71-0_35\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 =   1823745.50
 
SPAN DATA
---------
Precast length    , ft =     72.667
Bearing-to-bearing, ft =     71.667
Release span      , ft =     72.667
 
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      =      6.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4877.010        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      5.000 
Eci ,ksi      =   4592.230
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.35L
     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   71.67   Additional Overhang
   1    1    DC Line        0.008    0.00       0.008   71.67   Additional Haunch
   1    1    DC Line        0.064    0.00       0.064   71.67   Sacrificial Wearing Surface
   1    2    DC Line        0.008    0.00       0.008   71.67   Additional Haunch
   1    2    DC Line        0.070    0.00       0.070   71.67   Sacrificial Wearing Surface
   1    3    DC Line        0.008    0.00       0.008   71.67   Additional Haunch
   1    3    DC Line        0.070    0.00       0.070   71.67   Sacrificial Wearing Surface
   1    4    DC Line        0.008    0.00       0.008   71.67   Additional Haunch
   1    4    DC Line        0.070    0.00       0.070   71.67   Sacrificial Wearing Surface
   1    5    DC Line        0.060    0.00       0.060   71.67   Additional Overhang
   1    5    DC Line        0.008    0.00       0.008   71.67   Additional Haunch
   1    5    DC Line        0.064    0.00       0.064   71.67   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.143   35.500
   1    2        0.285   35.500
   1    3        0.285   35.500
   1    4        0.285   35.500
   1    5        0.143   35.500
 
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   71.67   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   71.67   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    0.060     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              5.00 ksi 
  Elasticity          4592.2 ksi 
  Max comp              3.25 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.54 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      6.00 ksi    4.00 ksi 
  Elasticity 4877.01 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.60 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.70 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    2.40 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.47 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    5.00        6.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    5.00        6.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 25.43 ft from member end )
 
END PATTERN (Ycg = 11.78 in):
 
  6 @  2.000 in 4 @  4.000 in 4 @  6.000 in 2 @ 38.000 in 
  2 @ 42.000 in                                           
 
MID PATTERN (Ycg = 4.22 in):
(A) Draped:
 
  2 @  4.000 in 2 @  8.000 in   
 
(B) Straight:
 
  6 @  2.000 in 4 @  4.000 in 4 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  3.8960 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.5200  1.6460 No        
       2 US#4[M13]  60.0  0.40    9.00  0.5200  3.5200 No        
       2 US#4[M13]  60.0  0.40   11.50  3.5200  4.4790 No        
       2 US#4[M13]  60.0  0.40   14.00  4.4790  6.8130 No        
       2 US#4[M13]  60.0  0.40   14.63  6.8130  8.0351 No        
       2 US#4[M13]  60.0  0.40   17.12  8.0351  9.4619 No        
       2 US#4[M13]  60.0  0.40   19.00  9.4619 17.3750 No        
       2 US#4[M13]  60.0  0.40   14.00  3.8960  7.3960 Yes       
       2 US#4[M13]  60.0  0.40   15.25  7.3960  8.6670 Yes       
       2 US#4[M13]  60.0  0.40   19.00  8.6670 64.0000 Yes       
       2 US#4[M13]  60.0  0.40   15.25 64.0000 65.2710 Yes       
       2 US#4[M13]  60.0  0.40   14.00 65.2710 68.7710 Yes       
       2 US#4[M13]  60.0  0.40   19.00 55.2920 63.2051 No        
       2 US#4[M13]  60.0  0.40   17.12 63.2051 64.6319 No        
       2 US#4[M13]  60.0  0.40   14.63 64.6319 65.8540 No        
       2 US#4[M13]  60.0  0.40   14.00 65.8540 68.1880 No        
       2 US#4[M13]  60.0  0.40   11.50 68.1880 69.1470 No        
       2 US#4[M13]  60.0  0.40    9.00 69.1470 72.1470 No        
       2 US#6[M19]  60.0  0.88    4.50 71.0210 72.1470 No        
       2 US#4[M13]  60.0  0.40    9.00 68.7710 72.5213 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#6[M19]           2.50 0.440  0.0000  5.0000       3.00 
      1 US#6[M19]           2.50 0.440 67.6670 72.6670       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:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 25.43 ft from member end )
 
END PATTERN (Ycg = 11.78 in):
 
  6 @  2.000 in 4 @  4.000 in 4 @  6.000 in 2 @ 38.000 in 
  2 @ 42.000 in                                           
 
MID PATTERN (Ycg = 4.22 in):
(A) Draped:
 
  2 @  4.000 in 2 @  8.000 in   
 
(B) Straight:
 
  6 @  2.000 in 4 @  4.000 in 4 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  3.8960 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.5200  1.6460 No        
       2 US#4[M13]  60.0  0.40    9.00  0.5200  3.5200 No        
       2 US#4[M13]  60.0  0.40   11.50  3.5200  4.4790 No        
       2 US#4[M13]  60.0  0.40   14.00  4.4790  6.8130 No        
       2 US#4[M13]  60.0  0.40   14.63  6.8130  8.0351 No        
       2 US#4[M13]  60.0  0.40   17.12  8.0351  9.4619 No        
       2 US#4[M13]  60.0  0.40   19.00  9.4619 17.3750 No        
       2 US#4[M13]  60.0  0.40   14.00  3.8960  7.3960 Yes       
       2 US#4[M13]  60.0  0.40   15.25  7.3960  8.6670 Yes       
       2 US#4[M13]  60.0  0.40   19.00  8.6670 64.0000 Yes       
       2 US#4[M13]  60.0  0.40   15.25 64.0000 65.2710 Yes       
       2 US#4[M13]  60.0  0.40   14.00 65.2710 68.7710 Yes       
       2 US#4[M13]  60.0  0.40   19.00 55.2920 63.2051 No        
       2 US#4[M13]  60.0  0.40   17.12 63.2051 64.6319 No        
       2 US#4[M13]  60.0  0.40   14.63 64.6319 65.8540 No        
       2 US#4[M13]  60.0  0.40   14.00 65.8540 68.1880 No        
       2 US#4[M13]  60.0  0.40   11.50 68.1880 69.1470 No        
       2 US#4[M13]  60.0  0.40    9.00 69.1470 72.1470 No        
       2 US#6[M19]  60.0  0.88    4.50 71.0210 72.1470 No        
       2 US#4[M13]  60.0  0.40    9.00 68.7710 72.5213 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#6[M19]           2.50 0.440  0.0000  5.0000       3.00 
      1 US#6[M19]           2.50 0.440 67.6670 72.6670       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:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 25.43 ft from member end )
 
END PATTERN (Ycg = 11.78 in):
 
  6 @  2.000 in 4 @  4.000 in 4 @  6.000 in 2 @ 38.000 in 
  2 @ 42.000 in                                           
 
MID PATTERN (Ycg = 4.22 in):
(A) Draped:
 
  2 @  4.000 in 2 @  8.000 in   
 
(B) Straight:
 
  6 @  2.000 in 4 @  4.000 in 4 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  3.8960 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.5200  1.6460 No        
       2 US#4[M13]  60.0  0.40    9.00  0.5200  3.5200 No        
       2 US#4[M13]  60.0  0.40   11.50  3.5200  4.4790 No        
       2 US#4[M13]  60.0  0.40   14.00  4.4790  6.8130 No        
       2 US#4[M13]  60.0  0.40   14.63  6.8130  8.0351 No        
       2 US#4[M13]  60.0  0.40   17.12  8.0351  9.4619 No        
       2 US#4[M13]  60.0  0.40   19.00  9.4619 17.3750 No        
       2 US#4[M13]  60.0  0.40   14.00  3.8960  7.3960 Yes       
       2 US#4[M13]  60.0  0.40   15.25  7.3960  8.6670 Yes       
       2 US#4[M13]  60.0  0.40   19.00  8.6670 64.0000 Yes       
       2 US#4[M13]  60.0  0.40   15.25 64.0000 65.2710 Yes       
       2 US#4[M13]  60.0  0.40   14.00 65.2710 68.7710 Yes       
       2 US#4[M13]  60.0  0.40   19.00 55.2920 63.2051 No        
       2 US#4[M13]  60.0  0.40   17.12 63.2051 64.6319 No        
       2 US#4[M13]  60.0  0.40   14.63 64.6319 65.8540 No        
       2 US#4[M13]  60.0  0.40   14.00 65.8540 68.1880 No        
       2 US#4[M13]  60.0  0.40   11.50 68.1880 69.1470 No        
       2 US#4[M13]  60.0  0.40    9.00 69.1470 72.1470 No        
       2 US#6[M19]  60.0  0.88    4.50 71.0210 72.1470 No        
       2 US#4[M13]  60.0  0.40    9.00 68.7710 72.5213 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#6[M19]           2.50 0.440  0.0000  5.0000       3.00 
      1 US#6[M19]           2.50 0.440 67.6670 72.6670       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:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 25.43 ft from member end )
 
END PATTERN (Ycg = 11.78 in):
 
  6 @  2.000 in 4 @  4.000 in 4 @  6.000 in 2 @ 38.000 in 
  2 @ 42.000 in                                           
 
MID PATTERN (Ycg = 4.22 in):
(A) Draped:
 
  2 @  4.000 in 2 @  8.000 in   
 
(B) Straight:
 
  6 @  2.000 in 4 @  4.000 in 4 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  3.8960 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.5200  1.6460 No        
       2 US#4[M13]  60.0  0.40    9.00  0.5200  3.5200 No        
       2 US#4[M13]  60.0  0.40   11.50  3.5200  4.4790 No        
       2 US#4[M13]  60.0  0.40   14.00  4.4790  6.8130 No        
       2 US#4[M13]  60.0  0.40   14.63  6.8130  8.0351 No        
       2 US#4[M13]  60.0  0.40   17.12  8.0351  9.4619 No        
       2 US#4[M13]  60.0  0.40   19.00  9.4619 17.3750 No        
       2 US#4[M13]  60.0  0.40   14.00  3.8960  7.3960 Yes       
       2 US#4[M13]  60.0  0.40   15.25  7.3960  8.6670 Yes       
       2 US#4[M13]  60.0  0.40   19.00  8.6670 64.0000 Yes       
       2 US#4[M13]  60.0  0.40   15.25 64.0000 65.2710 Yes       
       2 US#4[M13]  60.0  0.40   14.00 65.2710 68.7710 Yes       
       2 US#4[M13]  60.0  0.40   19.00 55.2920 63.2051 No        
       2 US#4[M13]  60.0  0.40   17.12 63.2051 64.6319 No        
       2 US#4[M13]  60.0  0.40   14.63 64.6319 65.8540 No        
       2 US#4[M13]  60.0  0.40   14.00 65.8540 68.1880 No        
       2 US#4[M13]  60.0  0.40   11.50 68.1880 69.1470 No        
       2 US#4[M13]  60.0  0.40    9.00 69.1470 72.1470 No        
       2 US#6[M19]  60.0  0.88    4.50 71.0210 72.1470 No        
       2 US#4[M13]  60.0  0.40    9.00 68.7710 72.5213 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#6[M19]           2.50 0.440  0.0000  5.0000       3.00 
      1 US#6[M19]           2.50 0.440 67.6670 72.6670       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:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 25.43 ft from member end )
 
END PATTERN (Ycg = 11.78 in):
 
  6 @  2.000 in 4 @  4.000 in 4 @  6.000 in 2 @ 38.000 in 
  2 @ 42.000 in                                           
 
MID PATTERN (Ycg = 4.22 in):
(A) Draped:
 
  2 @  4.000 in 2 @  8.000 in   
 
(B) Straight:
 
  6 @  2.000 in 4 @  4.000 in 4 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  3.8960 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.5200  1.6460 No        
       2 US#4[M13]  60.0  0.40    9.00  0.5200  3.5200 No        
       2 US#4[M13]  60.0  0.40   11.50  3.5200  4.4790 No        
       2 US#4[M13]  60.0  0.40   14.00  4.4790  6.8130 No        
       2 US#4[M13]  60.0  0.40   14.63  6.8130  8.0351 No        
       2 US#4[M13]  60.0  0.40   17.12  8.0351  9.4619 No        
       2 US#4[M13]  60.0  0.40   19.00  9.4619 17.3750 No        
       2 US#4[M13]  60.0  0.40   14.00  3.8960  7.3960 Yes       
       2 US#4[M13]  60.0  0.40   15.25  7.3960  8.6670 Yes       
       2 US#4[M13]  60.0  0.40   19.00  8.6670 64.0000 Yes       
       2 US#4[M13]  60.0  0.40   15.25 64.0000 65.2710 Yes       
       2 US#4[M13]  60.0  0.40   14.00 65.2710 68.7710 Yes       
       2 US#4[M13]  60.0  0.40   19.00 55.2920 63.2051 No        
       2 US#4[M13]  60.0  0.40   17.12 63.2051 64.6319 No        
       2 US#4[M13]  60.0  0.40   14.63 64.6319 65.8540 No        
       2 US#4[M13]  60.0  0.40   14.00 65.8540 68.1880 No        
       2 US#4[M13]  60.0  0.40   11.50 68.1880 69.1470 No        
       2 US#4[M13]  60.0  0.40    9.00 69.1470 72.1470 No        
       2 US#6[M19]  60.0  0.88    4.50 71.0210 72.1470 No        
       2 US#4[M13]  60.0  0.40    9.00 68.7710 72.5213 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#6[M19]           2.50 0.440  0.0000  5.0000       3.00 
      1 US#6[M19]           2.50 0.440 67.6670 72.6670       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   71.67
     DC  Line       0.008      0.00       0.008   71.67
     DC  Line       0.064      0.00       0.064   71.67
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    35.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 72.667 ft
Release length = 72.667 ft
Design  length = 71.667 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)  : 0.613   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.769   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.829   (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           1127.4 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           357820 in4#
Ht. of c.g.           =        20.23 in             34.76 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 = 0.8748

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     6.77    14.03    21.30    28.57    35.83
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    567.9    584.8    582.9    584.8    584.8    584.8    584.8    584.8
  Yb      ,  in    20.18    19.91    19.94    19.86    19.79    19.71    19.67    19.67
  MI(Ixx) , in4   116603   118068   117884   118564   119555   120728   121384   121384
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1130.5   1146.3   1144.5   1146.3   1146.3   1146.3   1146.3   1146.3
  Yb      ,  in    34.69    34.36    34.40    34.34    34.31    34.27    34.25    34.25
  MI(Ixx) , in4   359502   368422   367375   369577   371684   373963   375168   375168

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 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           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 25.43 ft from member end )
END PATTERN (Ycg = 11.78 in):
     6 @  2.000 in     4 @  4.000 in     4 @  6.000 in     2 @ 38.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.22 in):
(A) Draped:
     2 @  4.000 in     2 @  8.000 in
(B) Straight:
     6 @  2.000 in     4 @  4.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.880 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.850 ft
Holddown Force        =  18.838 kips     Beam Shrtng (PL/AE)   =      0.249 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)       
-------------------------------------------------------------------------------------
      1309.265         740 968.856     10.551 42729.801   495.051      14.974        
 
 
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      3.8960    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.5200      1.6460     No
      2      US#4[M13]       60.00        0.40       9.00       0.5200      3.5200     No
      2      US#4[M13]       60.00        0.40      11.50       3.5200      4.4790     No
      2      US#4[M13]       60.00        0.40      14.00       4.4790      6.8130     No
      2      US#4[M13]       60.00        0.40      14.63       6.8130      8.0351     No
      2      US#4[M13]       60.00        0.40      17.12       8.0351      9.4619     No
      2      US#4[M13]       60.00        0.40      19.00       9.4619     17.3750     No
      2      US#4[M13]       60.00        0.40      14.00       3.8960      7.3960    Yes
      2      US#4[M13]       60.00        0.40      15.25       7.3960      8.6670    Yes
      2      US#4[M13]       60.00        0.40      19.00       8.6670     64.0000    Yes
      2      US#4[M13]       60.00        0.40      15.25      64.0000     65.2710    Yes
      2      US#4[M13]       60.00        0.40      14.00      65.2710     68.7710    Yes
      2      US#4[M13]       60.00        0.40      19.00      55.2920     63.2051     No
      2      US#4[M13]       60.00        0.40      17.12      63.2051     64.6319     No
      2      US#4[M13]       60.00        0.40      14.63      64.6319     65.8540     No
      2      US#4[M13]       60.00        0.40      14.00      65.8540     68.1880     No
      2      US#4[M13]       60.00        0.40      11.50      68.1880     69.1470     No
      2      US#4[M13]       60.00        0.40       9.00      69.1470     72.1470     No
      2      US#6[M19]       60.00        0.88       4.50      71.0210     72.1470     No
      2      US#4[M13]       60.00        0.40       9.00      68.7710     72.5213    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#6[M19]           2.50 0.440  0.0000  5.0000       3.00 
      1 US#6[M19]           2.50 0.440 67.6670 72.6670       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  4.22 in
         P_init    =      765.7 kips  Ecc = 16.01 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.75 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.055 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.62 ksi    0.00 ksi
    due to Composite Loads                                 -1.54 ksi    0.00 ksi
    due to Live Loads                                      -5.04 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                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        11.30 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.75 ksi  ( 6.50 %)            12.50 ksi ( 6.38 %)
Total Prestress Losses                                    25.25 ksi (12.88 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.77   14.03   21.30   28.57   35.83
Self wt.  : M       0.0    50.8    45.3   129.1   237.8   315.4   362.0   377.5
(Max)       V      21.1    19.6    19.8    17.1    12.8     8.5     4.3     0.0
DL-Prec.  : M       0.0    11.4    10.2    29.1    53.5    71.0    81.5    85.0
DC(Max)     V       4.7     4.4     4.4     3.8     2.9     1.9     1.0     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
Deck +    : M       0.0    58.0    51.6   147.2   271.1   359.5   412.6   430.3
Haunch (Max)V      24.0    22.3    22.5    19.5    14.6     9.7     4.9     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.0     1.5     2.1     2.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.6    22.8    65.0   119.7   158.8   182.2   190.0
DC(Max)     V      10.6     9.9     9.9     8.6     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0    11.4    10.2    29.0    53.4    70.8    81.3    84.7
DW(Max)     V       4.7     4.4     4.4     3.8     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   162.4   144.7   409.2   741.7   963.5  1094.0  1122.7
            V      88.1    83.8    84.3    76.5    64.7    52.9    37.5    25.7
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    88.1    83.8    84.3    76.5    65.3    54.5    44.1    34.1
            M       0.0   165.9   148.1   409.2   707.9   897.0   973.4   943.5
Total     : M+      0.0   319.8   285.0   809.0  1478.2  1940.6  2215.6  2292.8
            V     153.3   144.5   145.5   129.5   104.5    79.4    50.8    25.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   153.3   144.5   145.5   129.5   105.1    81.1    57.4    34.2
            M       0.0   323.3   288.4   809.0  1444.3  1874.1  2095.1  2113.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    43.10   50.37   57.63   64.90   69.45   69.17   71.67
Self wt.  : M     362.0   315.4   237.8   129.1    45.3    50.8     0.0
(Max)       V       4.3     8.5    12.8    17.1    19.8    19.6    21.1
DL-Prec.  : M      81.5    71.0    53.5    29.1    10.2    11.4     0.0
DC(Max)     V       1.0     1.9     2.9     3.8     4.4     4.4     4.7
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     412.6   359.5   271.1   147.2    51.6    58.0     0.0
Haunch (Max)V       4.9     9.7    14.6    19.5    22.5    22.3    24.0
Diaphragm : M       2.0     1.5     1.0     0.5     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     182.2   158.8   119.7    65.0    22.8    25.6     0.0
DC(Max)     V       2.2     4.3     6.5     8.6     9.9     9.9    10.6
DL-Comp   : M      81.3    70.8    53.4    29.0    10.2    11.4     0.0
DW(Max)     V       1.0     1.9     2.9     3.8     4.4     4.4     4.7
LL + I    : M+   1094.0   963.5   741.7   409.2   144.7   162.4     0.0
            V      37.5    52.9    64.7    76.5    84.3    83.8    88.1
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    44.1    54.5    65.3    76.5    84.3    83.8    88.1
            M     973.4   897.0   707.9   409.2   148.1   165.9    -0.0
Total     : M+   2215.6  1940.5  1478.1   809.0   285.0   319.8     0.0
            V      50.8    79.4   104.5   129.5   145.5   144.5   153.3
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    57.4    81.1   105.1   129.5   145.5   144.5   153.3
            M    2095.0  1874.0  1444.3   809.0   288.4   323.3    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.1             21.1
Deck+Haunch            24.0             24.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.7              4.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           53.0             53.0
DL-Comp.(DW)           23.7             23.7
Live                   85.6             85.6
        Truck          62.6             62.6
        Lane           22.9             22.9
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.77   14.03   21.30   28.57   35.83
Self wt.  : M       0.0    50.8    45.3   129.1   237.8   315.4   362.0   377.5
(Max)       V      21.1    19.6    19.8    17.1    12.8     8.5     4.3     0.0
DL-Prec.  : M       0.0    11.4    10.2    29.1    53.5    71.0    81.5    85.0
DC(Max)     V       4.7     4.4     4.4     3.8     2.9     1.9     1.0     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
Deck +    : M       0.0    58.0    51.6   147.2   271.1   359.5   412.6   430.3
Haunch (Max)V      24.0    22.3    22.5    19.5    14.6     9.7     4.9     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.0     1.5     2.1     2.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.6    22.8    65.0   119.7   158.8   182.2   190.0
DC(Max)     V      10.6     9.9     9.9     8.6     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0    11.4    10.2    29.0    53.4    70.8    81.3    84.7
DW(Max)     V       4.7     4.4     4.4     3.8     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   129.9   115.8   327.3   593.3   770.8   875.2   898.2
            V      70.4    67.0    67.4    61.2    51.8    42.4    30.0    20.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    70.4    67.0    67.4    61.2    52.3    43.6    35.3    27.3
            M       0.0   132.7   118.5   327.3   566.3   717.6   778.7   754.8
Total     : M+      0.0   287.3   256.1   727.2  1329.8  1747.9  1996.8  2068.3
            V     135.7   127.7   128.6   114.2    91.5    68.9    43.3    20.6
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   135.7   127.7   128.6   114.2    92.0    70.1    48.6    27.4
            M       0.0   290.1   258.7   727.2  1302.8  1694.7  1900.4  1925.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    43.10   50.37   57.63   64.90   69.45   69.17   71.67
Self wt.  : M     362.0   315.4   237.8   129.1    45.3    50.8     0.0
(Max)       V       4.3     8.5    12.8    17.1    19.8    19.6    21.1
DL-Prec.  : M      81.5    71.0    53.5    29.1    10.2    11.4     0.0
DC(Max)     V       1.0     1.9     2.9     3.8     4.4     4.4     4.7
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     412.6   359.5   271.1   147.2    51.6    58.0     0.0
Haunch (Max)V       4.9     9.7    14.6    19.5    22.5    22.3    24.0
Diaphragm : M       2.0     1.5     1.0     0.5     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     182.2   158.8   119.7    65.0    22.8    25.6     0.0
DC(Max)     V       2.2     4.3     6.5     8.6     9.9     9.9    10.6
DL-Comp   : M      81.3    70.8    53.4    29.0    10.2    11.4     0.0
DW(Max)     V       1.0     1.9     2.9     3.8     4.4     4.4     4.7
LL + I    : M+    875.2   770.8   593.3   327.3   115.8   129.9     0.0
            V      30.0    42.4    51.8    61.2    67.4    67.0    70.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.3    43.6    52.3    61.2    67.4    67.0    70.4
            M     778.7   717.6   566.3   327.3   118.5   132.7    -0.0
Total     : M+   1996.8  1747.9  1329.8   727.2   256.1   287.3     0.0
            V      43.3    68.9    91.5   114.2   128.6   127.7   135.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    48.6    70.1    92.0   114.2   128.6   127.7   135.7
            M    1900.3  1694.6  1302.7   727.2   258.7   290.1    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.77   14.03   21.30   28.57   35.83
Self wt.  : M       0.0    63.5    56.6   161.4   297.2   394.3   452.5   471.9
(Max)       V      26.3    24.5    24.7    21.4    16.0    10.7     5.3     0.0
Self wt.  : M       0.0    45.8    40.8   116.2   214.0   283.9   325.8   339.8
(Min)       V      19.0    17.6    17.8    15.4    11.5     7.7     3.8     0.0
DL-Prec.  : M       0.0    14.3    12.7    36.3    66.9    88.7   101.9   106.2
DC(Max)     V       5.9     5.5     5.6     4.8     3.6     2.4     1.2     0.0
DL-Prec.  : M       0.0    10.3     9.2    26.2    48.2    63.9    73.3    76.5
DC(Min)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     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    72.4    64.6   184.0   338.8   449.4   515.8   537.9
Haunch (Max)V      30.0    27.9    28.2    24.4    18.3    12.2     6.1     0.0
Deck +    : M       0.0    52.2    46.5   132.5   244.0   323.6   371.4   387.3
Haunch (Min)V      21.6    20.1    20.3    17.5    13.2     8.8     4.4     0.0
Diaphragm : M       0.0     0.2     0.2     0.6     1.3     1.9     2.6     3.2
(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     0.4     0.9     1.4     1.9     2.3
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.0    28.5    81.2   149.6   198.5   227.8   237.5
DC(Max)     V      13.3    12.3    12.4    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    23.0    20.5    58.5   107.7   142.9   164.0   171.0
DC(Min)     V       9.5     8.9     9.0     7.7     5.8     3.9     1.9     0.0
DL-Comp   : M       0.0    17.1    15.3    43.5    80.1   106.2   121.9   127.1
DW(Max)     V       7.1     6.6     6.7     5.8     4.3     2.9     1.4     0.0
DL-Comp   : M       0.0     7.4     6.6    18.8    34.7    46.0    52.8    55.1
DW(Min)     V       3.1     2.9     2.9     2.5     1.9     1.2     0.6     0.0
LL + I    : M+      0.0   284.1   253.3   716.0  1297.9  1686.1  1914.4  1964.7
            V     154.1   146.7   147.5   133.9   113.3    92.7    65.6    45.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   154.1   146.7   147.5   133.9   114.3    95.5    77.2    59.7
            M       0.0   290.3   259.2   716.0  1238.8  1569.7  1703.4  1651.2
Total     : M+      0.0   483.7   431.2  1223.1  2231.9  2925.2  3336.8  3448.6
            V     236.8   223.6   225.1   201.1   163.7   126.3    82.5    45.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   236.8   223.6   225.1   201.1   164.7   129.1    94.1    59.8
            M       0.0   489.9   437.0  1223.1  2172.7  2808.8  3125.8  3135.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    43.10   50.37   57.63   64.90   69.45   69.17   71.67
Self wt.  : M     452.5   394.3   297.2   161.4    56.6    63.5     0.0
(Max)       V       5.3    10.7    16.0    21.4    24.7    24.5    26.3
Self wt.  : M     325.8   283.9   214.0   116.2    40.8    45.8     0.0
(Min)       V       3.8     7.7    11.5    15.4    17.8    17.6    19.0
DL-Prec.  : M     101.9    88.7    66.9    36.3    12.7    14.3     0.0
DC(Max)     V       1.2     2.4     3.6     4.8     5.6     5.5     5.9
DL-Prec.  : M      73.3    63.9    48.2    26.2     9.2    10.3     0.0
DC(Min)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     515.8   449.4   338.8   184.0    64.6    72.4     0.0
Haunch (Max)V       6.1    12.2    18.3    24.4    28.2    27.9    30.0
Deck +    : M     371.4   323.6   244.0   132.5    46.5    52.2     0.0
Haunch (Min)V       4.4     8.8    13.2    17.5    20.3    20.1    21.6
Diaphragm : M       2.5     1.9     1.2     0.6     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       1.8     1.4     0.9     0.4     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     227.8   198.5   149.6    81.2    28.5    32.0     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.4    12.3    13.3
DL-Comp   : M     164.0   142.9   107.7    58.5    20.5    23.0     0.0
DC(Min)     V       1.9     3.9     5.8     7.7     9.0     8.9     9.5
DL-Comp   : M     121.9   106.2    80.1    43.5    15.3    17.1     0.0
DW(Max)     V       1.4     2.9     4.3     5.8     6.7     6.6     7.1
DL-Comp   : M      52.8    46.0    34.7    18.8     6.6     7.4     0.0
DW(Min)     V       0.6     1.2     1.9     2.5     2.9     2.9     3.1
LL + I    : M+   1914.4  1686.1  1297.9   716.0   253.3   284.1     0.0
            V      65.6    92.7   113.3   133.9   147.5   146.7   154.1
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    77.2    95.5   114.3   133.9   147.5   146.7   154.1
            M    1703.4  1569.7  1238.8   716.0   259.2   290.3    -0.0
Total     : M+   3336.8  2925.1  2231.9  1223.1   431.2   483.7     0.0
            V      82.5   126.3   163.7   201.1   225.1   223.6   236.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    94.1   129.1   164.7   201.1   225.1   223.6   236.8
            M    3125.8  2808.7  2172.7  1223.1   437.0   489.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               26.3             26.3
Deck+Haunch            30.0             30.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.9              5.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.3             66.3
DL-Comp.(DW)           35.5             35.5
Live                  149.7            149.7
        Truck         109.6            109.6
        Lane           40.1             40.1
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.77   14.03   21.30   28.57   35.83
Self wt.  : M       0.0    50.8    45.3   129.1   237.8   315.4   362.0   377.5
(Max)       V      21.1    19.6    19.8    17.1    12.8     8.5     4.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    11.4    10.2    29.1    53.5    71.0    81.5    85.0
DC(Max)     V       4.7     4.4     4.4     3.8     2.9     1.9     1.0     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    58.0    51.6   147.2   271.1   359.5   412.6   430.3
Haunch (Max)V      24.0    22.3    22.5    19.5    14.6     9.7     4.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.0     1.5     2.1     2.5
(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    25.6    22.8    65.0   119.7   158.8   182.2   190.0
DC(Max)     V      10.6     9.9     9.9     8.6     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.4    10.2    29.0    53.4    70.8    81.3    84.7
DW(Max)     V       4.7     4.4     4.4     3.8     2.9     1.9     1.0     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   163.3   145.7   405.2   710.2   916.1  1010.9   971.2
            V      89.6    85.1    85.6    77.6    65.6     1.8    39.0    27.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    89.6    85.1    85.6    77.6    65.6    53.5    41.7    31.0
            M       0.0   163.3   145.7   405.2   710.2   880.5   920.0   858.7
Total     : M+      0.0   320.7   286.0   805.0  1446.7  1893.2  2132.6  2141.3
            V     154.8   145.8   146.8   130.5   105.3    28.3    52.3    27.0
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   154.8   145.8   146.8   130.5   105.3    80.0    55.0    31.1
            M       0.0   320.7   286.0   805.0  1446.7  1857.5  2041.7  2028.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    43.10   50.37   57.63   64.90   69.45   69.17   71.67
Self wt.  : M     362.0   315.4   237.8   129.1    45.3    50.8     0.0
(Max)       V       4.3     8.5    12.8    17.1    19.8    19.6    21.1
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      81.5    71.0    53.5    29.1    10.2    11.4     0.0
DC(Max)     V       1.0     1.9     2.9     3.8     4.4     4.4     4.7
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     412.6   359.5   271.1   147.2    51.6    58.0     0.0
Haunch (Max)V       4.9     9.7    14.6    19.5    22.5    22.3    24.0
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       2.0     1.5     1.0     0.5     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     182.2   158.8   119.7    65.0    22.8    25.6     0.0
DC(Max)     V       2.2     4.3     6.5     8.6     9.9     9.9    10.6
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      81.3    70.8    53.4    29.0    10.2    11.4     0.0
DW(Max)     V       1.0     1.9     2.9     3.8     4.4     4.4     4.7
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+   1010.9   916.1   710.2   405.2   145.7   163.3     0.0
            V      39.0     1.8    65.6    77.6    85.6    85.1    89.6
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    41.7    53.5    65.6    77.6    85.6    85.1    89.6
            M     920.0   880.5   710.2   405.2   145.7   163.3     0.0
Total     : M+   2132.5  1893.2  1446.7   805.0   286.0   320.7     0.0
            V      52.3    28.3   105.3   130.5   146.8   145.8   154.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    55.0    80.0   105.3   130.5   146.8   145.8   154.8
            M    2041.6  1857.5  1446.7   805.0   286.0   320.7     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.27   14.53   21.80   29.07   36.33   25.43
 
Beam-Self
Precast-top    0.157   0.356   0.629   0.820   0.933   0.972   0.886 
Bottom        -0.124  -0.281  -0.493  -0.639  -0.725  -0.755  -0.689 
 
Prestress
Precast-top   -0.158  -0.354  -0.681  -1.002  -1.159  -1.159  -1.159 
Bottom         2.473   2.623   2.871   3.110   3.227   3.227   3.227 
 
Total
Precast-top   -0.002   0.002  -0.052  -0.182  -0.226  -0.187  -0.274 
Bottom         2.349   2.342   2.378   2.472   2.502   2.472   2.537 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.09 %)
             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    6.77   14.03   21.30   28.57   35.83
 
Prestress
Precast-top   -0.007  -0.139  -0.116  -0.311  -0.599  -0.881  -1.019  -1.019
Bottom         0.364   2.174   1.971   2.306   2.524   2.734   2.836   2.836
 
Self wt.
Precast-top   -0.000   0.130   0.116   0.329   0.602   0.793   0.906   0.945
Bottom        -0.000  -0.103  -0.092  -0.260  -0.472  -0.618  -0.704  -0.734
 
DL-Prec (DC)
Precast-top   -0.000   0.029   0.026   0.074   0.135   0.178   0.204   0.213
Bottom        -0.000  -0.023  -0.021  -0.058  -0.106  -0.139  -0.158  -0.165
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.003   0.004   0.005   0.006
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.148   0.132   0.374   0.686   0.904   1.033   1.077
Bottom        -0.000  -0.117  -0.105  -0.296  -0.538  -0.704  -0.803  -0.837
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.012   0.035   0.064   0.085   0.097   0.101
Precast-top   -0.000   0.009   0.008   0.022   0.041   0.055   0.063   0.065
Bottom        -0.000  -0.029  -0.026  -0.072  -0.133  -0.175  -0.200  -0.208
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.005   0.016   0.029   0.038   0.043   0.045
Precast-top   -0.000   0.004   0.004   0.010   0.018   0.024   0.028   0.029
Bottom        -0.000  -0.013  -0.011  -0.032  -0.059  -0.078  -0.089  -0.093
 
LL+I(+)
Topping-top   -0.000   0.087   0.078   0.220   0.397   0.513   0.582   0.597
Precast-top   -0.000   0.056   0.050   0.142   0.256   0.332   0.376   0.386
Bottom        -0.000  -0.182  -0.163  -0.456  -0.821  -1.060  -1.199  -1.230
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.107   0.096   0.270   0.489   0.636   0.722   0.743 
Precast-top   -0.007   0.237   0.219   0.642   1.143   1.409   1.596   1.703 
Bottom         0.364   1.708   1.554   1.130   0.392  -0.042  -0.320  -0.436 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.018   0.050   0.093   0.122   0.140   0.146 
Precast-top   -0.007   0.181   0.169   0.500   0.887   1.077   1.220   1.317 
Bottom         0.364   1.889   1.717   1.586   1.213   1.017   0.879   0.794 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.27   14.53   21.80   29.07   36.33   25.43
 
Beam-Self
Precast-top    0.157   0.356   0.629   0.820   0.933   0.972   0.886 
Bottom        -0.124  -0.281  -0.493  -0.639  -0.725  -0.755  -0.689 
 
Prestress
Precast-top   -0.158  -0.354  -0.681  -1.002  -1.159  -1.159  -1.159 
Bottom         2.473   2.623   2.871   3.110   3.227   3.227   3.227 
 
Total
Precast-top   -0.002   0.002  -0.052  -0.182  -0.226  -0.187  -0.274 
Bottom         2.349   2.342   2.378   2.472   2.502   2.472   2.537 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.225   0.000   0.169 
Ast_prvd, in2  0.440   0.000   0.000   0.000   0.000*  0.000   0.000*


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.09 %)
             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    6.77   14.03   21.30   28.57   35.83
 
Prestress
Precast-top   -0.007  -0.139  -0.116  -0.311  -0.599  -0.881  -1.019  -1.019
Bottom         0.364   2.174   1.971   2.306   2.524   2.734   2.836   2.836
 
Self wt.
Precast-top   -0.000   0.130   0.116   0.329   0.602   0.793   0.906   0.945
Bottom        -0.000  -0.103  -0.092  -0.260  -0.472  -0.618  -0.704  -0.734
 
DL-Prec (DC)
Precast-top   -0.000   0.029   0.026   0.074   0.135   0.178   0.204   0.213
Bottom        -0.000  -0.023  -0.021  -0.058  -0.106  -0.139  -0.158  -0.165
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.003   0.004   0.005   0.006
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.148   0.132   0.374   0.686   0.904   1.033   1.077
Bottom        -0.000  -0.117  -0.105  -0.296  -0.538  -0.704  -0.803  -0.837
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.012   0.035   0.064   0.085   0.097   0.101
Precast-top   -0.000   0.009   0.008   0.022   0.041   0.055   0.063   0.065
Bottom        -0.000  -0.029  -0.026  -0.072  -0.133  -0.175  -0.200  -0.208
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.005   0.016   0.029   0.038   0.043   0.045
Precast-top   -0.000   0.004   0.004   0.010   0.018   0.024   0.028   0.029
Bottom        -0.000  -0.013  -0.011  -0.032  -0.059  -0.078  -0.089  -0.093
 
LL+I(+)
Topping-top   -0.000   0.070   0.062   0.176   0.317   0.411   0.465   0.477
Precast-top   -0.000   0.045   0.040   0.113   0.205   0.265   0.301   0.309
Bottom        -0.000  -0.145  -0.130  -0.365  -0.657  -0.848  -0.959  -0.984
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.090   0.080   0.226   0.410   0.533   0.605   0.623 
Precast-top   -0.007   0.226   0.209   0.613   1.092   1.343   1.521   1.626 
Bottom         0.364   1.744   1.587   1.221   0.556   0.170  -0.080  -0.190 
 

 
 
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    6.77   14.03   21.30   28.57   35.83
F_LL+I(+)
Topping-top   -0.000   0.088   0.078   0.218   0.380   0.488   0.537   0.516
Precast-top   -0.000   0.057   0.050   0.140   0.245   0.315   0.348   0.334
Bottom        -0.000  -0.183  -0.164  -0.452  -0.787  -1.007  -1.108  -1.064
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.098   0.087   0.243   0.426   0.549   0.607   0.589 
Precast-top   -0.003   0.147   0.135   0.390   0.689   0.854   0.958   0.992 
Bottom         0.182   0.762   0.695   0.341  -0.180  -0.499  -0.668  -0.667 
 

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
    236.8    9.0   49.5    0.331   2.8   6.00e-3 50.0    230.4     1.113    0.533      1.38
      0.0    0.4   49.3     31.5 0.098      30.0 0.87    24.00     0.139    0.544*
Transfer:   3.00
    223.6    9.0   49.5    1.988  16.6   0.68e-3 31.4    124.7     0.315    1.067      0.00
    489.9    2.4   48.3    189.0 0.089     107.2 3.18    24.00     0.139    2.199 
Critical:   4.52
    215.5    9.0   49.5    2.170  16.6  -0.00e-3 29.0     61.1     0.140    0.686      0.00
    751.1    2.6   48.2    189.0 0.086     161.8 4.82    24.00     0.139    1.991 
0.1L    :   7.27
    201.1    9.0   49.5    2.493  16.6   0.27e-3 29.9     73.1     0.175    0.671      0.00
   1223.1    3.0   48.0    189.0 0.080     133.7 4.00    24.00     0.139    1.925 
0.2L    :  14.53
    164.7    9.0   45.8    3.906  16.6   0.03e-3 29.1     22.5     0.139    0.505      0.00
   2172.7    3.7   43.9    189.0 0.070     143.9 4.70    24.00     0.139    1.967 
0.3L    :  21.80
    129.1    9.0   47.9    3.906  16.6   0.95e-3 32.3     36.6     0.139    0.253      0.00
   2808.8    3.7   46.1    189.0 0.051      90.2 2.81    24.00     0.139    1.387 
0.4L    :  29.07
     94.1    9.0   49.0    3.906   0.0   1.36e-3 33.7     26.3     0.139    0.253      0.00
   3125.8    3.7   47.2    189.0 0.041      78.3 2.38    24.00     0.139    1.602 
0.5L    :  36.33
     59.8    9.0   49.0    3.906   0.0   1.07e-3 32.7      0.0     0.139    0.253      0.00
   3135.1    3.7   47.2    189.0 0.026      87.6 2.67    24.00     0.139    2.715 
0.6L    :  43.60
     94.1    9.0   49.0    3.906   0.0   1.35e-3 33.7     26.3     0.139    0.253      0.00
   3125.8    3.7   47.2    189.0 0.041      78.3 2.38    24.00     0.139    1.602 
0.7L    :  50.87
    129.1    9.0   47.9    3.906  16.6   0.95e-3 32.3     36.6     0.139    0.253      0.00
   2808.7    3.7   46.1    189.0 0.051      90.2 2.81    24.00     0.139    1.387 
0.8L    :  58.13
    164.7    9.0   45.8    3.906  16.6   0.03e-3 29.1     22.5     0.139    0.505      0.00
   2172.7    3.7   43.9    189.0 0.070     143.9 4.70    24.00     0.139    1.967 
0.9L    :  65.40
    201.1    9.0   49.5    2.493  16.6   0.27e-3 29.9     73.1     0.175    0.671      0.00
   1223.1    3.0   48.0    189.0 0.080     133.7 4.00    24.00     0.139    1.925 
Critical:  68.15
    215.5    9.0   49.5    2.170  16.6  -0.00e-3 29.0     61.1     0.140    0.686      0.00
    751.1    2.6   48.2    189.0 0.086     161.8 4.82    24.00     0.139    1.991 
Transfer:  69.67
    223.6    9.0   49.5    1.988  16.6   0.68e-3 31.4    124.7     0.315    1.067      0.00
    489.9    2.4   48.3    189.0 0.089     107.2 3.18    24.00     0.139    2.199 
Bearing :  72.17
    236.8    9.0   49.5    0.331   2.8   6.00e-3 50.0    230.4     1.113    0.533      1.38
      0.0    0.4   49.3     31.5 0.098      30.0 0.87    24.00     0.139    0.544*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.53
 
 
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
    236.8      5.33     49.54    0.41       49.33    24.00      0.120      1.478      0.395      0.533 
Transfer:      2.50
    223.6      5.14     49.54    2.43       48.32    24.00      0.120      1.414      0.356      0.533 
Critical:      4.02
    215.6      4.97     49.54    2.65       48.21    24.00      0.120      1.356      0.322      0.343 
0.1L    :      6.77
    201.1      4.65     49.54    3.03       48.02    24.00      0.120      1.251      0.258      0.343 
0.2L    :     14.03
    164.7      4.16     45.79    3.68       43.95    24.00      0.120      1.088      0.161      0.253 
0.3L    :     21.30
    129.1      3.11     47.95    3.69       46.10    24.00      0.120      0.737      0.000      0.253 
0.4L    :     28.57
     94.1      2.22     49.03    3.69       47.18    24.00      0.120      0.439      0.000      0.253 
0.5L    :     35.83
     59.8      1.41     49.03    3.69       47.18    24.00      0.120      0.169      0.000      0.253 
0.6L    :     43.10
     94.1      2.22     49.03    3.69       47.18    24.00      0.120      0.439      0.000      0.253 
0.7L    :     50.37
    129.1      3.11     47.95    3.69       46.10    24.00      0.120      0.737      0.000      0.253 
0.8L    :     57.63
    164.7      4.16     45.79    3.68       43.95    24.00      0.120      1.088      0.161      0.253 
0.9L    :     64.90
    201.1      4.65     49.54    3.03       48.02    24.00      0.120      1.251      0.258      0.343 
Critical:     67.65
    215.6      4.97     49.54    2.65       48.21    24.00      0.120      1.356      0.322      0.343 
Transfer:     69.17
    223.6      5.14     49.54    2.43       48.32    24.00      0.120      1.414      0.356      0.533 
Bearing :     71.67
    236.8      5.33     49.54    0.41       49.33    24.00      0.120      1.478      0.395      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.77 ft
Prestress      :       0.641  1.80      1.154  2.20      1.410
Self Wt.       :      -0.213  1.85     -0.393  2.40     -0.510
Deck + Haunch  :                       -0.204  2.30     -0.470
DL-Prec. (DC)  :                       -0.040  3.00     -0.121
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.029  3.00     -0.087
DL-Comp. (DW)  :                       -0.013  3.00     -0.039
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 14.03 ft
Prestress      :       1.161  1.80      2.090  2.20      2.555
Self Wt.       :      -0.399  1.85     -0.738  2.40     -0.958
Deck + Haunch  :                       -0.398  2.30     -0.915
DL-Prec. (DC)  :                       -0.079  3.00     -0.236
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.057  3.00     -0.170
DL-Comp. (DW)  :                       -0.025  3.00     -0.076
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 21.30 ft
Prestress      :       1.538  1.80      2.768  2.20      3.383
Self Wt.       :      -0.541  1.85     -1.001  2.40     -1.299
Deck + Haunch  :                       -0.546  2.30     -1.256
DL-Prec. (DC)  :                       -0.108  3.00     -0.323
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.078  3.00     -0.234
DL-Comp. (DW)  :                       -0.035  3.00     -0.104
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 28.57 ft
Prestress      :       1.767  1.80      3.180  2.20      3.887
Self Wt.       :      -0.630  1.85     -1.166  2.40     -1.513
Deck + Haunch  :                       -0.639  2.30     -1.470
DL-Prec. (DC)  :                       -0.126  3.00     -0.379
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.091  3.00     -0.274
DL-Comp. (DW)  :                       -0.041  3.00     -0.122
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 35.83 ft
Prestress      :       1.847  1.80      3.325  2.20      4.064
Self Wt.       :      -0.662  1.85     -1.224  2.40     -1.588
Deck + Haunch  :                       -0.672  2.30     -1.546
DL-Prec. (DC)  :                       -0.133  3.00     -0.398
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.096  3.00     -0.288
DL-Comp. (DW)  :                       -0.043  3.00     -0.128
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 43.10 ft
Prestress      :       1.767  1.80      3.180  2.20      3.887
Self Wt.       :      -0.630  1.85     -1.166  2.40     -1.513
Deck + Haunch  :                       -0.639  2.30     -1.470
DL-Prec. (DC)  :                       -0.126  3.00     -0.379
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.091  3.00     -0.274
DL-Comp. (DW)  :                       -0.041  3.00     -0.122
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 50.37 ft
Prestress      :       1.538  1.80      2.768  2.20      3.383
Self Wt.       :      -0.541  1.85     -1.001  2.40     -1.299
Deck + Haunch  :                       -0.546  2.30     -1.256
DL-Prec. (DC)  :                       -0.108  3.00     -0.323
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.078  3.00     -0.234
DL-Comp. (DW)  :                       -0.035  3.00     -0.104
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 57.63 ft
Prestress      :       1.161  1.80      2.090  2.20      2.555
Self Wt.       :      -0.399  1.85     -0.738  2.40     -0.958
Deck + Haunch  :                       -0.398  2.30     -0.915
DL-Prec. (DC)  :                       -0.079  3.00     -0.236
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.057  3.00     -0.170
DL-Comp. (DW)  :                       -0.025  3.00     -0.076
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 64.90 ft
Prestress      :       0.641  1.80      1.154  2.20      1.410
Self Wt.       :      -0.213  1.85     -0.393  2.40     -0.510
Deck + Haunch  :                       -0.204  2.30     -0.470
DL-Prec. (DC)  :                       -0.040  3.00     -0.121
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.029  3.00     -0.087
DL-Comp. (DW)  :                       -0.013  3.00     -0.039
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
   483.7    42.4  2.556  264.9    2.9   2.43   2322.0  0.051T 1.00       -       -     -     -  
H/2     :   2.22
   431.2    42.3  2.317  265.4    2.6   2.21   2109.4  0.056T 1.00       -       -     -     -  
0.1L    :   6.77
  1223.1    43.6  3.205  263.8    3.6   3.03   2967.3  0.040T 1.00       -       -     -     -  
0.2L    :  14.03
  2231.9    45.8  3.906  262.8    4.3   3.68   3760.1  0.032T 1.00   2909.0  2909.0    1.29    -  
0.3L    :  21.30
  2925.2    47.9  3.906  263.2    4.3   3.69   3949.3  0.032T 1.00   3006.2  3006.2    1.31    -  
0.4L    :  28.57
  3336.8    49.0  3.906  263.3    4.3   3.69   4043.9  0.032T 1.00   3041.1  3041.1    1.33    -  
0.5L    :  35.83
  3448.6    49.0  3.906  263.3    4.3   3.69   4043.9  0.032T 1.00   3012.3  3012.3    1.34    -  
0.6L    :  43.10
  3336.8    49.0  3.906  263.3    4.3   3.69   4043.9  0.032T 1.00   3041.2  3041.2    1.33    -  
0.7L    :  50.37
  2925.1    47.9  3.906  263.2    4.3   3.69   3949.3  0.032T 1.00   3006.2  3006.2    1.31    -  
0.8L    :  57.63
  2231.9    45.8  3.906  262.8    4.3   3.68   3760.1  0.032T 1.00   2909.0  2909.0    1.29    -  
0.9L    :  64.90
  1223.1    43.6  3.205  263.8    3.6   3.03   2967.3  0.040T 1.00       -       -     -     -  
H/2     :  69.45
   431.2    42.3  2.317  265.4    2.6   2.21   2109.4  0.056T 1.00       -       -     -     -  
Transfer:  69.17
   483.7    42.4  2.556  264.9    2.9   2.43   2322.0  0.051T 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 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.021
        M   2.00 Fb     0.278
 
  2   2 E  42.00 Ft     0.451
        M   8.00 Fb     0.164
 
  3   2 E  38.00 Ft     0.851
        M   4.00 Fb     0.107
 
  4   2 E   6.00 Ft     0.745
        M   6.00 Fb     0.452
 
  5   2 E   6.00 Ft     0.639
        M   6.00 Fb     0.797
 
  6   2 E   4.00 Ft     0.497
        M   4.00 Fb     1.171
 
  7   2 E   4.00 Ft     0.355
        M   4.00 Fb     1.544
 
  8   2 E   2.00 Ft     0.177
        M   2.00 Fb     1.947
 
  9   2 E   2.00 Ft    -0.002
        M   2.00 Fb     2.349
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 72.67            Release Length, ft: 72.67
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   4           No. of strands, Straight:  14
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  6.50 %               Final losses: 12.88 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.537     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.274     Depress
      Precast Top w/ reinf. (tension)      -0.540           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4043.92     3448.58     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   0.743     Midspan    1.800   0.146     Midspan
    Pre.Top:   3.600   1.703     Midspan    2.700   1.317     Midspan
    Pre.Bot:   3.600   1.708    Transfer    2.700   1.889    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.470  -0.007     Bearing
    Pre.Bot:  -0.470  -0.190     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.992     Midspan
    Pre.Bot:                                                             2.400   0.762    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.83 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.847  1.80      3.325  2.20      4.064
Self Wt.       :      -0.662  1.85     -1.224  2.40     -1.588
Deck + Haunch  :                       -0.672  2.30     -1.546
DL-Prec. (DC)  :                       -0.133  3.00     -0.398
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.096  3.00     -0.288
DL-Comp. (DW)  :                       -0.043  3.00     -0.128
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   71.67
     DC  Line       0.070      0.00       0.070   71.67
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    35.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 72.667 ft
Release length = 72.667 ft
Design  length = 71.667 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)  : 0.657   (Calculated)    
Live Moment (1  lane  loaded)  : 0.476   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.022   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.856   (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           1181.6 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           369156 in4#
Ht. of c.g.           =        20.23 in             35.43 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 = 0.8748

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     6.77    14.03    21.30    28.57    35.83
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    567.9    584.8    582.9    584.8    584.8    584.8    584.8    584.8
  Yb      ,  in    20.18    19.91    19.94    19.86    19.79    19.71    19.67    19.67
  MI(Ixx) , in4   116603   118068   117884   118564   119555   120728   121384   121384
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1184.8   1200.6   1198.8   1200.6   1200.6   1200.6   1200.6   1200.6
  Yb      ,  in    35.36    35.04    35.08    35.02    34.99    34.95    34.94    34.94
  MI(Ixx) , in4   370937   380371   379265   381559   383721   386056   387289   387289

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 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           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 25.43 ft from member end )
END PATTERN (Ycg = 11.78 in):
     6 @  2.000 in     4 @  4.000 in     4 @  6.000 in     2 @ 38.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.22 in):
(A) Draped:
     2 @  4.000 in     2 @  8.000 in
(B) Straight:
     6 @  2.000 in     4 @  4.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.926 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.907 ft
Holddown Force        =  18.838 kips     Beam Shrtng (PL/AE)   =      0.249 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)       
-------------------------------------------------------------------------------------
      1309.265         740 968.856     10.551 42729.801   495.051      14.974        
 
 
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      3.8960    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.5200      1.6460     No
      2      US#4[M13]       60.00        0.40       9.00       0.5200      3.5200     No
      2      US#4[M13]       60.00        0.40      11.50       3.5200      4.4790     No
      2      US#4[M13]       60.00        0.40      14.00       4.4790      6.8130     No
      2      US#4[M13]       60.00        0.40      14.63       6.8130      8.0351     No
      2      US#4[M13]       60.00        0.40      17.12       8.0351      9.4619     No
      2      US#4[M13]       60.00        0.40      19.00       9.4619     17.3750     No
      2      US#4[M13]       60.00        0.40      14.00       3.8960      7.3960    Yes
      2      US#4[M13]       60.00        0.40      15.25       7.3960      8.6670    Yes
      2      US#4[M13]       60.00        0.40      19.00       8.6670     64.0000    Yes
      2      US#4[M13]       60.00        0.40      15.25      64.0000     65.2710    Yes
      2      US#4[M13]       60.00        0.40      14.00      65.2710     68.7710    Yes
      2      US#4[M13]       60.00        0.40      19.00      55.2920     63.2051     No
      2      US#4[M13]       60.00        0.40      17.12      63.2051     64.6319     No
      2      US#4[M13]       60.00        0.40      14.63      64.6319     65.8540     No
      2      US#4[M13]       60.00        0.40      14.00      65.8540     68.1880     No
      2      US#4[M13]       60.00        0.40      11.50      68.1880     69.1470     No
      2      US#4[M13]       60.00        0.40       9.00      69.1470     72.1470     No
      2      US#6[M19]       60.00        0.88       4.50      71.0210     72.1470     No
      2      US#4[M13]       60.00        0.40       9.00      68.7710     72.5213    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#6[M19]           2.50 0.440  0.0000  5.0000       3.00 
      1 US#6[M19]           2.50 0.440 67.6670 72.6670       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  4.22 in
         P_init    =      765.7 kips  Ecc = 16.01 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.75 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.055 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.71 ksi    0.00 ksi
    due to Composite Loads                                 -1.53 ksi    0.00 ksi
    due to Live Loads                                      -5.13 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                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        11.30 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.75 ksi  ( 6.50 %)            12.34 ksi ( 6.29 %)
Total Prestress Losses                                    25.09 ksi (12.80 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.77   14.03   21.30   28.57   35.83
Self wt.  : M       0.0    50.8    45.3   129.1   237.8   315.4   362.0   377.5
(Max)       V      21.1    19.6    19.8    17.1    12.8     8.5     4.3     0.0
DL-Prec.  : M       0.0     6.8     6.1    17.3    31.8    42.2    48.4    50.5
DC(Max)     V       2.8     2.6     2.6     2.3     1.7     1.1     0.6     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    63.5    56.6   161.4   297.2   394.2   452.4   471.8
Haunch (Max)V      26.3    24.5    24.7    21.4    16.0    10.7     5.3     0.0
Diaphragm : M       0.0     0.4     0.3     1.0     2.0     3.1     4.1     5.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.6    22.8    65.0   119.7   158.8   182.2   190.0
DC(Max)     V      10.6     9.9     9.9     8.6     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0    11.4    10.2    29.0    53.4    70.8    81.3    84.7
DW(Max)     V       4.7     4.4     4.4     3.8     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   166.7   148.6   420.1   761.6   989.3  1123.3  1152.8
            V     108.6   103.4   103.9    94.4    79.8    65.3    46.2    31.7
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   108.6   103.4   103.9    94.4    80.6    67.3    54.4    42.1
            M       0.0   170.3   152.1   420.1   726.8   921.0   999.5   968.8
Total     : M+      0.0   325.2   289.9   822.8  1503.4  1973.8  2253.7  2332.4
            V     174.3   164.5   165.6   147.7   119.9    92.0    59.7    31.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   174.3   164.5   165.6   147.7   120.6    94.0    67.9    42.2
            M       0.0   328.9   293.3   822.8  1468.7  1905.5  2129.9  2148.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    43.10   50.37   57.63   64.90   69.45   69.17   71.67
Self wt.  : M     362.0   315.4   237.8   129.1    45.3    50.8     0.0
(Max)       V       4.3     8.5    12.8    17.1    19.8    19.6    21.1
DL-Prec.  : M      48.4    42.2    31.8    17.3     6.1     6.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.6     2.6     2.8
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
Deck +    : M     452.4   394.2   297.2   161.4    56.6    63.5     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.7    24.5    26.3
Diaphragm : M       4.0     3.0     2.0     1.0     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     182.2   158.8   119.7    65.0    22.8    25.6     0.0
DC(Max)     V       2.2     4.3     6.5     8.6     9.9     9.9    10.6
DL-Comp   : M      81.3    70.8    53.4    29.0    10.2    11.4     0.0
DW(Max)     V       1.0     1.9     2.9     3.8     4.4     4.4     4.7
LL + I    : M+   1123.3   989.3   761.6   420.1   148.6   166.7     0.0
            V      46.2    65.3    79.8    94.4   103.9   103.4   108.6
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    54.4    67.3    80.6    94.4   103.9   103.4   108.6
            M     999.5   921.0   726.8   420.1   152.1   170.3    -0.0
Total     : M+   2253.6  1973.7  1503.4   822.8   289.9   325.2     0.0
            V      59.7    92.0   119.9   147.7   165.6   164.5   174.3
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    67.9    94.0   120.6   147.7   165.6   164.5   174.3
            M    2129.8  1905.4  1468.7   822.8   293.3   328.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.1             21.1
Deck+Haunch            26.3             26.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.8              2.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           53.0             53.0
DL-Comp.(DW)           23.7             23.7
Live                   85.6             85.6
        Truck          62.6             62.6
        Lane           22.9             22.9
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.77   14.03   21.30   28.57   35.83
Self wt.  : M       0.0    50.8    45.3   129.1   237.8   315.4   362.0   377.5
(Max)       V      21.1    19.6    19.8    17.1    12.8     8.5     4.3     0.0
DL-Prec.  : M       0.0     6.8     6.1    17.3    31.8    42.2    48.4    50.5
DC(Max)     V       2.8     2.6     2.6     2.3     1.7     1.1     0.6     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    63.5    56.6   161.4   297.2   394.2   452.4   471.8
Haunch (Max)V      26.3    24.5    24.7    21.4    16.0    10.7     5.3     0.0
Diaphragm : M       0.0     0.4     0.3     1.0     2.0     3.1     4.1     5.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.6    22.8    65.0   119.7   158.8   182.2   190.0
DC(Max)     V      10.6     9.9     9.9     8.6     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0    11.4    10.2    29.0    53.4    70.8    81.3    84.7
DW(Max)     V       4.7     4.4     4.4     3.8     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   133.4   118.9   336.1   609.3   791.5   898.6   922.2
            V      86.9    82.7    83.2    75.5    63.9    52.2    37.0    25.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    86.9    82.7    83.2    75.5    64.5    53.8    43.6    33.7
            M       0.0   136.3   121.6   336.1   581.5   736.8   799.6   775.1
Total     : M+      0.0   291.9   260.2   738.8  1351.1  1775.9  2029.0  2101.9
            V     152.6   143.8   144.8   128.8   103.9    79.0    50.4    25.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   152.6   143.8   144.8   128.8   104.5    80.6    57.0    33.8
            M       0.0   294.8   262.9   738.8  1323.3  1721.3  1930.0  1954.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    43.10   50.37   57.63   64.90   69.45   69.17   71.67
Self wt.  : M     362.0   315.4   237.8   129.1    45.3    50.8     0.0
(Max)       V       4.3     8.5    12.8    17.1    19.8    19.6    21.1
DL-Prec.  : M      48.4    42.2    31.8    17.3     6.1     6.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.6     2.6     2.8
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
Deck +    : M     452.4   394.2   297.2   161.4    56.6    63.5     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.7    24.5    26.3
Diaphragm : M       4.0     3.0     2.0     1.0     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     182.2   158.8   119.7    65.0    22.8    25.6     0.0
DC(Max)     V       2.2     4.3     6.5     8.6     9.9     9.9    10.6
DL-Comp   : M      81.3    70.8    53.4    29.0    10.2    11.4     0.0
DW(Max)     V       1.0     1.9     2.9     3.8     4.4     4.4     4.7
LL + I    : M+    898.6   791.5   609.2   336.1   118.9   133.4     0.0
            V      37.0    52.2    63.9    75.5    83.2    82.7    86.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.6    53.8    64.5    75.5    83.2    82.7    86.9
            M     799.6   736.8   581.5   336.1   121.6   136.3    -0.0
Total     : M+   2028.9  1775.8  1351.1   738.8   260.2   291.9     0.0
            V      50.4    79.0   103.9   128.8   144.8   143.8   152.6
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    57.0    80.6   104.5   128.8   144.8   143.8   152.6
            M    1929.9  1721.2  1323.3   738.8   262.9   294.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.77   14.03   21.30   28.57   35.83
Self wt.  : M       0.0    63.5    56.6   161.4   297.2   394.3   452.5   471.9
(Max)       V      26.3    24.5    24.7    21.4    16.0    10.7     5.3     0.0
Self wt.  : M       0.0    45.8    40.8   116.2   214.0   283.9   325.8   339.8
(Min)       V      19.0    17.6    17.8    15.4    11.5     7.7     3.8     0.0
DL-Prec.  : M       0.0     8.5     7.6    21.6    39.7    52.7    60.5    63.1
DC(Max)     V       3.5     3.3     3.3     2.9     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     6.1     5.5    15.5    28.6    38.0    43.6    45.4
DC(Min)     V       2.5     2.4     2.4     2.1     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    79.4    70.8   201.7   371.5   492.8   565.5   589.8
Haunch (Max)V      32.9    30.6    30.9    26.7    20.0    13.4     6.7     0.0
Deck +    : M       0.0    57.2    51.0   145.2   267.5   354.8   407.2   424.6
Haunch (Min)V      23.7    22.0    22.2    19.2    14.4     9.6     4.8     0.0
Diaphragm : M       0.0     0.4     0.4     1.2     2.5     3.8     5.1     6.3
(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     0.9     1.8     2.8     3.7     4.6
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.0    28.5    81.2   149.6   198.5   227.8   237.5
DC(Max)     V      13.3    12.3    12.4    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    23.0    20.5    58.5   107.7   142.9   164.0   171.0
DC(Min)     V       9.5     8.9     9.0     7.7     5.8     3.9     1.9     0.0
DL-Comp   : M       0.0    17.1    15.3    43.5    80.1   106.2   121.9   127.1
DW(Max)     V       7.1     6.6     6.7     5.8     4.3     2.9     1.4     0.0
DL-Comp   : M       0.0     7.4     6.6    18.8    34.7    46.0    52.8    55.1
DW(Min)     V       3.1     2.9     2.9     2.5     1.9     1.2     0.6     0.0
LL + I    : M+      0.0   291.7   260.1   735.2  1332.7  1731.3  1965.7  2017.4
            V     190.1   180.9   181.9   165.2   139.7   114.3    80.9    55.5
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   190.1   180.9   181.9   165.2   141.0   117.7    95.3    73.6
            M       0.0   298.1   266.1   735.2  1272.0  1611.8  1749.1  1695.5
Total     : M+      0.0   492.8   439.2  1245.9  2273.4  2979.6  3399.1  3513.1
            V     273.4   258.4   260.1   232.8   190.5   148.2    98.0    55.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   273.4   258.4   260.1   232.8   191.8   151.6   112.3    73.8
            M       0.0   499.1   445.2  1245.9  2212.7  2860.0  3182.4  3191.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    43.10   50.37   57.63   64.90   69.45   69.17   71.67
Self wt.  : M     452.5   394.3   297.2   161.4    56.6    63.5     0.0
(Max)       V       5.3    10.7    16.0    21.4    24.7    24.5    26.3
Self wt.  : M     325.8   283.9   214.0   116.2    40.8    45.8     0.0
(Min)       V       3.8     7.7    11.5    15.4    17.8    17.6    19.0
DL-Prec.  : M      60.5    52.7    39.7    21.6     7.6     8.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.9     3.3     3.3     3.5
DL-Prec.  : M      43.6    38.0    28.6    15.5     5.5     6.1     0.0
DC(Min)     V       0.5     1.0     1.5     2.1     2.4     2.4     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     565.5   492.8   371.5   201.7    70.8    79.4     0.0
Haunch (Max)V       6.7    13.4    20.0    26.7    30.9    30.6    32.9
Deck +    : M     407.2   354.8   267.5   145.2    51.0    57.2     0.0
Haunch (Min)V       4.8     9.6    14.4    19.2    22.2    22.0    23.7
Diaphragm : M       5.0     3.8     2.5     1.2     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.6     2.7     1.8     0.9     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     227.8   198.5   149.6    81.2    28.5    32.0     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.4    12.3    13.3
DL-Comp   : M     164.0   142.9   107.7    58.5    20.5    23.0     0.0
DC(Min)     V       1.9     3.9     5.8     7.7     9.0     8.9     9.5
DL-Comp   : M     121.9   106.2    80.1    43.5    15.3    17.1     0.0
DW(Max)     V       1.4     2.9     4.3     5.8     6.7     6.6     7.1
DL-Comp   : M      52.8    46.0    34.7    18.8     6.6     7.4     0.0
DW(Min)     V       0.6     1.2     1.9     2.5     2.9     2.9     3.1
LL + I    : M+   1965.7  1731.3  1332.7   735.2   260.1   291.7     0.0
            V      80.9   114.3   139.7   165.2   181.9   180.9   190.1
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    95.3   117.7   141.0   165.2   181.9   180.9   190.1
            M    1749.1  1611.8  1272.0   735.2   266.1   298.1    -0.0
Total     : M+   3399.0  2979.5  2273.4  1245.8   439.2   492.7     0.0
            V      98.0   148.2   190.5   232.8   260.1   258.4   273.4
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   112.3   151.6   191.8   232.8   260.1   258.4   273.4
            M    3182.3  2860.0  2212.6  1245.8   445.2   499.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               26.3             26.3
Deck+Haunch            32.9             32.9
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.5              3.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.3             66.3
DL-Comp.(DW)           35.5             35.5
Live                  149.7            149.7
        Truck         109.6            109.6
        Lane           40.1             40.1
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.77   14.03   21.30   28.57   35.83
Self wt.  : M       0.0    50.8    45.3   129.1   237.8   315.4   362.0   377.5
(Max)       V      21.1    19.6    19.8    17.1    12.8     8.5     4.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.8     6.1    17.3    31.8    42.2    48.4    50.5
DC(Max)     V       2.8     2.6     2.6     2.3     1.7     1.1     0.6     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    63.5    56.6   161.4   297.2   394.2   452.4   471.8
Haunch (Max)V      26.3    24.5    24.7    21.4    16.0    10.7     5.3     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     1.0     2.0     3.1     4.1     5.1
(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    25.6    22.8    65.0   119.7   158.8   182.2   190.0
DC(Max)     V      10.6     9.9     9.9     8.6     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.4    10.2    29.0    53.4    70.8    81.3    84.7
DW(Max)     V       4.7     4.4     4.4     3.8     2.9     1.9     1.0     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   121.5   108.4   301.5   528.4   681.6   752.1   722.5
            V      92.5    87.9    88.4    80.1    67.7     1.9    40.3    27.9
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    92.5    87.9    88.4    80.1    67.7    55.3    43.1    32.0
            M       0.0   121.5   108.4   301.5   528.4   655.0   684.5   638.8
Total     : M+      0.0   280.0   249.7   704.2  1270.3  1666.0  1882.5  1902.2
            V     158.2   149.0   150.1   133.4   107.7    28.6    53.7    28.0
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   158.2   149.0   150.1   133.4   107.7    82.0    56.5    32.2
            M       0.0   280.0   249.7   704.2  1270.3  1639.5  1814.9  1818.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    43.10   50.37   57.63   64.90   69.45   69.17   71.67
Self wt.  : M     362.0   315.4   237.8   129.1    45.3    50.8     0.0
(Max)       V       4.3     8.5    12.8    17.1    19.8    19.6    21.1
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      48.4    42.2    31.8    17.3     6.1     6.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.6     2.6     2.8
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     452.4   394.2   297.2   161.4    56.6    63.5     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.7    24.5    26.3
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       4.0     3.0     2.0     1.0     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     182.2   158.8   119.7    65.0    22.8    25.6     0.0
DC(Max)     V       2.2     4.3     6.5     8.6     9.9     9.9    10.6
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      81.3    70.8    53.4    29.0    10.2    11.4     0.0
DW(Max)     V       1.0     1.9     2.9     3.8     4.4     4.4     4.7
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+    752.1   681.6   528.4   301.5   108.4   121.5     0.0
            V      40.3     1.9    67.7    80.1    88.4    87.9    92.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.1    55.3    67.7    80.1    88.4    87.9    92.5
            M     684.5   655.0   528.4   301.5   108.4   121.5     0.0
Total     : M+   1882.4  1666.0  1270.2   704.2   249.7   280.0     0.0
            V      53.7    28.6   107.7   133.4   150.1   149.0   158.2
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    56.5    82.0   107.7   133.4   150.1   149.0   158.2
            M    1814.8  1639.4  1270.2   704.2   249.7   280.0     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.27   14.53   21.80   29.07   36.33   25.43
 
Beam-Self
Precast-top    0.157   0.356   0.629   0.820   0.933   0.972   0.886 
Bottom        -0.124  -0.281  -0.493  -0.639  -0.725  -0.755  -0.689 
 
Prestress
Precast-top   -0.158  -0.354  -0.681  -1.002  -1.159  -1.159  -1.159 
Bottom         2.473   2.623   2.871   3.110   3.227   3.227   3.227 
 
Total
Precast-top   -0.002   0.002  -0.052  -0.182  -0.226  -0.187  -0.274 
Bottom         2.349   2.342   2.378   2.472   2.502   2.472   2.537 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.09 %)
             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    6.77   14.03   21.30   28.57   35.83
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.017   0.047   0.086   0.114   0.131   0.136 
Precast-top   -0.007   0.182   0.170   0.504   0.895   1.088   1.234   1.332 
Bottom         0.364   1.887   1.715   1.582   1.205   1.006   0.865   0.779 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.27   14.53   21.80   29.07   36.33   25.43
 
Beam-Self
Precast-top    0.157   0.356   0.629   0.820   0.933   0.972   0.886 
Bottom        -0.124  -0.281  -0.493  -0.639  -0.725  -0.755  -0.689 
 
Prestress
Precast-top   -0.158  -0.354  -0.681  -1.002  -1.159  -1.159  -1.159 
Bottom         2.473   2.623   2.871   3.110   3.227   3.227   3.227 
 
Total
Precast-top   -0.002   0.002  -0.052  -0.182  -0.226  -0.187  -0.274 
Bottom         2.349   2.342   2.378   2.472   2.502   2.472   2.537 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.225   0.000   0.169 
Ast_prvd, in2  0.440   0.000   0.000   0.000   0.000*  0.000   0.000*


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.09 %)
             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    6.77   14.03   21.30   28.57   35.83
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 

 
 
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    6.77   14.03   21.30   28.57   35.83
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.070   0.063   0.175   0.307   0.396   0.439   0.427 
Precast-top   -0.003   0.129   0.119   0.347   0.613   0.757   0.851   0.891 
Bottom         0.182   0.809   0.737   0.459   0.024  -0.238  -0.382  -0.393 
 

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
    273.4    9.0   49.5    0.331   2.8   6.00e-3 50.0    271.0     1.309    0.533      1.95
      0.0    0.4   49.3     31.5 0.113      30.0 0.87    24.00     0.139    0.471*
Transfer:   3.00
    258.4    9.0   49.5    1.984  16.6   1.92e-3 35.7    204.2     0.607    1.067      0.00
    499.1    2.2   48.4    189.0 0.103      66.3 1.97    24.00     0.139    1.539 
Critical:   4.53
    249.1    9.0   49.5    2.166  16.6   0.90e-3 32.2    163.8     0.426    0.686      0.00
    766.6    2.4   48.3    189.0 0.100      96.4 2.86    24.00     0.139    1.360 
0.1L    :   7.27
    232.8    9.0   49.5    2.488  16.6   0.80e-3 31.8    141.3     0.364    0.671      0.00
   1245.9    2.8   48.2    189.0 0.093     100.8 3.00    24.00     0.139    1.461 
0.2L    :  14.53
    191.8    9.0   45.8    3.906  16.6   0.35e-3 30.2     79.7     0.210    0.505      0.00
   2212.7    3.4   44.1    189.0 0.083     116.9 3.80    24.00     0.139    1.524 
0.3L    :  21.80
    151.6    9.0   47.9    3.906  16.6   1.25e-3 33.4     71.9     0.205    0.253      0.00
   2860.0    3.4   46.3    189.0 0.061      80.0 2.48    24.00     0.139    1.100 
0.4L    :  29.07
    112.3    9.0   49.0    3.906   0.0   1.62e-3 34.7     53.4     0.156    0.253      0.00
   3182.4    3.4   47.3    189.0 0.049      71.4 2.16    24.00     0.139    1.265 
0.5L    :  36.33
     73.8    9.0   49.0    3.906   0.0   1.30e-3 33.5      1.7     0.139    0.253      0.00
   3191.2    3.4   47.3    189.0 0.032      80.3 2.43    24.00     0.139    2.079 
0.6L    :  43.60
    112.3    9.0   49.0    3.906   0.0   1.62e-3 34.7     53.4     0.156    0.253      0.00
   3182.3    3.4   47.3    189.0 0.049      71.4 2.16    24.00     0.139    1.265 
0.7L    :  50.87
    151.6    9.0   47.9    3.906  16.6   1.25e-3 33.4     71.9     0.205    0.253      0.00
   2860.0    3.4   46.3    189.0 0.061      80.0 2.48    24.00     0.139    1.100 
0.8L    :  58.13
    191.8    9.0   45.8    3.906  16.6   0.35e-3 30.2     79.7     0.210    0.505      0.00
   2212.6    3.4   44.1    189.0 0.083     116.9 3.80    24.00     0.139    1.524 
0.9L    :  65.40
    232.8    9.0   49.5    2.488  16.6   0.80e-3 31.8    141.3     0.364    0.671      0.00
   1245.8    2.8   48.2    189.0 0.093     100.8 3.00    24.00     0.139    1.461 
Critical:  68.14
    249.1    9.0   49.5    2.166  16.6   0.90e-3 32.2    163.8     0.426    0.686      0.00
    766.6    2.4   48.3    189.0 0.100      96.4 2.86    24.00     0.139    1.360 
Transfer:  69.67
    258.4    9.0   49.5    1.984  16.6   1.92e-3 35.7    204.2     0.607    1.067      0.00
    499.1    2.2   48.4    189.0 0.103      66.3 1.97    24.00     0.139    1.539 
Bearing :  72.17
    273.4    9.0   49.5    0.331   2.8   6.00e-3 50.0    271.0     1.309    0.533      1.95
      0.0    0.4   49.3     31.5 0.113      30.0 0.87    24.00     0.139    0.471*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.53
 
 
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
    273.4      6.16     49.54    0.37       49.35    24.00      0.120      1.752      0.559      0.533*
Transfer:      2.50
    258.4      5.93     49.54    2.21       48.43    24.00      0.120      1.676      0.514      0.533 
Critical:      4.03
    249.2      5.73     49.54    2.41       48.33    24.00      0.120      1.610      0.474      0.343*
0.1L    :      6.77
    232.8      5.37     49.54    2.76       48.15    24.00      0.120      1.491      0.402      0.343*
0.2L    :     14.03
    191.8      4.83     45.79    3.36       44.11    24.00      0.120      1.310      0.294      0.253*
0.3L    :     21.30
    151.6      3.64     47.95    3.37       46.27    24.00      0.120      0.914      0.056      0.253 
0.4L    :     28.57
    112.3      2.64     49.03    3.37       47.34    24.00      0.120      0.579      0.000      0.253 
0.5L    :     35.83
     73.8      1.73     49.03    3.37       47.34    24.00      0.120      0.277      0.000      0.253 
0.6L    :     43.10
    112.3      2.64     49.03    3.37       47.34    24.00      0.120      0.579      0.000      0.253 
0.7L    :     50.37
    151.6      3.64     47.95    3.37       46.27    24.00      0.120      0.914      0.056      0.253 
0.8L    :     57.63
    191.8      4.83     45.79    3.36       44.11    24.00      0.120      1.310      0.294      0.253*
0.9L    :     64.90
    232.8      5.37     49.54    2.76       48.15    24.00      0.120      1.491      0.402      0.343*
Critical:     67.64
    249.2      5.73     49.54    2.41       48.33    24.00      0.120      1.610      0.474      0.343*
Transfer:     69.17
    258.4      5.93     49.54    2.21       48.43    24.00      0.120      1.676      0.514      0.533 
Bearing :     71.67
    273.4      6.16     49.54    0.37       49.35    24.00      0.120      1.752      0.559      0.533*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.77 ft
Prestress      :       0.641  1.80      1.154  2.20      1.410
Self Wt.       :      -0.213  1.85     -0.393  2.40     -0.510
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          :       0.428            0.760            0.900
 
At 0.2 x L = 14.03 ft
Prestress      :       1.161  1.80      2.090  2.20      2.555
Self Wt.       :      -0.399  1.85     -0.738  2.40     -0.958
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          :       0.762            1.352            1.597
 
At 0.3 x L = 21.30 ft
Prestress      :       1.538  1.80      2.768  2.20      3.383
Self Wt.       :      -0.541  1.85     -1.001  2.40     -1.299
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          :       0.996            1.767            2.084
 
At 0.4 x L = 28.57 ft
Prestress      :       1.767  1.80      3.180  2.20      3.887
Self Wt.       :      -0.630  1.85     -1.166  2.40     -1.513
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          :       1.136            2.014            2.374
 
At 0.5 x L = 35.83 ft
Prestress      :       1.847  1.80      3.325  2.20      4.064
Self Wt.       :      -0.662  1.85     -1.224  2.40     -1.588
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          :       1.186            2.101            2.476
 
At 0.6 x L = 43.10 ft
Prestress      :       1.767  1.80      3.180  2.20      3.887
Self Wt.       :      -0.630  1.85     -1.166  2.40     -1.513
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          :       1.136            2.014            2.374
 
At 0.7 x L = 50.37 ft
Prestress      :       1.538  1.80      2.768  2.20      3.383
Self Wt.       :      -0.541  1.85     -1.001  2.40     -1.299
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          :       0.996            1.767            2.084
 
At 0.8 x L = 57.63 ft
Prestress      :       1.161  1.80      2.090  2.20      2.555
Self Wt.       :      -0.399  1.85     -0.738  2.40     -0.958
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          :       0.762            1.352            1.597
 
At 0.9 x L = 64.90 ft
Prestress      :       0.641  1.80      1.154  2.20      1.410
Self Wt.       :      -0.213  1.85     -0.393  2.40     -0.510
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          :       0.428            0.760            0.900
 

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
   492.8    42.4  2.551  265.4    2.6   2.21   2327.0  0.056T 1.00       -       -     -     -  
H/2     :   2.22
   439.2    42.3  2.311  265.8    2.4   2.01   2113.1  0.062T 1.00       -       -     -     -  
0.1L    :   6.77
  1245.9    43.6  3.198  264.4    3.3   2.76   2977.1  0.044T 1.00       -       -     -     -  
0.2L    :  14.03
  2273.4    45.8  3.906  263.5    4.0   3.36   3782.7  0.036T 1.00    396.1   396.1    9.55    -  
0.3L    :  21.30
  2979.6    47.9  3.906  263.8    4.0   3.37   3972.0  0.036T 1.00    259.4   259.4   15.31    -  
0.4L    :  28.57
  3399.1    49.0  3.906  263.9    4.0   3.37   4066.6  0.036T 1.00    178.2   178.2   22.82    -  
0.5L    :  35.83
  3513.1    49.0  3.906  263.9    4.0   3.37   4066.6  0.036T 1.00    148.0   148.0   27.48    -  
0.6L    :  43.10
  3399.0    49.0  3.906  263.9    4.0   3.37   4066.6  0.036T 1.00    178.3   178.3   22.81    -  
0.7L    :  50.37
  2979.5    47.9  3.906  263.8    4.0   3.37   3972.0  0.036T 1.00    259.4   259.4   15.31    -  
0.8L    :  57.63
  2273.4    45.8  3.906  263.5    4.0   3.36   3782.7  0.036T 1.00    396.1   396.1    9.55    -  
0.9L    :  64.90
  1245.8    43.6  3.198  264.4    3.3   2.76   2977.1  0.044T 1.00       -       -     -     -  
H/2     :  69.45
   439.2    42.3  2.311  265.8    2.4   2.01   2113.1  0.062T 1.00       -       -     -     -  
Transfer:  69.17
   492.7    42.4  2.551  265.4    2.6   2.21   2327.0  0.056T 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 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.021
        M   2.00 Fb     0.278
 
  2   2 E  42.00 Ft     0.451
        M   8.00 Fb     0.164
 
  3   2 E  38.00 Ft     0.851
        M   4.00 Fb     0.107
 
  4   2 E   6.00 Ft     0.745
        M   6.00 Fb     0.452
 
  5   2 E   6.00 Ft     0.639
        M   6.00 Fb     0.797
 
  6   2 E   4.00 Ft     0.497
        M   4.00 Fb     1.171
 
  7   2 E   4.00 Ft     0.355
        M   4.00 Fb     1.544
 
  8   2 E   2.00 Ft     0.177
        M   2.00 Fb     1.947
 
  9   2 E   2.00 Ft    -0.002
        M   2.00 Fb     2.349
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 72.67            Release Length, ft: 72.67
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   4           No. of strands, Straight:  14
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  6.50 %               Final losses: 12.80 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.537     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.274     Depress
      Precast Top w/ reinf. (tension)      -0.540           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4066.62     3513.13     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  -0.000     Bearing    1.800   0.136     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   1.332     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.887    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.470  -0.000     Bearing
    Pre.Bot:  -0.470  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.891     Midspan
    Pre.Bot:                                                             2.400   0.809    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.83 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.847  1.80      3.325  2.20      4.064
Self Wt.       :      -0.662  1.85     -1.224  2.40     -1.588
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          :       1.186            2.101            2.476
 
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   71.67
     DC  Line       0.070      0.00       0.070   71.67
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    35.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 72.667 ft
Release length = 72.667 ft
Design  length = 71.667 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)  : 0.657   (Calculated)    
Live Moment (1  lane  loaded)  : 0.476   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.022   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.856   (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           1181.6 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           369156 in4#
Ht. of c.g.           =        20.23 in             35.43 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 = 0.8748

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     6.77    14.03    21.30    28.57    35.83
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    567.9    584.8    582.9    584.8    584.8    584.8    584.8    584.8
  Yb      ,  in    20.18    19.91    19.94    19.86    19.79    19.71    19.67    19.67
  MI(Ixx) , in4   116603   118068   117884   118564   119555   120728   121384   121384
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1184.8   1200.6   1198.8   1200.6   1200.6   1200.6   1200.6   1200.6
  Yb      ,  in    35.36    35.04    35.08    35.02    34.99    34.95    34.94    34.94
  MI(Ixx) , in4   370937   380371   379265   381559   383721   386056   387289   387289

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 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           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 25.43 ft from member end )
END PATTERN (Ycg = 11.78 in):
     6 @  2.000 in     4 @  4.000 in     4 @  6.000 in     2 @ 38.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.22 in):
(A) Draped:
     2 @  4.000 in     2 @  8.000 in
(B) Straight:
     6 @  2.000 in     4 @  4.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.926 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.907 ft
Holddown Force        =  18.838 kips     Beam Shrtng (PL/AE)   =      0.249 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)       
-------------------------------------------------------------------------------------
      1309.265         740 968.856     10.551 42729.801   495.051      14.974        
 
 
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      3.8960    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.5200      1.6460     No
      2      US#4[M13]       60.00        0.40       9.00       0.5200      3.5200     No
      2      US#4[M13]       60.00        0.40      11.50       3.5200      4.4790     No
      2      US#4[M13]       60.00        0.40      14.00       4.4790      6.8130     No
      2      US#4[M13]       60.00        0.40      14.63       6.8130      8.0351     No
      2      US#4[M13]       60.00        0.40      17.12       8.0351      9.4619     No
      2      US#4[M13]       60.00        0.40      19.00       9.4619     17.3750     No
      2      US#4[M13]       60.00        0.40      14.00       3.8960      7.3960    Yes
      2      US#4[M13]       60.00        0.40      15.25       7.3960      8.6670    Yes
      2      US#4[M13]       60.00        0.40      19.00       8.6670     64.0000    Yes
      2      US#4[M13]       60.00        0.40      15.25      64.0000     65.2710    Yes
      2      US#4[M13]       60.00        0.40      14.00      65.2710     68.7710    Yes
      2      US#4[M13]       60.00        0.40      19.00      55.2920     63.2051     No
      2      US#4[M13]       60.00        0.40      17.12      63.2051     64.6319     No
      2      US#4[M13]       60.00        0.40      14.63      64.6319     65.8540     No
      2      US#4[M13]       60.00        0.40      14.00      65.8540     68.1880     No
      2      US#4[M13]       60.00        0.40      11.50      68.1880     69.1470     No
      2      US#4[M13]       60.00        0.40       9.00      69.1470     72.1470     No
      2      US#6[M19]       60.00        0.88       4.50      71.0210     72.1470     No
      2      US#4[M13]       60.00        0.40       9.00      68.7710     72.5213    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#6[M19]           2.50 0.440  0.0000  5.0000       3.00 
      1 US#6[M19]           2.50 0.440 67.6670 72.6670       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  4.22 in
         P_init    =      765.7 kips  Ecc = 16.01 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.75 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.055 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.71 ksi    0.00 ksi
    due to Composite Loads                                 -1.53 ksi    0.00 ksi
    due to Live Loads                                      -5.13 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                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        11.30 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.75 ksi  ( 6.50 %)            12.34 ksi ( 6.29 %)
Total Prestress Losses                                    25.09 ksi (12.80 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.77   14.03   21.30   28.57   35.83
Self wt.  : M       0.0    50.8    45.3   129.1   237.8   315.4   362.0   377.5
(Max)       V      21.1    19.6    19.8    17.1    12.8     8.5     4.3     0.0
DL-Prec.  : M       0.0     6.8     6.1    17.3    31.8    42.2    48.4    50.5
DC(Max)     V       2.8     2.6     2.6     2.3     1.7     1.1     0.6     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    63.5    56.6   161.4   297.2   394.2   452.4   471.8
Haunch (Max)V      26.3    24.5    24.7    21.4    16.0    10.7     5.3     0.0
Diaphragm : M       0.0     0.4     0.3     1.0     2.0     3.1     4.1     5.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.6    22.8    65.0   119.7   158.8   182.2   190.0
DC(Max)     V      10.6     9.9     9.9     8.6     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0    11.4    10.2    29.0    53.4    70.8    81.3    84.7
DW(Max)     V       4.7     4.4     4.4     3.8     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   166.7   148.6   420.1   761.6   989.3  1123.3  1152.8
            V     108.6   103.4   103.9    94.4    79.8    65.3    46.2    31.7
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   108.6   103.4   103.9    94.4    80.6    67.3    54.4    42.1
            M       0.0   170.3   152.1   420.1   726.8   921.0   999.5   968.8
Total     : M+      0.0   325.2   289.9   822.8  1503.4  1973.8  2253.7  2332.4
            V     174.3   164.5   165.6   147.7   119.9    92.0    59.7    31.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   174.3   164.5   165.6   147.7   120.6    94.0    67.9    42.2
            M       0.0   328.9   293.3   822.8  1468.7  1905.5  2129.9  2148.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    43.10   50.37   57.63   64.90   69.45   69.17   71.67
Self wt.  : M     362.0   315.4   237.8   129.1    45.3    50.8     0.0
(Max)       V       4.3     8.5    12.8    17.1    19.8    19.6    21.1
DL-Prec.  : M      48.4    42.2    31.8    17.3     6.1     6.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.6     2.6     2.8
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
Deck +    : M     452.4   394.2   297.2   161.4    56.6    63.5     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.7    24.5    26.3
Diaphragm : M       4.0     3.0     2.0     1.0     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     182.2   158.8   119.7    65.0    22.8    25.6     0.0
DC(Max)     V       2.2     4.3     6.5     8.6     9.9     9.9    10.6
DL-Comp   : M      81.3    70.8    53.4    29.0    10.2    11.4     0.0
DW(Max)     V       1.0     1.9     2.9     3.8     4.4     4.4     4.7
LL + I    : M+   1123.3   989.3   761.6   420.1   148.6   166.7     0.0
            V      46.2    65.3    79.8    94.4   103.9   103.4   108.6
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    54.4    67.3    80.6    94.4   103.9   103.4   108.6
            M     999.5   921.0   726.8   420.1   152.1   170.3    -0.0
Total     : M+   2253.6  1973.7  1503.4   822.8   289.9   325.2     0.0
            V      59.7    92.0   119.9   147.7   165.6   164.5   174.3
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    67.9    94.0   120.6   147.7   165.6   164.5   174.3
            M    2129.8  1905.4  1468.7   822.8   293.3   328.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.1             21.1
Deck+Haunch            26.3             26.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.8              2.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           53.0             53.0
DL-Comp.(DW)           23.7             23.7
Live                   85.6             85.6
        Truck          62.6             62.6
        Lane           22.9             22.9
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.77   14.03   21.30   28.57   35.83
Self wt.  : M       0.0    50.8    45.3   129.1   237.8   315.4   362.0   377.5
(Max)       V      21.1    19.6    19.8    17.1    12.8     8.5     4.3     0.0
DL-Prec.  : M       0.0     6.8     6.1    17.3    31.8    42.2    48.4    50.5
DC(Max)     V       2.8     2.6     2.6     2.3     1.7     1.1     0.6     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    63.5    56.6   161.4   297.2   394.2   452.4   471.8
Haunch (Max)V      26.3    24.5    24.7    21.4    16.0    10.7     5.3     0.0
Diaphragm : M       0.0     0.4     0.3     1.0     2.0     3.1     4.1     5.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.6    22.8    65.0   119.7   158.8   182.2   190.0
DC(Max)     V      10.6     9.9     9.9     8.6     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0    11.4    10.2    29.0    53.4    70.8    81.3    84.7
DW(Max)     V       4.7     4.4     4.4     3.8     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   133.4   118.9   336.1   609.3   791.5   898.6   922.2
            V      86.9    82.7    83.2    75.5    63.9    52.2    37.0    25.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    86.9    82.7    83.2    75.5    64.5    53.8    43.6    33.7
            M       0.0   136.3   121.6   336.1   581.5   736.8   799.6   775.1
Total     : M+      0.0   291.9   260.2   738.8  1351.1  1775.9  2029.0  2101.9
            V     152.6   143.8   144.8   128.8   103.9    79.0    50.4    25.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   152.6   143.8   144.8   128.8   104.5    80.6    57.0    33.8
            M       0.0   294.8   262.9   738.8  1323.3  1721.3  1930.0  1954.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    43.10   50.37   57.63   64.90   69.45   69.17   71.67
Self wt.  : M     362.0   315.4   237.8   129.1    45.3    50.8     0.0
(Max)       V       4.3     8.5    12.8    17.1    19.8    19.6    21.1
DL-Prec.  : M      48.4    42.2    31.8    17.3     6.1     6.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.6     2.6     2.8
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
Deck +    : M     452.4   394.2   297.2   161.4    56.6    63.5     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.7    24.5    26.3
Diaphragm : M       4.0     3.0     2.0     1.0     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     182.2   158.8   119.7    65.0    22.8    25.6     0.0
DC(Max)     V       2.2     4.3     6.5     8.6     9.9     9.9    10.6
DL-Comp   : M      81.3    70.8    53.4    29.0    10.2    11.4     0.0
DW(Max)     V       1.0     1.9     2.9     3.8     4.4     4.4     4.7
LL + I    : M+    898.6   791.5   609.2   336.1   118.9   133.4     0.0
            V      37.0    52.2    63.9    75.5    83.2    82.7    86.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.6    53.8    64.5    75.5    83.2    82.7    86.9
            M     799.6   736.8   581.5   336.1   121.6   136.3    -0.0
Total     : M+   2028.9  1775.8  1351.1   738.8   260.2   291.9     0.0
            V      50.4    79.0   103.9   128.8   144.8   143.8   152.6
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    57.0    80.6   104.5   128.8   144.8   143.8   152.6
            M    1929.9  1721.2  1323.3   738.8   262.9   294.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.77   14.03   21.30   28.57   35.83
Self wt.  : M       0.0    63.5    56.6   161.4   297.2   394.3   452.5   471.9
(Max)       V      26.3    24.5    24.7    21.4    16.0    10.7     5.3     0.0
Self wt.  : M       0.0    45.8    40.8   116.2   214.0   283.9   325.8   339.8
(Min)       V      19.0    17.6    17.8    15.4    11.5     7.7     3.8     0.0
DL-Prec.  : M       0.0     8.5     7.6    21.6    39.7    52.7    60.5    63.1
DC(Max)     V       3.5     3.3     3.3     2.9     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     6.1     5.5    15.5    28.6    38.0    43.6    45.4
DC(Min)     V       2.5     2.4     2.4     2.1     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    79.4    70.8   201.7   371.5   492.8   565.5   589.8
Haunch (Max)V      32.9    30.6    30.9    26.7    20.0    13.4     6.7     0.0
Deck +    : M       0.0    57.2    51.0   145.2   267.5   354.8   407.2   424.6
Haunch (Min)V      23.7    22.0    22.2    19.2    14.4     9.6     4.8     0.0
Diaphragm : M       0.0     0.4     0.4     1.2     2.5     3.8     5.1     6.3
(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     0.9     1.8     2.8     3.7     4.6
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.0    28.5    81.2   149.6   198.5   227.8   237.5
DC(Max)     V      13.3    12.3    12.4    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    23.0    20.5    58.5   107.7   142.9   164.0   171.0
DC(Min)     V       9.5     8.9     9.0     7.7     5.8     3.9     1.9     0.0
DL-Comp   : M       0.0    17.1    15.3    43.5    80.1   106.2   121.9   127.1
DW(Max)     V       7.1     6.6     6.7     5.8     4.3     2.9     1.4     0.0
DL-Comp   : M       0.0     7.4     6.6    18.8    34.7    46.0    52.8    55.1
DW(Min)     V       3.1     2.9     2.9     2.5     1.9     1.2     0.6     0.0
LL + I    : M+      0.0   291.7   260.1   735.2  1332.7  1731.3  1965.7  2017.4
            V     190.1   180.9   181.9   165.2   139.7   114.3    80.9    55.5
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   190.1   180.9   181.9   165.2   141.0   117.7    95.3    73.6
            M       0.0   298.1   266.1   735.2  1272.0  1611.8  1749.1  1695.5
Total     : M+      0.0   492.8   439.2  1245.9  2273.4  2979.6  3399.1  3513.1
            V     273.4   258.4   260.1   232.8   190.5   148.2    98.0    55.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   273.4   258.4   260.1   232.8   191.8   151.6   112.3    73.8
            M       0.0   499.1   445.2  1245.9  2212.7  2860.0  3182.4  3191.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    43.10   50.37   57.63   64.90   69.45   69.17   71.67
Self wt.  : M     452.5   394.3   297.2   161.4    56.6    63.5     0.0
(Max)       V       5.3    10.7    16.0    21.4    24.7    24.5    26.3
Self wt.  : M     325.8   283.9   214.0   116.2    40.8    45.8     0.0
(Min)       V       3.8     7.7    11.5    15.4    17.8    17.6    19.0
DL-Prec.  : M      60.5    52.7    39.7    21.6     7.6     8.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.9     3.3     3.3     3.5
DL-Prec.  : M      43.6    38.0    28.6    15.5     5.5     6.1     0.0
DC(Min)     V       0.5     1.0     1.5     2.1     2.4     2.4     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     565.5   492.8   371.5   201.7    70.8    79.4     0.0
Haunch (Max)V       6.7    13.4    20.0    26.7    30.9    30.6    32.9
Deck +    : M     407.2   354.8   267.5   145.2    51.0    57.2     0.0
Haunch (Min)V       4.8     9.6    14.4    19.2    22.2    22.0    23.7
Diaphragm : M       5.0     3.8     2.5     1.2     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.6     2.7     1.8     0.9     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     227.8   198.5   149.6    81.2    28.5    32.0     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.4    12.3    13.3
DL-Comp   : M     164.0   142.9   107.7    58.5    20.5    23.0     0.0
DC(Min)     V       1.9     3.9     5.8     7.7     9.0     8.9     9.5
DL-Comp   : M     121.9   106.2    80.1    43.5    15.3    17.1     0.0
DW(Max)     V       1.4     2.9     4.3     5.8     6.7     6.6     7.1
DL-Comp   : M      52.8    46.0    34.7    18.8     6.6     7.4     0.0
DW(Min)     V       0.6     1.2     1.9     2.5     2.9     2.9     3.1
LL + I    : M+   1965.7  1731.3  1332.7   735.2   260.1   291.7     0.0
            V      80.9   114.3   139.7   165.2   181.9   180.9   190.1
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    95.3   117.7   141.0   165.2   181.9   180.9   190.1
            M    1749.1  1611.8  1272.0   735.2   266.1   298.1    -0.0
Total     : M+   3399.0  2979.5  2273.4  1245.8   439.2   492.7     0.0
            V      98.0   148.2   190.5   232.8   260.1   258.4   273.4
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   112.3   151.6   191.8   232.8   260.1   258.4   273.4
            M    3182.3  2860.0  2212.6  1245.8   445.2   499.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               26.3             26.3
Deck+Haunch            32.9             32.9
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.5              3.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.3             66.3
DL-Comp.(DW)           35.5             35.5
Live                  149.7            149.7
        Truck         109.6            109.6
        Lane           40.1             40.1
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.77   14.03   21.30   28.57   35.83
Self wt.  : M       0.0    50.8    45.3   129.1   237.8   315.4   362.0   377.5
(Max)       V      21.1    19.6    19.8    17.1    12.8     8.5     4.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.8     6.1    17.3    31.8    42.2    48.4    50.5
DC(Max)     V       2.8     2.6     2.6     2.3     1.7     1.1     0.6     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    63.5    56.6   161.4   297.2   394.2   452.4   471.8
Haunch (Max)V      26.3    24.5    24.7    21.4    16.0    10.7     5.3     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     1.0     2.0     3.1     4.1     5.1
(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    25.6    22.8    65.0   119.7   158.8   182.2   190.0
DC(Max)     V      10.6     9.9     9.9     8.6     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.4    10.2    29.0    53.4    70.8    81.3    84.7
DW(Max)     V       4.7     4.4     4.4     3.8     2.9     1.9     1.0     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   121.5   108.4   301.5   528.4   681.6   752.1   722.5
            V      92.5    87.9    88.4    80.1    67.7     1.9    40.3    27.9
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    92.5    87.9    88.4    80.1    67.7    55.3    43.1    32.0
            M       0.0   121.5   108.4   301.5   528.4   655.0   684.5   638.8
Total     : M+      0.0   280.0   249.7   704.2  1270.3  1666.0  1882.5  1902.2
            V     158.2   149.0   150.1   133.4   107.7    28.6    53.7    28.0
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   158.2   149.0   150.1   133.4   107.7    82.0    56.5    32.2
            M       0.0   280.0   249.7   704.2  1270.3  1639.5  1814.9  1818.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    43.10   50.37   57.63   64.90   69.45   69.17   71.67
Self wt.  : M     362.0   315.4   237.8   129.1    45.3    50.8     0.0
(Max)       V       4.3     8.5    12.8    17.1    19.8    19.6    21.1
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      48.4    42.2    31.8    17.3     6.1     6.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.6     2.6     2.8
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     452.4   394.2   297.2   161.4    56.6    63.5     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.7    24.5    26.3
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       4.0     3.0     2.0     1.0     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     182.2   158.8   119.7    65.0    22.8    25.6     0.0
DC(Max)     V       2.2     4.3     6.5     8.6     9.9     9.9    10.6
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      81.3    70.8    53.4    29.0    10.2    11.4     0.0
DW(Max)     V       1.0     1.9     2.9     3.8     4.4     4.4     4.7
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+    752.1   681.6   528.4   301.5   108.4   121.5     0.0
            V      40.3     1.9    67.7    80.1    88.4    87.9    92.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.1    55.3    67.7    80.1    88.4    87.9    92.5
            M     684.5   655.0   528.4   301.5   108.4   121.5     0.0
Total     : M+   1882.4  1666.0  1270.2   704.2   249.7   280.0     0.0
            V      53.7    28.6   107.7   133.4   150.1   149.0   158.2
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    56.5    82.0   107.7   133.4   150.1   149.0   158.2
            M    1814.8  1639.4  1270.2   704.2   249.7   280.0     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.27   14.53   21.80   29.07   36.33   25.43
 
Beam-Self
Precast-top    0.157   0.356   0.629   0.820   0.933   0.972   0.886 
Bottom        -0.124  -0.281  -0.493  -0.639  -0.725  -0.755  -0.689 
 
Prestress
Precast-top   -0.158  -0.354  -0.681  -1.002  -1.159  -1.159  -1.159 
Bottom         2.473   2.623   2.871   3.110   3.227   3.227   3.227 
 
Total
Precast-top   -0.002   0.002  -0.052  -0.182  -0.226  -0.187  -0.274 
Bottom         2.349   2.342   2.378   2.472   2.502   2.472   2.537 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.09 %)
             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    6.77   14.03   21.30   28.57   35.83
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.017   0.047   0.086   0.114   0.131   0.136 
Precast-top   -0.007   0.182   0.170   0.504   0.895   1.088   1.234   1.332 
Bottom         0.364   1.887   1.715   1.582   1.205   1.006   0.865   0.779 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.27   14.53   21.80   29.07   36.33   25.43
 
Beam-Self
Precast-top    0.157   0.356   0.629   0.820   0.933   0.972   0.886 
Bottom        -0.124  -0.281  -0.493  -0.639  -0.725  -0.755  -0.689 
 
Prestress
Precast-top   -0.158  -0.354  -0.681  -1.002  -1.159  -1.159  -1.159 
Bottom         2.473   2.623   2.871   3.110   3.227   3.227   3.227 
 
Total
Precast-top   -0.002   0.002  -0.052  -0.182  -0.226  -0.187  -0.274 
Bottom         2.349   2.342   2.378   2.472   2.502   2.472   2.537 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.225   0.000   0.169 
Ast_prvd, in2  0.440   0.000   0.000   0.000   0.000*  0.000   0.000*


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.09 %)
             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    6.77   14.03   21.30   28.57   35.83
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 

 
 
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    6.77   14.03   21.30   28.57   35.83
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.070   0.063   0.175   0.307   0.396   0.439   0.427 
Precast-top   -0.003   0.129   0.119   0.347   0.613   0.757   0.851   0.891 
Bottom         0.182   0.809   0.737   0.459   0.024  -0.238  -0.382  -0.393 
 

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
    273.4    9.0   49.5    0.331   2.8   6.00e-3 50.0    271.0     1.309    0.533      1.95
      0.0    0.4   49.3     31.5 0.113      30.0 0.87    24.00     0.139    0.471*
Transfer:   3.00
    258.4    9.0   49.5    1.984  16.6   1.92e-3 35.7    204.2     0.607    1.067      0.00
    499.1    2.2   48.4    189.0 0.103      66.3 1.97    24.00     0.139    1.539 
Critical:   4.53
    249.1    9.0   49.5    2.166  16.6   0.90e-3 32.2    163.8     0.426    0.686      0.00
    766.6    2.4   48.3    189.0 0.100      96.4 2.86    24.00     0.139    1.360 
0.1L    :   7.27
    232.8    9.0   49.5    2.488  16.6   0.80e-3 31.8    141.3     0.364    0.671      0.00
   1245.9    2.8   48.2    189.0 0.093     100.8 3.00    24.00     0.139    1.461 
0.2L    :  14.53
    191.8    9.0   45.8    3.906  16.6   0.35e-3 30.2     79.7     0.210    0.505      0.00
   2212.7    3.4   44.1    189.0 0.083     116.9 3.80    24.00     0.139    1.524 
0.3L    :  21.80
    151.6    9.0   47.9    3.906  16.6   1.25e-3 33.4     71.9     0.205    0.253      0.00
   2860.0    3.4   46.3    189.0 0.061      80.0 2.48    24.00     0.139    1.100 
0.4L    :  29.07
    112.3    9.0   49.0    3.906   0.0   1.62e-3 34.7     53.4     0.156    0.253      0.00
   3182.4    3.4   47.3    189.0 0.049      71.4 2.16    24.00     0.139    1.265 
0.5L    :  36.33
     73.8    9.0   49.0    3.906   0.0   1.30e-3 33.5      1.7     0.139    0.253      0.00
   3191.2    3.4   47.3    189.0 0.032      80.3 2.43    24.00     0.139    2.079 
0.6L    :  43.60
    112.3    9.0   49.0    3.906   0.0   1.62e-3 34.7     53.4     0.156    0.253      0.00
   3182.3    3.4   47.3    189.0 0.049      71.4 2.16    24.00     0.139    1.265 
0.7L    :  50.87
    151.6    9.0   47.9    3.906  16.6   1.25e-3 33.4     71.9     0.205    0.253      0.00
   2860.0    3.4   46.3    189.0 0.061      80.0 2.48    24.00     0.139    1.100 
0.8L    :  58.13
    191.8    9.0   45.8    3.906  16.6   0.35e-3 30.2     79.7     0.210    0.505      0.00
   2212.6    3.4   44.1    189.0 0.083     116.9 3.80    24.00     0.139    1.524 
0.9L    :  65.40
    232.8    9.0   49.5    2.488  16.6   0.80e-3 31.8    141.3     0.364    0.671      0.00
   1245.8    2.8   48.2    189.0 0.093     100.8 3.00    24.00     0.139    1.461 
Critical:  68.14
    249.1    9.0   49.5    2.166  16.6   0.90e-3 32.2    163.8     0.426    0.686      0.00
    766.6    2.4   48.3    189.0 0.100      96.4 2.86    24.00     0.139    1.360 
Transfer:  69.67
    258.4    9.0   49.5    1.984  16.6   1.92e-3 35.7    204.2     0.607    1.067      0.00
    499.1    2.2   48.4    189.0 0.103      66.3 1.97    24.00     0.139    1.539 
Bearing :  72.17
    273.4    9.0   49.5    0.331   2.8   6.00e-3 50.0    271.0     1.309    0.533      1.95
      0.0    0.4   49.3     31.5 0.113      30.0 0.87    24.00     0.139    0.471*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.53
 
 
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
    273.4      6.16     49.54    0.37       49.35    24.00      0.120      1.752      0.559      0.533*
Transfer:      2.50
    258.4      5.93     49.54    2.21       48.43    24.00      0.120      1.676      0.514      0.533 
Critical:      4.03
    249.2      5.73     49.54    2.41       48.33    24.00      0.120      1.610      0.474      0.343*
0.1L    :      6.77
    232.8      5.37     49.54    2.76       48.15    24.00      0.120      1.491      0.402      0.343*
0.2L    :     14.03
    191.8      4.83     45.79    3.36       44.11    24.00      0.120      1.310      0.294      0.253*
0.3L    :     21.30
    151.6      3.64     47.95    3.37       46.27    24.00      0.120      0.914      0.056      0.253 
0.4L    :     28.57
    112.3      2.64     49.03    3.37       47.34    24.00      0.120      0.579      0.000      0.253 
0.5L    :     35.83
     73.8      1.73     49.03    3.37       47.34    24.00      0.120      0.277      0.000      0.253 
0.6L    :     43.10
    112.3      2.64     49.03    3.37       47.34    24.00      0.120      0.579      0.000      0.253 
0.7L    :     50.37
    151.6      3.64     47.95    3.37       46.27    24.00      0.120      0.914      0.056      0.253 
0.8L    :     57.63
    191.8      4.83     45.79    3.36       44.11    24.00      0.120      1.310      0.294      0.253*
0.9L    :     64.90
    232.8      5.37     49.54    2.76       48.15    24.00      0.120      1.491      0.402      0.343*
Critical:     67.64
    249.2      5.73     49.54    2.41       48.33    24.00      0.120      1.610      0.474      0.343*
Transfer:     69.17
    258.4      5.93     49.54    2.21       48.43    24.00      0.120      1.676      0.514      0.533 
Bearing :     71.67
    273.4      6.16     49.54    0.37       49.35    24.00      0.120      1.752      0.559      0.533*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.77 ft
Prestress      :       0.641  1.80      1.154  2.20      1.410
Self Wt.       :      -0.213  1.85     -0.393  2.40     -0.510
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          :       0.428            0.760            0.900
 
At 0.2 x L = 14.03 ft
Prestress      :       1.161  1.80      2.090  2.20      2.555
Self Wt.       :      -0.399  1.85     -0.738  2.40     -0.958
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          :       0.762            1.352            1.597
 
At 0.3 x L = 21.30 ft
Prestress      :       1.538  1.80      2.768  2.20      3.383
Self Wt.       :      -0.541  1.85     -1.001  2.40     -1.299
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          :       0.996            1.767            2.084
 
At 0.4 x L = 28.57 ft
Prestress      :       1.767  1.80      3.180  2.20      3.887
Self Wt.       :      -0.630  1.85     -1.166  2.40     -1.513
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          :       1.136            2.014            2.374
 
At 0.5 x L = 35.83 ft
Prestress      :       1.847  1.80      3.325  2.20      4.064
Self Wt.       :      -0.662  1.85     -1.224  2.40     -1.588
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          :       1.186            2.101            2.476
 
At 0.6 x L = 43.10 ft
Prestress      :       1.767  1.80      3.180  2.20      3.887
Self Wt.       :      -0.630  1.85     -1.166  2.40     -1.513
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          :       1.136            2.014            2.374
 
At 0.7 x L = 50.37 ft
Prestress      :       1.538  1.80      2.768  2.20      3.383
Self Wt.       :      -0.541  1.85     -1.001  2.40     -1.299
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          :       0.996            1.767            2.084
 
At 0.8 x L = 57.63 ft
Prestress      :       1.161  1.80      2.090  2.20      2.555
Self Wt.       :      -0.399  1.85     -0.738  2.40     -0.958
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          :       0.762            1.352            1.597
 
At 0.9 x L = 64.90 ft
Prestress      :       0.641  1.80      1.154  2.20      1.410
Self Wt.       :      -0.213  1.85     -0.393  2.40     -0.510
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          :       0.428            0.760            0.900
 

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
   492.8    42.4  2.551  265.4    2.6   2.21   2327.0  0.056T 1.00       -       -     -     -  
H/2     :   2.22
   439.2    42.3  2.311  265.8    2.4   2.01   2113.1  0.062T 1.00       -       -     -     -  
0.1L    :   6.77
  1245.9    43.6  3.198  264.4    3.3   2.76   2977.1  0.044T 1.00       -       -     -     -  
0.2L    :  14.03
  2273.4    45.8  3.906  263.5    4.0   3.36   3782.7  0.036T 1.00    396.1   396.1    9.55    -  
0.3L    :  21.30
  2979.6    47.9  3.906  263.8    4.0   3.37   3972.0  0.036T 1.00    259.4   259.4   15.31    -  
0.4L    :  28.57
  3399.1    49.0  3.906  263.9    4.0   3.37   4066.6  0.036T 1.00    178.2   178.2   22.82    -  
0.5L    :  35.83
  3513.1    49.0  3.906  263.9    4.0   3.37   4066.6  0.036T 1.00    148.0   148.0   27.48    -  
0.6L    :  43.10
  3399.0    49.0  3.906  263.9    4.0   3.37   4066.6  0.036T 1.00    178.3   178.3   22.81    -  
0.7L    :  50.37
  2979.5    47.9  3.906  263.8    4.0   3.37   3972.0  0.036T 1.00    259.4   259.4   15.31    -  
0.8L    :  57.63
  2273.4    45.8  3.906  263.5    4.0   3.36   3782.7  0.036T 1.00    396.1   396.1    9.55    -  
0.9L    :  64.90
  1245.8    43.6  3.198  264.4    3.3   2.76   2977.1  0.044T 1.00       -       -     -     -  
H/2     :  69.45
   439.2    42.3  2.311  265.8    2.4   2.01   2113.1  0.062T 1.00       -       -     -     -  
Transfer:  69.17
   492.7    42.4  2.551  265.4    2.6   2.21   2327.0  0.056T 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 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.021
        M   2.00 Fb     0.278
 
  2   2 E  42.00 Ft     0.451
        M   8.00 Fb     0.164
 
  3   2 E  38.00 Ft     0.851
        M   4.00 Fb     0.107
 
  4   2 E   6.00 Ft     0.745
        M   6.00 Fb     0.452
 
  5   2 E   6.00 Ft     0.639
        M   6.00 Fb     0.797
 
  6   2 E   4.00 Ft     0.497
        M   4.00 Fb     1.171
 
  7   2 E   4.00 Ft     0.355
        M   4.00 Fb     1.544
 
  8   2 E   2.00 Ft     0.177
        M   2.00 Fb     1.947
 
  9   2 E   2.00 Ft    -0.002
        M   2.00 Fb     2.349
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 72.67            Release Length, ft: 72.67
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   4           No. of strands, Straight:  14
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  6.50 %               Final losses: 12.80 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.537     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.274     Depress
      Precast Top w/ reinf. (tension)      -0.540           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4066.62     3513.13     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  -0.000     Bearing    1.800   0.136     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   1.332     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.887    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.470  -0.000     Bearing
    Pre.Bot:  -0.470  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.891     Midspan
    Pre.Bot:                                                             2.400   0.809    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.83 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.847  1.80      3.325  2.20      4.064
Self Wt.       :      -0.662  1.85     -1.224  2.40     -1.588
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          :       1.186            2.101            2.476
 
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   71.67
     DC  Line       0.070      0.00       0.070   71.67
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    35.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 72.667 ft
Release length = 72.667 ft
Design  length = 71.667 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)  : 0.657   (Calculated)    
Live Moment (1  lane  loaded)  : 0.476   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.022   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.856   (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           1181.6 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           369156 in4#
Ht. of c.g.           =        20.23 in             35.43 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 = 0.8748

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     6.77    14.03    21.30    28.57    35.83
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    567.9    584.8    582.9    584.8    584.8    584.8    584.8    584.8
  Yb      ,  in    20.18    19.91    19.94    19.86    19.79    19.71    19.67    19.67
  MI(Ixx) , in4   116603   118068   117884   118564   119555   120728   121384   121384
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1184.8   1200.6   1198.8   1200.6   1200.6   1200.6   1200.6   1200.6
  Yb      ,  in    35.36    35.04    35.08    35.02    34.99    34.95    34.94    34.94
  MI(Ixx) , in4   370937   380371   379265   381559   383721   386056   387289   387289

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 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           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 25.43 ft from member end )
END PATTERN (Ycg = 11.78 in):
     6 @  2.000 in     4 @  4.000 in     4 @  6.000 in     2 @ 38.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.22 in):
(A) Draped:
     2 @  4.000 in     2 @  8.000 in
(B) Straight:
     6 @  2.000 in     4 @  4.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.926 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.907 ft
Holddown Force        =  18.838 kips     Beam Shrtng (PL/AE)   =      0.249 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)       
-------------------------------------------------------------------------------------
      1309.265         740 968.856     10.551 42729.801   495.051      14.974        
 
 
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      3.8960    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.5200      1.6460     No
      2      US#4[M13]       60.00        0.40       9.00       0.5200      3.5200     No
      2      US#4[M13]       60.00        0.40      11.50       3.5200      4.4790     No
      2      US#4[M13]       60.00        0.40      14.00       4.4790      6.8130     No
      2      US#4[M13]       60.00        0.40      14.63       6.8130      8.0351     No
      2      US#4[M13]       60.00        0.40      17.12       8.0351      9.4619     No
      2      US#4[M13]       60.00        0.40      19.00       9.4619     17.3750     No
      2      US#4[M13]       60.00        0.40      14.00       3.8960      7.3960    Yes
      2      US#4[M13]       60.00        0.40      15.25       7.3960      8.6670    Yes
      2      US#4[M13]       60.00        0.40      19.00       8.6670     64.0000    Yes
      2      US#4[M13]       60.00        0.40      15.25      64.0000     65.2710    Yes
      2      US#4[M13]       60.00        0.40      14.00      65.2710     68.7710    Yes
      2      US#4[M13]       60.00        0.40      19.00      55.2920     63.2051     No
      2      US#4[M13]       60.00        0.40      17.12      63.2051     64.6319     No
      2      US#4[M13]       60.00        0.40      14.63      64.6319     65.8540     No
      2      US#4[M13]       60.00        0.40      14.00      65.8540     68.1880     No
      2      US#4[M13]       60.00        0.40      11.50      68.1880     69.1470     No
      2      US#4[M13]       60.00        0.40       9.00      69.1470     72.1470     No
      2      US#6[M19]       60.00        0.88       4.50      71.0210     72.1470     No
      2      US#4[M13]       60.00        0.40       9.00      68.7710     72.5213    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#6[M19]           2.50 0.440  0.0000  5.0000       3.00 
      1 US#6[M19]           2.50 0.440 67.6670 72.6670       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  4.22 in
         P_init    =      765.7 kips  Ecc = 16.01 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.75 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.055 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.71 ksi    0.00 ksi
    due to Composite Loads                                 -1.53 ksi    0.00 ksi
    due to Live Loads                                      -5.13 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                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        11.30 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.75 ksi  ( 6.50 %)            12.34 ksi ( 6.29 %)
Total Prestress Losses                                    25.09 ksi (12.80 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.77   14.03   21.30   28.57   35.83
Self wt.  : M       0.0    50.8    45.3   129.1   237.8   315.4   362.0   377.5
(Max)       V      21.1    19.6    19.8    17.1    12.8     8.5     4.3     0.0
DL-Prec.  : M       0.0     6.8     6.1    17.3    31.8    42.2    48.4    50.5
DC(Max)     V       2.8     2.6     2.6     2.3     1.7     1.1     0.6     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    63.5    56.6   161.4   297.2   394.2   452.4   471.8
Haunch (Max)V      26.3    24.5    24.7    21.4    16.0    10.7     5.3     0.0
Diaphragm : M       0.0     0.4     0.3     1.0     2.0     3.1     4.1     5.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.6    22.8    65.0   119.7   158.8   182.2   190.0
DC(Max)     V      10.6     9.9     9.9     8.6     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0    11.4    10.2    29.0    53.4    70.8    81.3    84.7
DW(Max)     V       4.7     4.4     4.4     3.8     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   166.7   148.6   420.1   761.6   989.3  1123.3  1152.8
            V     108.6   103.4   103.9    94.4    79.8    65.3    46.2    31.7
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   108.6   103.4   103.9    94.4    80.6    67.3    54.4    42.1
            M       0.0   170.3   152.1   420.1   726.8   921.0   999.5   968.8
Total     : M+      0.0   325.2   289.9   822.8  1503.4  1973.8  2253.7  2332.4
            V     174.3   164.5   165.6   147.7   119.9    92.0    59.7    31.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   174.3   164.5   165.6   147.7   120.6    94.0    67.9    42.2
            M       0.0   328.9   293.3   822.8  1468.7  1905.5  2129.9  2148.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    43.10   50.37   57.63   64.90   69.45   69.17   71.67
Self wt.  : M     362.0   315.4   237.8   129.1    45.3    50.8     0.0
(Max)       V       4.3     8.5    12.8    17.1    19.8    19.6    21.1
DL-Prec.  : M      48.4    42.2    31.8    17.3     6.1     6.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.6     2.6     2.8
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
Deck +    : M     452.4   394.2   297.2   161.4    56.6    63.5     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.7    24.5    26.3
Diaphragm : M       4.0     3.0     2.0     1.0     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     182.2   158.8   119.7    65.0    22.8    25.6     0.0
DC(Max)     V       2.2     4.3     6.5     8.6     9.9     9.9    10.6
DL-Comp   : M      81.3    70.8    53.4    29.0    10.2    11.4     0.0
DW(Max)     V       1.0     1.9     2.9     3.8     4.4     4.4     4.7
LL + I    : M+   1123.3   989.3   761.6   420.1   148.6   166.7     0.0
            V      46.2    65.3    79.8    94.4   103.9   103.4   108.6
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    54.4    67.3    80.6    94.4   103.9   103.4   108.6
            M     999.5   921.0   726.8   420.1   152.1   170.3    -0.0
Total     : M+   2253.6  1973.7  1503.4   822.8   289.9   325.2     0.0
            V      59.7    92.0   119.9   147.7   165.6   164.5   174.3
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    67.9    94.0   120.6   147.7   165.6   164.5   174.3
            M    2129.8  1905.4  1468.7   822.8   293.3   328.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.1             21.1
Deck+Haunch            26.3             26.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.8              2.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           53.0             53.0
DL-Comp.(DW)           23.7             23.7
Live                   85.6             85.6
        Truck          62.6             62.6
        Lane           22.9             22.9
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.77   14.03   21.30   28.57   35.83
Self wt.  : M       0.0    50.8    45.3   129.1   237.8   315.4   362.0   377.5
(Max)       V      21.1    19.6    19.8    17.1    12.8     8.5     4.3     0.0
DL-Prec.  : M       0.0     6.8     6.1    17.3    31.8    42.2    48.4    50.5
DC(Max)     V       2.8     2.6     2.6     2.3     1.7     1.1     0.6     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    63.5    56.6   161.4   297.2   394.2   452.4   471.8
Haunch (Max)V      26.3    24.5    24.7    21.4    16.0    10.7     5.3     0.0
Diaphragm : M       0.0     0.4     0.3     1.0     2.0     3.1     4.1     5.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.6    22.8    65.0   119.7   158.8   182.2   190.0
DC(Max)     V      10.6     9.9     9.9     8.6     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0    11.4    10.2    29.0    53.4    70.8    81.3    84.7
DW(Max)     V       4.7     4.4     4.4     3.8     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   133.4   118.9   336.1   609.3   791.5   898.6   922.2
            V      86.9    82.7    83.2    75.5    63.9    52.2    37.0    25.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    86.9    82.7    83.2    75.5    64.5    53.8    43.6    33.7
            M       0.0   136.3   121.6   336.1   581.5   736.8   799.6   775.1
Total     : M+      0.0   291.9   260.2   738.8  1351.1  1775.9  2029.0  2101.9
            V     152.6   143.8   144.8   128.8   103.9    79.0    50.4    25.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   152.6   143.8   144.8   128.8   104.5    80.6    57.0    33.8
            M       0.0   294.8   262.9   738.8  1323.3  1721.3  1930.0  1954.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    43.10   50.37   57.63   64.90   69.45   69.17   71.67
Self wt.  : M     362.0   315.4   237.8   129.1    45.3    50.8     0.0
(Max)       V       4.3     8.5    12.8    17.1    19.8    19.6    21.1
DL-Prec.  : M      48.4    42.2    31.8    17.3     6.1     6.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.6     2.6     2.8
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
Deck +    : M     452.4   394.2   297.2   161.4    56.6    63.5     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.7    24.5    26.3
Diaphragm : M       4.0     3.0     2.0     1.0     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     182.2   158.8   119.7    65.0    22.8    25.6     0.0
DC(Max)     V       2.2     4.3     6.5     8.6     9.9     9.9    10.6
DL-Comp   : M      81.3    70.8    53.4    29.0    10.2    11.4     0.0
DW(Max)     V       1.0     1.9     2.9     3.8     4.4     4.4     4.7
LL + I    : M+    898.6   791.5   609.2   336.1   118.9   133.4     0.0
            V      37.0    52.2    63.9    75.5    83.2    82.7    86.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.6    53.8    64.5    75.5    83.2    82.7    86.9
            M     799.6   736.8   581.5   336.1   121.6   136.3    -0.0
Total     : M+   2028.9  1775.8  1351.1   738.8   260.2   291.9     0.0
            V      50.4    79.0   103.9   128.8   144.8   143.8   152.6
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    57.0    80.6   104.5   128.8   144.8   143.8   152.6
            M    1929.9  1721.2  1323.3   738.8   262.9   294.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.77   14.03   21.30   28.57   35.83
Self wt.  : M       0.0    63.5    56.6   161.4   297.2   394.3   452.5   471.9
(Max)       V      26.3    24.5    24.7    21.4    16.0    10.7     5.3     0.0
Self wt.  : M       0.0    45.8    40.8   116.2   214.0   283.9   325.8   339.8
(Min)       V      19.0    17.6    17.8    15.4    11.5     7.7     3.8     0.0
DL-Prec.  : M       0.0     8.5     7.6    21.6    39.7    52.7    60.5    63.1
DC(Max)     V       3.5     3.3     3.3     2.9     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     6.1     5.5    15.5    28.6    38.0    43.6    45.4
DC(Min)     V       2.5     2.4     2.4     2.1     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    79.4    70.8   201.7   371.5   492.8   565.5   589.8
Haunch (Max)V      32.9    30.6    30.9    26.7    20.0    13.4     6.7     0.0
Deck +    : M       0.0    57.2    51.0   145.2   267.5   354.8   407.2   424.6
Haunch (Min)V      23.7    22.0    22.2    19.2    14.4     9.6     4.8     0.0
Diaphragm : M       0.0     0.4     0.4     1.2     2.5     3.8     5.1     6.3
(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     0.9     1.8     2.8     3.7     4.6
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.0    28.5    81.2   149.6   198.5   227.8   237.5
DC(Max)     V      13.3    12.3    12.4    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    23.0    20.5    58.5   107.7   142.9   164.0   171.0
DC(Min)     V       9.5     8.9     9.0     7.7     5.8     3.9     1.9     0.0
DL-Comp   : M       0.0    17.1    15.3    43.5    80.1   106.2   121.9   127.1
DW(Max)     V       7.1     6.6     6.7     5.8     4.3     2.9     1.4     0.0
DL-Comp   : M       0.0     7.4     6.6    18.8    34.7    46.0    52.8    55.1
DW(Min)     V       3.1     2.9     2.9     2.5     1.9     1.2     0.6     0.0
LL + I    : M+      0.0   291.7   260.1   735.2  1332.7  1731.3  1965.7  2017.4
            V     190.1   180.9   181.9   165.2   139.7   114.3    80.9    55.5
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   190.1   180.9   181.9   165.2   141.0   117.7    95.3    73.6
            M       0.0   298.1   266.1   735.2  1272.0  1611.8  1749.1  1695.5
Total     : M+      0.0   492.8   439.2  1245.9  2273.4  2979.6  3399.1  3513.1
            V     273.4   258.4   260.1   232.8   190.5   148.2    98.0    55.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   273.4   258.4   260.1   232.8   191.8   151.6   112.3    73.8
            M       0.0   499.1   445.2  1245.9  2212.7  2860.0  3182.4  3191.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    43.10   50.37   57.63   64.90   69.45   69.17   71.67
Self wt.  : M     452.5   394.3   297.2   161.4    56.6    63.5     0.0
(Max)       V       5.3    10.7    16.0    21.4    24.7    24.5    26.3
Self wt.  : M     325.8   283.9   214.0   116.2    40.8    45.8     0.0
(Min)       V       3.8     7.7    11.5    15.4    17.8    17.6    19.0
DL-Prec.  : M      60.5    52.7    39.7    21.6     7.6     8.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.9     3.3     3.3     3.5
DL-Prec.  : M      43.6    38.0    28.6    15.5     5.5     6.1     0.0
DC(Min)     V       0.5     1.0     1.5     2.1     2.4     2.4     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     565.5   492.8   371.5   201.7    70.8    79.4     0.0
Haunch (Max)V       6.7    13.4    20.0    26.7    30.9    30.6    32.9
Deck +    : M     407.2   354.8   267.5   145.2    51.0    57.2     0.0
Haunch (Min)V       4.8     9.6    14.4    19.2    22.2    22.0    23.7
Diaphragm : M       5.0     3.8     2.5     1.2     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.6     2.7     1.8     0.9     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     227.8   198.5   149.6    81.2    28.5    32.0     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.4    12.3    13.3
DL-Comp   : M     164.0   142.9   107.7    58.5    20.5    23.0     0.0
DC(Min)     V       1.9     3.9     5.8     7.7     9.0     8.9     9.5
DL-Comp   : M     121.9   106.2    80.1    43.5    15.3    17.1     0.0
DW(Max)     V       1.4     2.9     4.3     5.8     6.7     6.6     7.1
DL-Comp   : M      52.8    46.0    34.7    18.8     6.6     7.4     0.0
DW(Min)     V       0.6     1.2     1.9     2.5     2.9     2.9     3.1
LL + I    : M+   1965.7  1731.3  1332.7   735.2   260.1   291.7     0.0
            V      80.9   114.3   139.7   165.2   181.9   180.9   190.1
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    95.3   117.7   141.0   165.2   181.9   180.9   190.1
            M    1749.1  1611.8  1272.0   735.2   266.1   298.1    -0.0
Total     : M+   3399.0  2979.5  2273.4  1245.8   439.2   492.7     0.0
            V      98.0   148.2   190.5   232.8   260.1   258.4   273.4
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   112.3   151.6   191.8   232.8   260.1   258.4   273.4
            M    3182.3  2860.0  2212.6  1245.8   445.2   499.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               26.3             26.3
Deck+Haunch            32.9             32.9
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.5              3.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.3             66.3
DL-Comp.(DW)           35.5             35.5
Live                  149.7            149.7
        Truck         109.6            109.6
        Lane           40.1             40.1
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.77   14.03   21.30   28.57   35.83
Self wt.  : M       0.0    50.8    45.3   129.1   237.8   315.4   362.0   377.5
(Max)       V      21.1    19.6    19.8    17.1    12.8     8.5     4.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.8     6.1    17.3    31.8    42.2    48.4    50.5
DC(Max)     V       2.8     2.6     2.6     2.3     1.7     1.1     0.6     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    63.5    56.6   161.4   297.2   394.2   452.4   471.8
Haunch (Max)V      26.3    24.5    24.7    21.4    16.0    10.7     5.3     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     1.0     2.0     3.1     4.1     5.1
(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    25.6    22.8    65.0   119.7   158.8   182.2   190.0
DC(Max)     V      10.6     9.9     9.9     8.6     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.4    10.2    29.0    53.4    70.8    81.3    84.7
DW(Max)     V       4.7     4.4     4.4     3.8     2.9     1.9     1.0     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   121.5   108.4   301.5   528.4   681.6   752.1   722.5
            V      92.5    87.9    88.4    80.1    67.7     1.9    40.3    27.9
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    92.5    87.9    88.4    80.1    67.7    55.3    43.1    32.0
            M       0.0   121.5   108.4   301.5   528.4   655.0   684.5   638.8
Total     : M+      0.0   280.0   249.7   704.2  1270.3  1666.0  1882.5  1902.2
            V     158.2   149.0   150.1   133.4   107.7    28.6    53.7    28.0
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   158.2   149.0   150.1   133.4   107.7    82.0    56.5    32.2
            M       0.0   280.0   249.7   704.2  1270.3  1639.5  1814.9  1818.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    43.10   50.37   57.63   64.90   69.45   69.17   71.67
Self wt.  : M     362.0   315.4   237.8   129.1    45.3    50.8     0.0
(Max)       V       4.3     8.5    12.8    17.1    19.8    19.6    21.1
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      48.4    42.2    31.8    17.3     6.1     6.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.6     2.6     2.8
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     452.4   394.2   297.2   161.4    56.6    63.5     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.7    24.5    26.3
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       4.0     3.0     2.0     1.0     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     182.2   158.8   119.7    65.0    22.8    25.6     0.0
DC(Max)     V       2.2     4.3     6.5     8.6     9.9     9.9    10.6
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      81.3    70.8    53.4    29.0    10.2    11.4     0.0
DW(Max)     V       1.0     1.9     2.9     3.8     4.4     4.4     4.7
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+    752.1   681.6   528.4   301.5   108.4   121.5     0.0
            V      40.3     1.9    67.7    80.1    88.4    87.9    92.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.1    55.3    67.7    80.1    88.4    87.9    92.5
            M     684.5   655.0   528.4   301.5   108.4   121.5     0.0
Total     : M+   1882.4  1666.0  1270.2   704.2   249.7   280.0     0.0
            V      53.7    28.6   107.7   133.4   150.1   149.0   158.2
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    56.5    82.0   107.7   133.4   150.1   149.0   158.2
            M    1814.8  1639.4  1270.2   704.2   249.7   280.0     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.27   14.53   21.80   29.07   36.33   25.43
 
Beam-Self
Precast-top    0.157   0.356   0.629   0.820   0.933   0.972   0.886 
Bottom        -0.124  -0.281  -0.493  -0.639  -0.725  -0.755  -0.689 
 
Prestress
Precast-top   -0.158  -0.354  -0.681  -1.002  -1.159  -1.159  -1.159 
Bottom         2.473   2.623   2.871   3.110   3.227   3.227   3.227 
 
Total
Precast-top   -0.002   0.002  -0.052  -0.182  -0.226  -0.187  -0.274 
Bottom         2.349   2.342   2.378   2.472   2.502   2.472   2.537 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.09 %)
             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    6.77   14.03   21.30   28.57   35.83
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.017   0.047   0.086   0.114   0.131   0.136 
Precast-top   -0.007   0.182   0.170   0.504   0.895   1.088   1.234   1.332 
Bottom         0.364   1.887   1.715   1.582   1.205   1.006   0.865   0.779 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.27   14.53   21.80   29.07   36.33   25.43
 
Beam-Self
Precast-top    0.157   0.356   0.629   0.820   0.933   0.972   0.886 
Bottom        -0.124  -0.281  -0.493  -0.639  -0.725  -0.755  -0.689 
 
Prestress
Precast-top   -0.158  -0.354  -0.681  -1.002  -1.159  -1.159  -1.159 
Bottom         2.473   2.623   2.871   3.110   3.227   3.227   3.227 
 
Total
Precast-top   -0.002   0.002  -0.052  -0.182  -0.226  -0.187  -0.274 
Bottom         2.349   2.342   2.378   2.472   2.502   2.472   2.537 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.225   0.000   0.169 
Ast_prvd, in2  0.440   0.000   0.000   0.000   0.000*  0.000   0.000*


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.09 %)
             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    6.77   14.03   21.30   28.57   35.83
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 

 
 
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    6.77   14.03   21.30   28.57   35.83
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.070   0.063   0.175   0.307   0.396   0.439   0.427 
Precast-top   -0.003   0.129   0.119   0.347   0.613   0.757   0.851   0.891 
Bottom         0.182   0.809   0.737   0.459   0.024  -0.238  -0.382  -0.393 
 

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
    273.4    9.0   49.5    0.331   2.8   6.00e-3 50.0    271.0     1.309    0.533      1.95
      0.0    0.4   49.3     31.5 0.113      30.0 0.87    24.00     0.139    0.471*
Transfer:   3.00
    258.4    9.0   49.5    1.984  16.6   1.92e-3 35.7    204.2     0.607    1.067      0.00
    499.1    2.2   48.4    189.0 0.103      66.3 1.97    24.00     0.139    1.539 
Critical:   4.53
    249.1    9.0   49.5    2.166  16.6   0.90e-3 32.2    163.8     0.426    0.686      0.00
    766.6    2.4   48.3    189.0 0.100      96.4 2.86    24.00     0.139    1.360 
0.1L    :   7.27
    232.8    9.0   49.5    2.488  16.6   0.80e-3 31.8    141.3     0.364    0.671      0.00
   1245.9    2.8   48.2    189.0 0.093     100.8 3.00    24.00     0.139    1.461 
0.2L    :  14.53
    191.8    9.0   45.8    3.906  16.6   0.35e-3 30.2     79.7     0.210    0.505      0.00
   2212.7    3.4   44.1    189.0 0.083     116.9 3.80    24.00     0.139    1.524 
0.3L    :  21.80
    151.6    9.0   47.9    3.906  16.6   1.25e-3 33.4     71.9     0.205    0.253      0.00
   2860.0    3.4   46.3    189.0 0.061      80.0 2.48    24.00     0.139    1.100 
0.4L    :  29.07
    112.3    9.0   49.0    3.906   0.0   1.62e-3 34.7     53.4     0.156    0.253      0.00
   3182.4    3.4   47.3    189.0 0.049      71.4 2.16    24.00     0.139    1.265 
0.5L    :  36.33
     73.8    9.0   49.0    3.906   0.0   1.30e-3 33.5      1.7     0.139    0.253      0.00
   3191.2    3.4   47.3    189.0 0.032      80.3 2.43    24.00     0.139    2.079 
0.6L    :  43.60
    112.3    9.0   49.0    3.906   0.0   1.62e-3 34.7     53.4     0.156    0.253      0.00
   3182.3    3.4   47.3    189.0 0.049      71.4 2.16    24.00     0.139    1.265 
0.7L    :  50.87
    151.6    9.0   47.9    3.906  16.6   1.25e-3 33.4     71.9     0.205    0.253      0.00
   2860.0    3.4   46.3    189.0 0.061      80.0 2.48    24.00     0.139    1.100 
0.8L    :  58.13
    191.8    9.0   45.8    3.906  16.6   0.35e-3 30.2     79.7     0.210    0.505      0.00
   2212.6    3.4   44.1    189.0 0.083     116.9 3.80    24.00     0.139    1.524 
0.9L    :  65.40
    232.8    9.0   49.5    2.488  16.6   0.80e-3 31.8    141.3     0.364    0.671      0.00
   1245.8    2.8   48.2    189.0 0.093     100.8 3.00    24.00     0.139    1.461 
Critical:  68.14
    249.1    9.0   49.5    2.166  16.6   0.90e-3 32.2    163.8     0.426    0.686      0.00
    766.6    2.4   48.3    189.0 0.100      96.4 2.86    24.00     0.139    1.360 
Transfer:  69.67
    258.4    9.0   49.5    1.984  16.6   1.92e-3 35.7    204.2     0.607    1.067      0.00
    499.1    2.2   48.4    189.0 0.103      66.3 1.97    24.00     0.139    1.539 
Bearing :  72.17
    273.4    9.0   49.5    0.331   2.8   6.00e-3 50.0    271.0     1.309    0.533      1.95
      0.0    0.4   49.3     31.5 0.113      30.0 0.87    24.00     0.139    0.471*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.53
 
 
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
    273.4      6.16     49.54    0.37       49.35    24.00      0.120      1.752      0.559      0.533*
Transfer:      2.50
    258.4      5.93     49.54    2.21       48.43    24.00      0.120      1.676      0.514      0.533 
Critical:      4.03
    249.2      5.73     49.54    2.41       48.33    24.00      0.120      1.610      0.474      0.343*
0.1L    :      6.77
    232.8      5.37     49.54    2.76       48.15    24.00      0.120      1.491      0.402      0.343*
0.2L    :     14.03
    191.8      4.83     45.79    3.36       44.11    24.00      0.120      1.310      0.294      0.253*
0.3L    :     21.30
    151.6      3.64     47.95    3.37       46.27    24.00      0.120      0.914      0.056      0.253 
0.4L    :     28.57
    112.3      2.64     49.03    3.37       47.34    24.00      0.120      0.579      0.000      0.253 
0.5L    :     35.83
     73.8      1.73     49.03    3.37       47.34    24.00      0.120      0.277      0.000      0.253 
0.6L    :     43.10
    112.3      2.64     49.03    3.37       47.34    24.00      0.120      0.579      0.000      0.253 
0.7L    :     50.37
    151.6      3.64     47.95    3.37       46.27    24.00      0.120      0.914      0.056      0.253 
0.8L    :     57.63
    191.8      4.83     45.79    3.36       44.11    24.00      0.120      1.310      0.294      0.253*
0.9L    :     64.90
    232.8      5.37     49.54    2.76       48.15    24.00      0.120      1.491      0.402      0.343*
Critical:     67.64
    249.2      5.73     49.54    2.41       48.33    24.00      0.120      1.610      0.474      0.343*
Transfer:     69.17
    258.4      5.93     49.54    2.21       48.43    24.00      0.120      1.676      0.514      0.533 
Bearing :     71.67
    273.4      6.16     49.54    0.37       49.35    24.00      0.120      1.752      0.559      0.533*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.77 ft
Prestress      :       0.641  1.80      1.154  2.20      1.410
Self Wt.       :      -0.213  1.85     -0.393  2.40     -0.510
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          :       0.428            0.760            0.900
 
At 0.2 x L = 14.03 ft
Prestress      :       1.161  1.80      2.090  2.20      2.555
Self Wt.       :      -0.399  1.85     -0.738  2.40     -0.958
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          :       0.762            1.352            1.597
 
At 0.3 x L = 21.30 ft
Prestress      :       1.538  1.80      2.768  2.20      3.383
Self Wt.       :      -0.541  1.85     -1.001  2.40     -1.299
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          :       0.996            1.767            2.084
 
At 0.4 x L = 28.57 ft
Prestress      :       1.767  1.80      3.180  2.20      3.887
Self Wt.       :      -0.630  1.85     -1.166  2.40     -1.513
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          :       1.136            2.014            2.374
 
At 0.5 x L = 35.83 ft
Prestress      :       1.847  1.80      3.325  2.20      4.064
Self Wt.       :      -0.662  1.85     -1.224  2.40     -1.588
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          :       1.186            2.101            2.476
 
At 0.6 x L = 43.10 ft
Prestress      :       1.767  1.80      3.180  2.20      3.887
Self Wt.       :      -0.630  1.85     -1.166  2.40     -1.513
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          :       1.136            2.014            2.374
 
At 0.7 x L = 50.37 ft
Prestress      :       1.538  1.80      2.768  2.20      3.383
Self Wt.       :      -0.541  1.85     -1.001  2.40     -1.299
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          :       0.996            1.767            2.084
 
At 0.8 x L = 57.63 ft
Prestress      :       1.161  1.80      2.090  2.20      2.555
Self Wt.       :      -0.399  1.85     -0.738  2.40     -0.958
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          :       0.762            1.352            1.597
 
At 0.9 x L = 64.90 ft
Prestress      :       0.641  1.80      1.154  2.20      1.410
Self Wt.       :      -0.213  1.85     -0.393  2.40     -0.510
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          :       0.428            0.760            0.900
 

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
   492.8    42.4  2.551  265.4    2.6   2.21   2327.0  0.056T 1.00       -       -     -     -  
H/2     :   2.22
   439.2    42.3  2.311  265.8    2.4   2.01   2113.1  0.062T 1.00       -       -     -     -  
0.1L    :   6.77
  1245.9    43.6  3.198  264.4    3.3   2.76   2977.1  0.044T 1.00       -       -     -     -  
0.2L    :  14.03
  2273.4    45.8  3.906  263.5    4.0   3.36   3782.7  0.036T 1.00    396.1   396.1    9.55    -  
0.3L    :  21.30
  2979.6    47.9  3.906  263.8    4.0   3.37   3972.0  0.036T 1.00    259.4   259.4   15.31    -  
0.4L    :  28.57
  3399.1    49.0  3.906  263.9    4.0   3.37   4066.6  0.036T 1.00    178.2   178.2   22.82    -  
0.5L    :  35.83
  3513.1    49.0  3.906  263.9    4.0   3.37   4066.6  0.036T 1.00    148.0   148.0   27.48    -  
0.6L    :  43.10
  3399.0    49.0  3.906  263.9    4.0   3.37   4066.6  0.036T 1.00    178.3   178.3   22.81    -  
0.7L    :  50.37
  2979.5    47.9  3.906  263.8    4.0   3.37   3972.0  0.036T 1.00    259.4   259.4   15.31    -  
0.8L    :  57.63
  2273.4    45.8  3.906  263.5    4.0   3.36   3782.7  0.036T 1.00    396.1   396.1    9.55    -  
0.9L    :  64.90
  1245.8    43.6  3.198  264.4    3.3   2.76   2977.1  0.044T 1.00       -       -     -     -  
H/2     :  69.45
   439.2    42.3  2.311  265.8    2.4   2.01   2113.1  0.062T 1.00       -       -     -     -  
Transfer:  69.17
   492.7    42.4  2.551  265.4    2.6   2.21   2327.0  0.056T 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 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.021
        M   2.00 Fb     0.278
 
  2   2 E  42.00 Ft     0.451
        M   8.00 Fb     0.164
 
  3   2 E  38.00 Ft     0.851
        M   4.00 Fb     0.107
 
  4   2 E   6.00 Ft     0.745
        M   6.00 Fb     0.452
 
  5   2 E   6.00 Ft     0.639
        M   6.00 Fb     0.797
 
  6   2 E   4.00 Ft     0.497
        M   4.00 Fb     1.171
 
  7   2 E   4.00 Ft     0.355
        M   4.00 Fb     1.544
 
  8   2 E   2.00 Ft     0.177
        M   2.00 Fb     1.947
 
  9   2 E   2.00 Ft    -0.002
        M   2.00 Fb     2.349
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 72.67            Release Length, ft: 72.67
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   4           No. of strands, Straight:  14
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  6.50 %               Final losses: 12.80 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.537     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.274     Depress
      Precast Top w/ reinf. (tension)      -0.540           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4066.62     3513.13     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  -0.000     Bearing    1.800   0.136     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   1.332     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.887    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.470  -0.000     Bearing
    Pre.Bot:  -0.470  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.891     Midspan
    Pre.Bot:                                                             2.400   0.809    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.83 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.847  1.80      3.325  2.20      4.064
Self Wt.       :      -0.662  1.85     -1.224  2.40     -1.588
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          :       1.186            2.101            2.476
 
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   71.67
     DC  Line       0.008      0.00       0.008   71.67
     DC  Line       0.064      0.00       0.064   71.67
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    35.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 72.667 ft
Release length = 72.667 ft
Design  length = 71.667 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)  : 0.613   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.769   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.829   (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           1127.5 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           357838 in4#
Ht. of c.g.           =        20.23 in             34.76 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 = 0.8748

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     6.77    14.03    21.30    28.57    35.83
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    567.9    584.8    582.9    584.8    584.8    584.8    584.8    584.8
  Yb      ,  in    20.18    19.91    19.94    19.86    19.79    19.71    19.67    19.67
  MI(Ixx) , in4   116603   118068   117884   118564   119555   120728   121384   121384
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1130.6   1146.4   1144.6   1146.4   1146.4   1146.4   1146.4   1146.4
  Yb      ,  in    34.69    34.36    34.40    34.34    34.31    34.27    34.25    34.25
  MI(Ixx) , in4   359520   368440   367394   369596   371702   373982   375187   375187

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 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           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 25.43 ft from member end )
END PATTERN (Ycg = 11.78 in):
     6 @  2.000 in     4 @  4.000 in     4 @  6.000 in     2 @ 38.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.22 in):
(A) Draped:
     2 @  4.000 in     2 @  8.000 in
(B) Straight:
     6 @  2.000 in     4 @  4.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.880 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.850 ft
Holddown Force        =  18.838 kips     Beam Shrtng (PL/AE)   =      0.249 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)       
-------------------------------------------------------------------------------------
      1309.265         740 968.856     10.551 42729.801   495.051      14.974        
 
 
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      3.8960    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.5200      1.6460     No
      2      US#4[M13]       60.00        0.40       9.00       0.5200      3.5200     No
      2      US#4[M13]       60.00        0.40      11.50       3.5200      4.4790     No
      2      US#4[M13]       60.00        0.40      14.00       4.4790      6.8130     No
      2      US#4[M13]       60.00        0.40      14.63       6.8130      8.0351     No
      2      US#4[M13]       60.00        0.40      17.12       8.0351      9.4619     No
      2      US#4[M13]       60.00        0.40      19.00       9.4619     17.3750     No
      2      US#4[M13]       60.00        0.40      14.00       3.8960      7.3960    Yes
      2      US#4[M13]       60.00        0.40      15.25       7.3960      8.6670    Yes
      2      US#4[M13]       60.00        0.40      19.00       8.6670     64.0000    Yes
      2      US#4[M13]       60.00        0.40      15.25      64.0000     65.2710    Yes
      2      US#4[M13]       60.00        0.40      14.00      65.2710     68.7710    Yes
      2      US#4[M13]       60.00        0.40      19.00      55.2920     63.2051     No
      2      US#4[M13]       60.00        0.40      17.12      63.2051     64.6319     No
      2      US#4[M13]       60.00        0.40      14.63      64.6319     65.8540     No
      2      US#4[M13]       60.00        0.40      14.00      65.8540     68.1880     No
      2      US#4[M13]       60.00        0.40      11.50      68.1880     69.1470     No
      2      US#4[M13]       60.00        0.40       9.00      69.1470     72.1470     No
      2      US#6[M19]       60.00        0.88       4.50      71.0210     72.1470     No
      2      US#4[M13]       60.00        0.40       9.00      68.7710     72.5213    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#6[M19]           2.50 0.440  0.0000  5.0000       3.00 
      1 US#6[M19]           2.50 0.440 67.6670 72.6670       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  4.22 in
         P_init    =      765.7 kips  Ecc = 16.01 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.75 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.055 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.62 ksi    0.00 ksi
    due to Composite Loads                                 -1.54 ksi    0.00 ksi
    due to Live Loads                                      -5.04 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                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        11.30 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.75 ksi  ( 6.50 %)            12.49 ksi ( 6.37 %)
Total Prestress Losses                                    25.25 ksi (12.88 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.77   14.03   21.30   28.57   35.83
Self wt.  : M       0.0    50.8    45.3   129.1   237.8   315.4   362.0   377.5
(Max)       V      21.1    19.6    19.8    17.1    12.8     8.5     4.3     0.0
DL-Prec.  : M       0.0    11.4    10.2    29.1    53.5    71.0    81.5    85.0
DC(Max)     V       4.7     4.4     4.4     3.8     2.9     1.9     1.0     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
Deck +    : M       0.0    58.0    51.6   147.2   271.1   359.6   412.7   430.4
Haunch (Max)V      24.0    22.3    22.5    19.5    14.6     9.7     4.9     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.0     1.5     2.1     2.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.6    22.8    65.0   119.7   158.8   182.2   190.0
DC(Max)     V      10.6     9.9     9.9     8.6     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0    11.4    10.2    29.0    53.4    70.8    81.3    84.7
DW(Max)     V       4.7     4.4     4.4     3.8     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   162.4   144.8   409.3   741.9   963.7  1094.2  1123.0
            V      88.1    83.8    84.3    76.6    64.8    53.0    37.5    25.7
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    88.1    83.8    84.3    76.6    65.4    54.6    44.1    34.1
            M       0.0   165.9   148.1   409.3   708.0   897.2   973.6   943.8
Total     : M+      0.0   319.8   285.1   809.1  1478.4  1940.9  2216.0  2293.2
            V     153.3   144.5   145.5   129.5   104.5    79.5    50.8    25.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   153.3   144.5   145.5   129.5   105.1    81.1    57.4    34.2
            M       0.0   323.4   288.4   809.1  1444.6  1874.3  2095.4  2114.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    43.10   50.37   57.63   64.90   69.45   69.17   71.67
Self wt.  : M     362.0   315.4   237.8   129.1    45.3    50.8     0.0
(Max)       V       4.3     8.5    12.8    17.1    19.8    19.6    21.1
DL-Prec.  : M      81.5    71.0    53.5    29.1    10.2    11.4     0.0
DC(Max)     V       1.0     1.9     2.9     3.8     4.4     4.4     4.7
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     412.7   359.6   271.1   147.2    51.6    58.0     0.0
Haunch (Max)V       4.9     9.7    14.6    19.5    22.5    22.3    24.0
Diaphragm : M       2.0     1.5     1.0     0.5     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     182.2   158.8   119.7    65.0    22.8    25.6     0.0
DC(Max)     V       2.2     4.3     6.5     8.6     9.9     9.9    10.6
DL-Comp   : M      81.3    70.8    53.4    29.0    10.2    11.4     0.0
DW(Max)     V       1.0     1.9     2.9     3.8     4.4     4.4     4.7
LL + I    : M+   1094.2   963.7   741.9   409.3   144.8   162.4     0.0
            V      37.5    53.0    64.8    76.6    84.3    83.8    88.1
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    44.1    54.6    65.4    76.6    84.3    83.8    88.1
            M     973.6   897.2   708.0   409.3   148.1   165.9    -0.0
Total     : M+   2215.9  1940.8  1478.4   809.1   285.1   319.8     0.0
            V      50.8    79.5   104.5   129.5   145.5   144.5   153.3
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    57.4    81.1   105.1   129.5   145.5   144.5   153.3
            M    2095.3  1874.3  1444.5   809.1   288.4   323.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.1             21.1
Deck+Haunch            24.0             24.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.7              4.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           53.0             53.0
DL-Comp.(DW)           23.7             23.7
Live                   85.6             85.6
        Truck          62.6             62.6
        Lane           22.9             22.9
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.77   14.03   21.30   28.57   35.83
Self wt.  : M       0.0    50.8    45.3   129.1   237.8   315.4   362.0   377.5
(Max)       V      21.1    19.6    19.8    17.1    12.8     8.5     4.3     0.0
DL-Prec.  : M       0.0    11.4    10.2    29.1    53.5    71.0    81.5    85.0
DC(Max)     V       4.7     4.4     4.4     3.8     2.9     1.9     1.0     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
Deck +    : M       0.0    58.0    51.6   147.2   271.1   359.6   412.7   430.4
Haunch (Max)V      24.0    22.3    22.5    19.5    14.6     9.7     4.9     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.0     1.5     2.1     2.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.6    22.8    65.0   119.7   158.8   182.2   190.0
DC(Max)     V      10.6     9.9     9.9     8.6     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0    11.4    10.2    29.0    53.4    70.8    81.3    84.7
DW(Max)     V       4.7     4.4     4.4     3.8     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   129.9   115.8   327.4   593.5   771.0   875.4   898.4
            V      70.5    67.1    67.4    61.2    51.8    42.4    30.0    20.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    70.5    67.1    67.4    61.2    52.3    43.6    35.3    27.3
            M       0.0   132.7   118.5   327.4   566.4   717.8   778.9   755.0
Total     : M+      0.0   287.3   256.1   727.3  1330.0  1748.1  1997.1  2068.6
            V     135.7   127.8   128.7   114.2    91.5    68.9    43.3    20.6
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   135.7   127.8   128.7   114.2    92.0    70.2    48.6    27.4
            M       0.0   290.2   258.8   727.3  1302.9  1694.9  1900.6  1925.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    43.10   50.37   57.63   64.90   69.45   69.17   71.67
Self wt.  : M     362.0   315.4   237.8   129.1    45.3    50.8     0.0
(Max)       V       4.3     8.5    12.8    17.1    19.8    19.6    21.1
DL-Prec.  : M      81.5    71.0    53.5    29.1    10.2    11.4     0.0
DC(Max)     V       1.0     1.9     2.9     3.8     4.4     4.4     4.7
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     412.7   359.6   271.1   147.2    51.6    58.0     0.0
Haunch (Max)V       4.9     9.7    14.6    19.5    22.5    22.3    24.0
Diaphragm : M       2.0     1.5     1.0     0.5     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     182.2   158.8   119.7    65.0    22.8    25.6     0.0
DC(Max)     V       2.2     4.3     6.5     8.6     9.9     9.9    10.6
DL-Comp   : M      81.3    70.8    53.4    29.0    10.2    11.4     0.0
DW(Max)     V       1.0     1.9     2.9     3.8     4.4     4.4     4.7
LL + I    : M+    875.4   771.0   593.5   327.4   115.8   129.9     0.0
            V      30.0    42.4    51.8    61.2    67.4    67.1    70.5
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.3    43.6    52.3    61.2    67.4    67.1    70.5
            M     778.9   717.8   566.4   327.4   118.5   132.7    -0.0
Total     : M+   1997.1  1748.1  1330.0   727.3   256.1   287.3     0.0
            V      43.3    68.9    91.5   114.2   128.6   127.8   135.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    48.6    70.2    92.0   114.2   128.6   127.8   135.7
            M    1900.6  1694.9  1302.9   727.3   258.8   290.2    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.77   14.03   21.30   28.57   35.83
Self wt.  : M       0.0    63.5    56.6   161.4   297.2   394.3   452.5   471.9
(Max)       V      26.3    24.5    24.7    21.4    16.0    10.7     5.3     0.0
Self wt.  : M       0.0    45.8    40.8   116.2   214.0   283.9   325.8   339.8
(Min)       V      19.0    17.6    17.8    15.4    11.5     7.7     3.8     0.0
DL-Prec.  : M       0.0    14.3    12.7    36.3    66.9    88.8   101.9   106.2
DC(Max)     V       5.9     5.5     5.6     4.8     3.6     2.4     1.2     0.0
DL-Prec.  : M       0.0    10.3     9.2    26.2    48.2    63.9    73.3    76.5
DC(Min)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     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    72.4    64.6   184.0   338.9   449.5   515.9   538.0
Haunch (Max)V      30.0    27.9    28.2    24.4    18.3    12.2     6.1     0.0
Deck +    : M       0.0    52.2    46.5   132.5   244.0   323.6   371.4   387.4
Haunch (Min)V      21.6    20.1    20.3    17.5    13.2     8.8     4.4     0.0
Diaphragm : M       0.0     0.2     0.2     0.6     1.3     1.9     2.6     3.2
(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     0.4     0.9     1.4     1.9     2.3
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.0    28.5    81.2   149.6   198.5   227.8   237.5
DC(Max)     V      13.3    12.3    12.4    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    23.0    20.5    58.5   107.7   142.9   164.0   171.0
DC(Min)     V       9.5     8.9     9.0     7.7     5.8     3.9     1.9     0.0
DL-Comp   : M       0.0    17.1    15.3    43.5    80.1   106.2   121.9   127.1
DW(Max)     V       7.1     6.6     6.7     5.8     4.3     2.9     1.4     0.0
DL-Comp   : M       0.0     7.4     6.6    18.8    34.7    46.0    52.8    55.1
DW(Min)     V       3.1     2.9     2.9     2.5     1.9     1.2     0.6     0.0
LL + I    : M+      0.0   284.2   253.4   716.2  1298.3  1686.5  1914.9  1965.2
            V     154.1   146.7   147.5   134.0   113.3    92.7    65.6    45.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   154.1   146.7   147.5   134.0   114.4    95.5    77.3    59.7
            M       0.0   290.4   259.2   716.2  1239.1  1570.1  1703.9  1651.6
Total     : M+      0.0   483.8   431.3  1223.3  2232.3  2925.7  3337.4  3449.2
            V     236.9   223.7   225.1   201.1   163.7   126.3    82.5    45.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   236.9   223.7   225.1   201.1   164.7   129.1    94.1    59.8
            M       0.0   490.0   437.1  1223.3  2173.1  2809.2  3126.3  3135.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    43.10   50.37   57.63   64.90   69.45   69.17   71.67
Self wt.  : M     452.5   394.3   297.2   161.4    56.6    63.5     0.0
(Max)       V       5.3    10.7    16.0    21.4    24.7    24.5    26.3
Self wt.  : M     325.8   283.9   214.0   116.2    40.8    45.8     0.0
(Min)       V       3.8     7.7    11.5    15.4    17.8    17.6    19.0
DL-Prec.  : M     101.9    88.8    66.9    36.3    12.7    14.3     0.0
DC(Max)     V       1.2     2.4     3.6     4.8     5.6     5.5     5.9
DL-Prec.  : M      73.3    63.9    48.2    26.2     9.2    10.3     0.0
DC(Min)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     515.9   449.5   338.9   184.0    64.6    72.4     0.0
Haunch (Max)V       6.1    12.2    18.3    24.4    28.2    27.9    30.0
Deck +    : M     371.4   323.6   244.0   132.5    46.5    52.2     0.0
Haunch (Min)V       4.4     8.8    13.2    17.5    20.3    20.1    21.6
Diaphragm : M       2.5     1.9     1.2     0.6     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       1.8     1.4     0.9     0.4     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     227.8   198.5   149.6    81.2    28.5    32.0     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.4    12.3    13.3
DL-Comp   : M     164.0   142.9   107.7    58.5    20.5    23.0     0.0
DC(Min)     V       1.9     3.9     5.8     7.7     9.0     8.9     9.5
DL-Comp   : M     121.9   106.2    80.1    43.5    15.3    17.1     0.0
DW(Max)     V       1.4     2.9     4.3     5.8     6.7     6.6     7.1
DL-Comp   : M      52.8    46.0    34.7    18.8     6.6     7.4     0.0
DW(Min)     V       0.6     1.2     1.9     2.5     2.9     2.9     3.1
LL + I    : M+   1914.9  1686.5  1298.3   716.2   253.4   284.2     0.0
            V      65.6    92.7   113.3   134.0   147.5   146.7   154.1
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    77.3    95.5   114.4   134.0   147.5   146.7   154.1
            M    1703.9  1570.1  1239.1   716.2   259.2   290.4    -0.0
Total     : M+   3337.3  2925.6  2232.2  1223.3   431.3   483.8     0.0
            V      82.5   126.3   163.7   201.1   225.1   223.7   236.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    94.1   129.1   164.7   201.1   225.1   223.7   236.9
            M    3126.3  2809.2  2173.0  1223.3   437.1   490.0    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               26.3             26.3
Deck+Haunch            30.0             30.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.9              5.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.3             66.3
DL-Comp.(DW)           35.5             35.5
Live                  149.7            149.7
        Truck         109.6            109.6
        Lane           40.1             40.1
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.77   14.03   21.30   28.57   35.83
Self wt.  : M       0.0    50.8    45.3   129.1   237.8   315.4   362.0   377.5
(Max)       V      21.1    19.6    19.8    17.1    12.8     8.5     4.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    11.4    10.2    29.1    53.5    71.0    81.5    85.0
DC(Max)     V       4.7     4.4     4.4     3.8     2.9     1.9     1.0     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    58.0    51.6   147.2   271.1   359.6   412.7   430.4
Haunch (Max)V      24.0    22.3    22.5    19.5    14.6     9.7     4.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.0     1.5     2.1     2.5
(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    25.6    22.8    65.0   119.7   158.8   182.2   190.0
DC(Max)     V      10.6     9.9     9.9     8.6     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.4    10.2    29.0    53.4    70.8    81.3    84.7
DW(Max)     V       4.7     4.4     4.4     3.8     2.9     1.9     1.0     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   163.4   145.8   405.3   710.4   916.4  1011.2   971.4
            V      89.6    85.2    85.7    77.6    65.6     1.8    39.0    27.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    89.6    85.2    85.7    77.6    65.6    53.6    41.7    31.0
            M       0.0   163.4   145.8   405.3   710.4   880.7   920.3   858.9
Total     : M+      0.0   320.8   286.1   805.2  1446.9  1893.5  2132.9  2141.6
            V     154.8   145.9   146.9   130.5   105.3    28.3    52.3    27.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   154.8   145.9   146.9   130.5   105.3    80.1    55.0    31.1
            M       0.0   320.8   286.1   805.2  1446.9  1857.8  2042.0  2029.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    43.10   50.37   57.63   64.90   69.45   69.17   71.67
Self wt.  : M     362.0   315.4   237.8   129.1    45.3    50.8     0.0
(Max)       V       4.3     8.5    12.8    17.1    19.8    19.6    21.1
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      81.5    71.0    53.5    29.1    10.2    11.4     0.0
DC(Max)     V       1.0     1.9     2.9     3.8     4.4     4.4     4.7
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     412.7   359.6   271.1   147.2    51.6    58.0     0.0
Haunch (Max)V       4.9     9.7    14.6    19.5    22.5    22.3    24.0
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       2.0     1.5     1.0     0.5     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     182.2   158.8   119.7    65.0    22.8    25.6     0.0
DC(Max)     V       2.2     4.3     6.5     8.6     9.9     9.9    10.6
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      81.3    70.8    53.4    29.0    10.2    11.4     0.0
DW(Max)     V       1.0     1.9     2.9     3.8     4.4     4.4     4.7
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+   1011.2   916.4   710.4   405.3   145.8   163.4     0.0
            V      39.0     1.8    65.6    77.6    85.7    85.2    89.6
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    41.7    53.6    65.6    77.6    85.7    85.2    89.6
            M     920.3   880.7   710.4   405.3   145.8   163.4     0.0
Total     : M+   2132.9  1893.5  1446.9   805.2   286.1   320.8     0.0
            V      52.3    28.3   105.3   130.5   146.9   145.9   154.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    55.0    80.1   105.3   130.5   146.9   145.9   154.8
            M    2041.9  1857.8  1446.9   805.2   286.1   320.8     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.27   14.53   21.80   29.07   36.33   25.43
 
Beam-Self
Precast-top    0.157   0.356   0.629   0.820   0.933   0.972   0.886 
Bottom        -0.124  -0.281  -0.493  -0.639  -0.725  -0.755  -0.689 
 
Prestress
Precast-top   -0.158  -0.354  -0.681  -1.002  -1.159  -1.159  -1.159 
Bottom         2.473   2.623   2.871   3.110   3.227   3.227   3.227 
 
Total
Precast-top   -0.002   0.002  -0.052  -0.182  -0.226  -0.187  -0.274 
Bottom         2.349   2.342   2.378   2.472   2.502   2.472   2.537 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.09 %)
             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    6.77   14.03   21.30   28.57   35.83
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.018   0.050   0.093   0.122   0.140   0.146 
Precast-top   -0.007   0.181   0.169   0.500   0.887   1.077   1.220   1.317 
Bottom         0.364   1.889   1.717   1.586   1.213   1.017   0.879   0.794 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.27   14.53   21.80   29.07   36.33   25.43
 
Beam-Self
Precast-top    0.157   0.356   0.629   0.820   0.933   0.972   0.886 
Bottom        -0.124  -0.281  -0.493  -0.639  -0.725  -0.755  -0.689 
 
Prestress
Precast-top   -0.158  -0.354  -0.681  -1.002  -1.159  -1.159  -1.159 
Bottom         2.473   2.623   2.871   3.110   3.227   3.227   3.227 
 
Total
Precast-top   -0.002   0.002  -0.052  -0.182  -0.226  -0.187  -0.274 
Bottom         2.349   2.342   2.378   2.472   2.502   2.472   2.537 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.225   0.000   0.169 
Ast_prvd, in2  0.440   0.000   0.000   0.000   0.000*  0.000   0.000*


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.09 %)
             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    6.77   14.03   21.30   28.57   35.83
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 

 
 
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    6.77   14.03   21.30   28.57   35.83
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.098   0.087   0.243   0.426   0.549   0.607   0.589 
Precast-top   -0.003   0.147   0.135   0.390   0.689   0.854   0.958   0.993 
Bottom         0.182   0.762   0.695   0.341  -0.180  -0.499  -0.669  -0.667 
 

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
    236.9    9.0   49.5    0.331   2.8   6.00e-3 50.0    230.4     1.113    0.533      1.38
      0.0    0.4   49.3     31.5 0.098      30.0 0.87    24.00     0.139    0.544*
Transfer:   3.00
    223.7    9.0   49.5    1.988  16.6   0.68e-3 31.4    124.8     0.315    1.067      0.00
    490.0    2.4   48.3    189.0 0.089     107.1 3.18    24.00     0.139    2.198 
Critical:   4.52
    215.5    9.0   49.5    2.170  16.6  -0.00e-3 29.0     61.1     0.140    0.686      0.00
    751.3    2.6   48.2    189.0 0.086     161.8 4.82    24.00     0.139    1.991 
0.1L    :   7.27
    201.1    9.0   49.5    2.493  16.6   0.27e-3 29.9     73.3     0.176    0.671      0.00
   1223.3    3.0   48.0    189.0 0.080     133.6 3.99    24.00     0.139    1.924 
0.2L    :  14.53
    164.7    9.0   45.8    3.906  16.6   0.03e-3 29.1     22.7     0.139    0.505      0.00
   2173.1    3.7   43.9    189.0 0.070     143.8 4.70    24.00     0.139    1.966 
0.3L    :  21.80
    129.1    9.0   47.9    3.906  16.6   0.95e-3 32.3     36.7     0.139    0.253      0.00
   2809.2    3.7   46.1    189.0 0.051      90.2 2.81    24.00     0.139    1.386 
0.4L    :  29.07
     94.1    9.0   49.0    3.906   0.0   1.36e-3 33.7     26.3     0.139    0.253      0.00
   3126.3    3.7   47.2    189.0 0.041      78.2 2.38    24.00     0.139    1.601 
0.5L    :  36.33
     59.8    9.0   49.0    3.906   0.0   1.07e-3 32.7      0.0     0.139    0.253      0.00
   3135.6    3.7   47.2    189.0 0.026      87.6 2.66    24.00     0.139    2.714 
0.6L    :  43.60
     94.1    9.0   49.0    3.906   0.0   1.36e-3 33.7     26.3     0.139    0.253      0.00
   3126.3    3.7   47.2    189.0 0.041      78.2 2.38    24.00     0.139    1.601 
0.7L    :  50.87
    129.1    9.0   47.9    3.906  16.6   0.95e-3 32.3     36.7     0.139    0.253      0.00
   2809.2    3.7   46.1    189.0 0.051      90.2 2.81    24.00     0.139    1.386 
0.8L    :  58.13
    164.7    9.0   45.8    3.906  16.6   0.03e-3 29.1     22.7     0.139    0.505      0.00
   2173.0    3.7   43.9    189.0 0.070     143.8 4.70    24.00     0.139    1.966 
0.9L    :  65.40
    201.1    9.0   49.5    2.493  16.6   0.27e-3 29.9     73.2     0.176    0.671      0.00
   1223.3    3.0   48.0    189.0 0.080     133.6 3.99    24.00     0.139    1.924 
Critical:  68.15
    215.5    9.0   49.5    2.170  16.6  -0.00e-3 29.0     61.1     0.140    0.686      0.00
    751.3    2.6   48.2    189.0 0.086     161.8 4.82    24.00     0.139    1.991 
Transfer:  69.67
    223.7    9.0   49.5    1.988  16.6   0.68e-3 31.4    124.8     0.315    1.067      0.00
    490.0    2.4   48.3    189.0 0.089     107.1 3.18    24.00     0.139    2.198 
Bearing :  72.17
    236.9    9.0   49.5    0.331   2.8   6.00e-3 50.0    230.4     1.113    0.533      1.38
      0.0    0.4   49.3     31.5 0.098      30.0 0.87    24.00     0.139    0.544*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.53
 
 
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
    236.9      5.34     49.54    0.41       49.33    24.00      0.120      1.479      0.395      0.533 
Transfer:      2.50
    223.7      5.14     49.54    2.43       48.32    24.00      0.120      1.414      0.357      0.533 
Critical:      4.02
    215.6      4.97     49.54    2.65       48.21    24.00      0.120      1.357      0.322      0.343 
0.1L    :      6.77
    201.1      4.65     49.54    3.03       48.02    24.00      0.120      1.251      0.259      0.343 
0.2L    :     14.03
    164.7      4.17     45.79    3.68       43.95    24.00      0.120      1.088      0.161      0.253 
0.3L    :     21.30
    129.1      3.11     47.95    3.69       46.11    24.00      0.120      0.737      0.000      0.253 
0.4L    :     28.57
     94.1      2.22     49.03    3.69       47.18    24.00      0.120      0.439      0.000      0.253 
0.5L    :     35.83
     59.8      1.41     49.03    3.69       47.18    24.00      0.120      0.169      0.000      0.253 
0.6L    :     43.10
     94.1      2.22     49.03    3.69       47.18    24.00      0.120      0.439      0.000      0.253 
0.7L    :     50.37
    129.1      3.11     47.95    3.69       46.11    24.00      0.120      0.737      0.000      0.253 
0.8L    :     57.63
    164.7      4.17     45.79    3.68       43.95    24.00      0.120      1.088      0.161      0.253 
0.9L    :     64.90
    201.1      4.65     49.54    3.03       48.02    24.00      0.120      1.251      0.259      0.343 
Critical:     67.65
    215.6      4.97     49.54    2.65       48.21    24.00      0.120      1.357      0.322      0.343 
Transfer:     69.17
    223.7      5.14     49.54    2.43       48.32    24.00      0.120      1.414      0.357      0.533 
Bearing :     71.67
    236.9      5.34     49.54    0.41       49.33    24.00      0.120      1.479      0.395      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.77 ft
Prestress      :       0.641  1.80      1.154  2.20      1.410
Self Wt.       :      -0.213  1.85     -0.393  2.40     -0.510
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          :       0.428            0.760            0.900
 
At 0.2 x L = 14.03 ft
Prestress      :       1.161  1.80      2.090  2.20      2.555
Self Wt.       :      -0.399  1.85     -0.738  2.40     -0.958
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          :       0.762            1.352            1.597
 
At 0.3 x L = 21.30 ft
Prestress      :       1.538  1.80      2.768  2.20      3.383
Self Wt.       :      -0.541  1.85     -1.001  2.40     -1.299
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          :       0.996            1.767            2.084
 
At 0.4 x L = 28.57 ft
Prestress      :       1.767  1.80      3.180  2.20      3.887
Self Wt.       :      -0.630  1.85     -1.166  2.40     -1.513
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          :       1.136            2.014            2.374
 
At 0.5 x L = 35.83 ft
Prestress      :       1.847  1.80      3.325  2.20      4.064
Self Wt.       :      -0.662  1.85     -1.224  2.40     -1.588
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          :       1.186            2.101            2.476
 
At 0.6 x L = 43.10 ft
Prestress      :       1.767  1.80      3.180  2.20      3.887
Self Wt.       :      -0.630  1.85     -1.166  2.40     -1.513
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          :       1.136            2.014            2.374
 
At 0.7 x L = 50.37 ft
Prestress      :       1.538  1.80      2.768  2.20      3.383
Self Wt.       :      -0.541  1.85     -1.001  2.40     -1.299
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          :       0.996            1.767            2.084
 
At 0.8 x L = 57.63 ft
Prestress      :       1.161  1.80      2.090  2.20      2.555
Self Wt.       :      -0.399  1.85     -0.738  2.40     -0.958
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          :       0.762            1.352            1.597
 
At 0.9 x L = 64.90 ft
Prestress      :       0.641  1.80      1.154  2.20      1.410
Self Wt.       :      -0.213  1.85     -0.393  2.40     -0.510
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          :       0.428            0.760            0.900
 

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
   483.8    42.4  2.556  264.9    2.9   2.43   2322.0  0.051T 1.00       -       -     -     -  
H/2     :   2.22
   431.3    42.3  2.317  265.4    2.6   2.20   2109.4  0.056T 1.00       -       -     -     -  
0.1L    :   6.77
  1223.3    43.6  3.205  263.8    3.6   3.03   2967.3  0.040T 1.00       -       -     -     -  
0.2L    :  14.03
  2232.3    45.8  3.906  262.8    4.3   3.68   3760.1  0.032T 1.00    402.4   402.4    9.34    -  
0.3L    :  21.30
  2925.7    47.9  3.906  263.2    4.3   3.69   3949.3  0.032T 1.00    271.0   271.0   14.57    -  
0.4L    :  28.57
  3337.4    49.0  3.906  263.3    4.3   3.69   4044.0  0.032T 1.00    193.2   193.2   20.93    -  
0.5L    :  35.83
  3449.2    49.0  3.906  263.3    4.3   3.69   4044.0  0.032T 1.00    164.4   164.4   24.61    -  
0.6L    :  43.10
  3337.3    49.0  3.906  263.3    4.3   3.69   4044.0  0.032T 1.00    193.2   193.2   20.93    -  
0.7L    :  50.37
  2925.6    47.9  3.906  263.2    4.3   3.69   3949.3  0.032T 1.00    271.1   271.1   14.57    -  
0.8L    :  57.63
  2232.2    45.8  3.906  262.8    4.3   3.68   3760.1  0.032T 1.00    402.4   402.4    9.34    -  
0.9L    :  64.90
  1223.3    43.6  3.205  263.8    3.6   3.03   2967.3  0.040T 1.00       -       -     -     -  
H/2     :  69.45
   431.3    42.3  2.317  265.4    2.6   2.20   2109.4  0.056T 1.00       -       -     -     -  
Transfer:  69.17
   483.8    42.4  2.556  264.9    2.9   2.43   2322.0  0.051T 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 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.021
        M   2.00 Fb     0.278
 
  2   2 E  42.00 Ft     0.451
        M   8.00 Fb     0.164
 
  3   2 E  38.00 Ft     0.851
        M   4.00 Fb     0.107
 
  4   2 E   6.00 Ft     0.745
        M   6.00 Fb     0.452
 
  5   2 E   6.00 Ft     0.639
        M   6.00 Fb     0.797
 
  6   2 E   4.00 Ft     0.497
        M   4.00 Fb     1.171
 
  7   2 E   4.00 Ft     0.355
        M   4.00 Fb     1.544
 
  8   2 E   2.00 Ft     0.177
        M   2.00 Fb     1.947
 
  9   2 E   2.00 Ft    -0.002
        M   2.00 Fb     2.349
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 72.67            Release Length, ft: 72.67
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   4           No. of strands, Straight:  14
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  6.50 %               Final losses: 12.88 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.537     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.274     Depress
      Precast Top w/ reinf. (tension)      -0.540           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4043.95     3449.16     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  -0.000     Bearing    1.800   0.146     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   1.317     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.889    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.470  -0.000     Bearing
    Pre.Bot:  -0.470  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.993     Midspan
    Pre.Bot:                                                             2.400   0.762    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.83 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.847  1.80      3.325  2.20      4.064
Self Wt.       :      -0.662  1.85     -1.224  2.40     -1.588
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          :       1.186            2.101            2.476
 
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

