 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/24/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : D Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1)The Bridge span is 110 feet, girder spacing is 7.5 feet, and deck overhang width is 3 feet 
                     and 1 inch.
                     (2)The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from 11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3)The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.0 inches.
                     (4)The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to that 
                     evenly distributed to a four-girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail. 
                     (5)One steel diaphragm of 0.285 kips is at the center of span. 
                     (6)Live load moment and shear distribution factor is determined based on 0- and 60-degree 
                     skews, respectively.  
                     (7)Total initial prestress is based on 72.6% f's (f's = 270 ksi) and 0.6-inch diameter strands 
                     with As = 0.217 square inches.
                     (8)There is a hold-down point is at 0.40L of the beam length.
                     (9)The beam lifting and supporting points are 4.835' and 11', respectively.
                     (10)The girder concrete strengths at release and at final are 6.5 and 7.5 ksi, repectively. 
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_ec0f.tmp\D110-0_40\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  =       20.000
Bridge c/s,MI(Ixx), in4 =   2639977.00
 
SPAN DATA
---------
Precast length    , ft =    111.000
Bearing-to-bearing, ft =    110.000
Release span      , ft =    111.000
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1             IA-Std-D    3.083    638.7   214974.0  54.00  24.37  20.00   6.833
 2             IA-Std-D    7.500    638.7   214974.0  54.00  24.37  20.00   7.500
 3             IA-Std-D    7.500    638.7   214974.0  54.00  24.37  20.00   7.500
 4             IA-Std-D    7.500    638.7   214974.0  54.00  24.37  20.00   7.500
 5             IA-Std-D    7.500    638.7   214974.0  54.00  24.37  20.00   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      =      7.500           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5249.690        3586.620
K1            =      1.000           1.000
f'ci,ksi      =      6.500 
Eci ,ksi      =   5007.550
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 0.40L
     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        0.056    0.00       0.056  110.00   Additional Overhang
   1    1    DC Line        0.010    0.00       0.010  110.00   Additional Haunch
   1    1    DC Line        0.064    0.00       0.064  110.00   Sacrificial Wearing Surface
   1    2    DC Line        0.010    0.00       0.010  110.00   Additional Haunch
   1    2    DC Line        0.070    0.00       0.070  110.00   Sacrificial Wearing Surface
   1    3    DC Line        0.010    0.00       0.010  110.00   Additional Haunch
   1    3    DC Line        0.070    0.00       0.070  110.00   Sacrificial Wearing Surface
   1    4    DC Line        0.010    0.00       0.010  110.00   Additional Haunch
   1    4    DC Line        0.070    0.00       0.070  110.00   Sacrificial Wearing Surface
   1    5    DC Line        0.056    0.00       0.056  110.00   Additional Overhang
   1    5    DC Line        0.010    0.00       0.010  110.00   Additional Haunch
   1    5    DC Line        0.064    0.00       0.064  110.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.143   55.000
   1    2        0.285   55.000
   1    3        0.285   55.000
   1    4        0.285   55.000
   1    5        0.143   55.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740  110.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  110.00   Right Barrier Weight
   1    DW Area        0.020   33.00          -       -    Future Wearing Surface
 
TEMPERATURE LOADS
-----------------
 
LIVE LOADS
----------
Live load deflection: included.
ID: Design Lane (Type: Design Lane)
ID: Design Tandem (Type: Design Tandem)
ID: Design Truck (Type: Design Truck)
 
Pedestrian Load - NONE
 

ANALYSIS DATA:
--------------
ANALYSIS PARAMETERS DATA
------------------------
 
  Truck impact:       1.330 
  Lane  impact:       1.000 
  Strength II impact: 1.330 
  Fatigue impact:     1.150 
 
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
 
  Include sacrificial deck thick in ts:                     NO   
  Is Span Post-tensioned:                                   NO   
  Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO   
  ADTT (Average Daily Truck Traffic)    :                   5000 
  Percent of the specified force effect :                   1.00 
  Apply reduction of Moment for skew:                       NO   
 
NOTE: Beam specific dead and live load DFs are printed in beam level reports.
 
LOAD FACTORS: (Table 3.4.1-1 & 3.4.1-2)
---------------------------------------
 
               Live DC(max) DC(min) DW(max) DW(min) 
----------------------------------------------------
  Service I:   1.00    1.00    1.00    1.00    1.00 
  Service III: 0.80    1.00    1.00    1.00    1.00 
  Strength I:  1.75    1.25    0.90    1.50    0.65 
  Fatigue I:   1.75    -       -       -       -    
 
 
----------
 
  Ductility Factor:  1.00 
  Redundancy Factor: 1.00 
  Importance Factor: 1.00 
 
----------------------------------------------------------------------------------------------------


PROJECT PARAMETERS DATA:
------------------------
SPAN TO DEPTH RATIO (Table 2.5.2.6.3-1):
----------------------------------------
 
  Span Computed Allowable Status 
---------------------------------
     1    0.046     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              6.50 ksi 
  Elasticity          5007.5 ksi 
  Max comp              4.22 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.61 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      7.50 ksi    4.00 ksi 
  Elasticity 5249.69 ksi 3586.62 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.50 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.38 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    3.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.52 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    6.50        7.50      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    6.50        7.50      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    6.50        7.50      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    6.50        7.50      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    6.50        7.50      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 34 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 44.40 ft from member end )
 
END PATTERN (Ycg = 12.56 in):
 
  8 @  2.000 in 8 @  4.000 in 6 @  6.000 in 4 @  8.000 in 
  2 @ 10.000 in 2 @ 46.500 in 2 @ 48.500 in 2 @ 50.500 in 
                                                          
 
MID PATTERN (Ycg = 4.71 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  8 @  2.000 in 8 @  4.000 in 6 @  6.000 in 4 @  8.000 in 
  2 @ 10.000 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#5[M16]  60.0  0.62    3.00   0.1250   1.1250 No        
       2 US#4[M13]  60.0  0.40    9.00   0.1250   3.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00   0.3750   0.6250 No        
       2 US#5[M16]  60.0  0.62    7.50   0.6250   1.2500 No        
       2 US#5[M16]  60.0  0.62    9.00   1.2500   3.5000 No        
       2 US#5[M16]  60.0  0.62   10.38   3.5000   4.3701 No        
       2 US#5[M16]  60.0  0.62   11.75   4.3701   5.3501 No        
       2 US#4[M13]  60.0  0.40   11.75   3.8750   5.8330 Yes       
       2 US#4[M13]  60.0  0.40   14.00   5.8330  12.8330 Yes       
       2 US#4[M13]  60.0  0.40   17.00  12.8330  98.1670 Yes       
       2 US#4[M13]  60.0  0.40   14.00  98.1670 105.1670 Yes       
       2 US#4[M13]  60.0  0.40   11.75 105.1670 107.1250 Yes       
       2 US#5[M16]  60.0  0.62   11.75 105.6499 106.6299 No        
       2 US#5[M16]  60.0  0.62   10.38 106.6299 107.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 107.5000 109.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 109.7500 110.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 110.3750 110.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 107.1250 110.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 109.8750 110.8750 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start     End   Side Cover 
                       (in)      (in2)   (ft)    (ft)      (in)    
-------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  26.5000   10.00    
      1 US#4[M13]           2.00 0.200 84.5000 111.0000   10.00    
      1 US#6[M19]           2.00 0.440  0.0000  38.3330       2.00 
      2 US#6[M19]           2.00 0.880 72.6670 111.0000       2.00 
      2 US#8[M25]           2.00 1.580 35.9163  75.0837       2.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 34 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 44.40 ft from member end )
 
END PATTERN (Ycg = 12.56 in):
 
  8 @  2.000 in 8 @  4.000 in 6 @  6.000 in 4 @  8.000 in 
  2 @ 10.000 in 2 @ 46.500 in 2 @ 48.500 in 2 @ 50.500 in 
                                                          
 
MID PATTERN (Ycg = 4.71 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  8 @  2.000 in 8 @  4.000 in 6 @  6.000 in 4 @  8.000 in 
  2 @ 10.000 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#5[M16]  60.0  0.62    3.00   0.1250   1.1250 No        
       2 US#4[M13]  60.0  0.40    9.00   0.1250   3.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00   0.3750   0.6250 No        
       2 US#5[M16]  60.0  0.62    7.50   0.6250   1.2500 No        
       2 US#5[M16]  60.0  0.62    9.00   1.2500   3.5000 No        
       2 US#5[M16]  60.0  0.62   10.38   3.5000   4.3701 No        
       2 US#5[M16]  60.0  0.62   11.75   4.3701   5.3501 No        
       2 US#4[M13]  60.0  0.40   11.75   3.8750   5.8330 Yes       
       2 US#4[M13]  60.0  0.40   14.00   5.8330  12.8330 Yes       
       2 US#4[M13]  60.0  0.40   17.00  12.8330  98.1670 Yes       
       2 US#4[M13]  60.0  0.40   14.00  98.1670 105.1670 Yes       
       2 US#4[M13]  60.0  0.40   11.75 105.1670 107.1250 Yes       
       2 US#5[M16]  60.0  0.62   11.75 105.6499 106.6299 No        
       2 US#5[M16]  60.0  0.62   10.38 106.6299 107.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 107.5000 109.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 109.7500 110.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 110.3750 110.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 107.1250 110.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 109.8750 110.8750 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start     End   Side Cover 
                       (in)      (in2)   (ft)    (ft)      (in)    
-------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  26.5000   10.00    
      1 US#4[M13]           2.00 0.200 84.5000 111.0000   10.00    
      1 US#6[M19]           2.00 0.440  0.0000  38.3330       2.00 
      2 US#6[M19]           2.00 0.880 72.6670 111.0000       2.00 
      2 US#8[M25]           2.00 1.580 35.9163  75.0837       2.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 34 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 44.40 ft from member end )
 
END PATTERN (Ycg = 12.56 in):
 
  8 @  2.000 in 8 @  4.000 in 6 @  6.000 in 4 @  8.000 in 
  2 @ 10.000 in 2 @ 46.500 in 2 @ 48.500 in 2 @ 50.500 in 
                                                          
 
MID PATTERN (Ycg = 4.71 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  8 @  2.000 in 8 @  4.000 in 6 @  6.000 in 4 @  8.000 in 
  2 @ 10.000 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#5[M16]  60.0  0.62    3.00   0.1250   1.1250 No        
       2 US#4[M13]  60.0  0.40    9.00   0.1250   3.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00   0.3750   0.6250 No        
       2 US#5[M16]  60.0  0.62    7.50   0.6250   1.2500 No        
       2 US#5[M16]  60.0  0.62    9.00   1.2500   3.5000 No        
       2 US#5[M16]  60.0  0.62   10.38   3.5000   4.3701 No        
       2 US#5[M16]  60.0  0.62   11.75   4.3701   5.3501 No        
       2 US#4[M13]  60.0  0.40   11.75   3.8750   5.8330 Yes       
       2 US#4[M13]  60.0  0.40   14.00   5.8330  12.8330 Yes       
       2 US#4[M13]  60.0  0.40   17.00  12.8330  98.1670 Yes       
       2 US#4[M13]  60.0  0.40   14.00  98.1670 105.1670 Yes       
       2 US#4[M13]  60.0  0.40   11.75 105.1670 107.1250 Yes       
       2 US#5[M16]  60.0  0.62   11.75 105.6499 106.6299 No        
       2 US#5[M16]  60.0  0.62   10.38 106.6299 107.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 107.5000 109.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 109.7500 110.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 110.3750 110.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 107.1250 110.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 109.8750 110.8750 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start     End   Side Cover 
                       (in)      (in2)   (ft)    (ft)      (in)    
-------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  26.5000   10.00    
      1 US#4[M13]           2.00 0.200 84.5000 111.0000   10.00    
      1 US#6[M19]           2.00 0.440  0.0000  38.3330       2.00 
      2 US#6[M19]           2.00 0.880 72.6670 111.0000       2.00 
      2 US#8[M25]           2.00 1.580 35.9163  75.0837       2.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 34 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 44.40 ft from member end )
 
END PATTERN (Ycg = 12.56 in):
 
  8 @  2.000 in 8 @  4.000 in 6 @  6.000 in 4 @  8.000 in 
  2 @ 10.000 in 2 @ 46.500 in 2 @ 48.500 in 2 @ 50.500 in 
                                                          
 
MID PATTERN (Ycg = 4.71 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  8 @  2.000 in 8 @  4.000 in 6 @  6.000 in 4 @  8.000 in 
  2 @ 10.000 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#5[M16]  60.0  0.62    3.00   0.1250   1.1250 No        
       2 US#4[M13]  60.0  0.40    9.00   0.1250   3.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00   0.3750   0.6250 No        
       2 US#5[M16]  60.0  0.62    7.50   0.6250   1.2500 No        
       2 US#5[M16]  60.0  0.62    9.00   1.2500   3.5000 No        
       2 US#5[M16]  60.0  0.62   10.38   3.5000   4.3701 No        
       2 US#5[M16]  60.0  0.62   11.75   4.3701   5.3501 No        
       2 US#4[M13]  60.0  0.40   11.75   3.8750   5.8330 Yes       
       2 US#4[M13]  60.0  0.40   14.00   5.8330  12.8330 Yes       
       2 US#4[M13]  60.0  0.40   17.00  12.8330  98.1670 Yes       
       2 US#4[M13]  60.0  0.40   14.00  98.1670 105.1670 Yes       
       2 US#4[M13]  60.0  0.40   11.75 105.1670 107.1250 Yes       
       2 US#5[M16]  60.0  0.62   11.75 105.6499 106.6299 No        
       2 US#5[M16]  60.0  0.62   10.38 106.6299 107.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 107.5000 109.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 109.7500 110.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 110.3750 110.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 107.1250 110.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 109.8750 110.8750 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start     End   Side Cover 
                       (in)      (in2)   (ft)    (ft)      (in)    
-------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  26.5000   10.00    
      1 US#4[M13]           2.00 0.200 84.5000 111.0000   10.00    
      1 US#6[M19]           2.00 0.440  0.0000  38.3330       2.00 
      2 US#6[M19]           2.00 0.880 72.6670 111.0000       2.00 
      2 US#8[M25]           2.00 1.580 35.9163  75.0837       2.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 34 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 44.40 ft from member end )
 
END PATTERN (Ycg = 12.56 in):
 
  8 @  2.000 in 8 @  4.000 in 6 @  6.000 in 4 @  8.000 in 
  2 @ 10.000 in 2 @ 46.500 in 2 @ 48.500 in 2 @ 50.500 in 
                                                          
 
MID PATTERN (Ycg = 4.71 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  8 @  2.000 in 8 @  4.000 in 6 @  6.000 in 4 @  8.000 in 
  2 @ 10.000 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#5[M16]  60.0  0.62    3.00   0.1250   1.1250 No        
       2 US#4[M13]  60.0  0.40    9.00   0.1250   3.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00   0.3750   0.6250 No        
       2 US#5[M16]  60.0  0.62    7.50   0.6250   1.2500 No        
       2 US#5[M16]  60.0  0.62    9.00   1.2500   3.5000 No        
       2 US#5[M16]  60.0  0.62   10.38   3.5000   4.3701 No        
       2 US#5[M16]  60.0  0.62   11.75   4.3701   5.3501 No        
       2 US#4[M13]  60.0  0.40   11.75   3.8750   5.8330 Yes       
       2 US#4[M13]  60.0  0.40   14.00   5.8330  12.8330 Yes       
       2 US#4[M13]  60.0  0.40   17.00  12.8330  98.1670 Yes       
       2 US#4[M13]  60.0  0.40   14.00  98.1670 105.1670 Yes       
       2 US#4[M13]  60.0  0.40   11.75 105.1670 107.1250 Yes       
       2 US#5[M16]  60.0  0.62   11.75 105.6499 106.6299 No        
       2 US#5[M16]  60.0  0.62   10.38 106.6299 107.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 107.5000 109.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 109.7500 110.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 110.3750 110.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 107.1250 110.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 109.8750 110.8750 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start     End   Side Cover 
                       (in)      (in2)   (ft)    (ft)      (in)    
-------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  26.5000   10.00    
      1 US#4[M13]           2.00 0.200 84.5000 111.0000   10.00    
      1 US#6[M19]           2.00 0.440  0.0000  38.3330       2.00 
      2 US#6[M19]           2.00 0.880 72.6670 111.0000       2.00 
      2 US#8[M25]           2.00 1.580 35.9163  75.0837       2.00 
 
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-D                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   3.08/  7.50 ft
     thick: Top =  6.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  7.000 in                     Interior/Exterior  =   Exterior
            Bot =  7.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  7.000 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     =  20.000 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       0.056      0.00       0.056  110.00
     DC  Line       0.010      0.00       0.010  110.00
     DC  Line       0.064      0.00       0.064  110.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    55.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 111.000 ft
Release length = 111.000 ft
Design  length = 110.000 ft
 
Kern points:
------------
Upper    =   38.18 in
Lower    =   13.01 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.583   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.755   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.813   (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                  =        638.7 in2           1079.7 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           517784 in4#
Ht. of c.g.           =        24.37 in             38.23 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1337.7 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.6832

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     2.59    10.60    21.70    32.80    43.90    55.00
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    644.5    673.3    673.3    673.3    673.3    673.3    673.3    673.3
  Yb      ,  in    24.26    23.74    23.73    23.66    23.56    23.46    23.36    23.36
  MI(Ixx) , in4   215784   219975   219989   221204   223106   225262   227670   227670
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1085.1   1112.4   1112.4   1112.4   1112.4   1112.4   1112.4   1112.4
  Yb      ,  in    38.10    37.46    37.46    37.42    37.36    37.31    37.25    37.25
  MI(Ixx) , in4   521381   539564   539591   542010   545574   549383   553436   553436

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.22 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 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           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  34 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 44.40 ft from member end )
END PATTERN (Ycg = 12.56 in):
     8 @  2.000 in     8 @  4.000 in     6 @  6.000 in     4 @  8.000 in
     2 @ 10.000 in     2 @ 46.500 in     2 @ 48.500 in     2 @ 50.500 in

 
MID PATTERN (Ycg = 4.71 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
     8 @  2.000 in     8 @  4.000 in     6 @  6.000 in     4 @  8.000 in
     2 @ 10.000 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     =    7.38 in2      Initial Pull          =     1446.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.665 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.581 ft
Holddown Force        =  21.242 kips     Beam Shrtng (PL/AE)   =      0.571 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)       
--------------------------------------------------------------------------------------
      3775.855         740 2794.133     18.234 73849.844   771.095     418.878        
 
 
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#5[M16]       60.00        0.62       3.00       0.1250      1.1250     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3750      0.6250     No
      2      US#5[M16]       60.00        0.62       7.50       0.6250      1.2500     No
      2      US#5[M16]       60.00        0.62       9.00       1.2500      3.5000     No
      2      US#5[M16]       60.00        0.62      10.38       3.5000      4.3701     No
      2      US#5[M16]       60.00        0.62      11.75       4.3701      5.3501     No
      2      US#4[M13]       60.00        0.40      11.75       3.8750      5.8330    Yes
      2      US#4[M13]       60.00        0.40      14.00       5.8330     12.8330    Yes
      2      US#4[M13]       60.00        0.40      17.00      12.8330     98.1670    Yes
      2      US#4[M13]       60.00        0.40      14.00      98.1670    105.1670    Yes
      2      US#4[M13]       60.00        0.40      11.75     105.1670    107.1250    Yes
      2      US#5[M16]       60.00        0.62      11.75     105.6499    106.6299     No
      2      US#5[M16]       60.00        0.62      10.38     106.6299    107.5000     No
      2      US#5[M16]       60.00        0.62       9.00     107.5000    109.7500     No
      2      US#5[M16]       60.00        0.62       7.50     109.7500    110.3750     No
      2      US#5[M16]       60.00        0.62       3.00     110.3750    110.6250     No
      2      US#4[M13]       60.00        0.40       9.00     107.1250    110.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00     109.8750    110.8750     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start     End   Side Cover 
                       (in)      (in2)   (ft)    (ft)      (in)    
-------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  26.5000   10.00    
      1 US#4[M13]           2.00 0.200 84.5000 111.0000   10.00    
      1 US#6[M19]           2.00 0.440  0.0000  38.3330       2.00 
      2 US#6[M19]           2.00 0.880 72.6670 111.0000       2.00 
      2 US#8[M25]           2.00 1.580 35.9163  75.0837       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.3780 in2       Ycg =  4.71 in
         P_init    =     1446.2 kips  Ecc = 19.66 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.01 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.989 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.50 ksi    0.00 ksi
    due to Composite Loads                                 -2.48 ksi    0.00 ksi
    due to Live Loads                                      -6.33 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                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.10 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.01 ksi  ( 8.68 %)            10.18 ksi ( 5.20 %)
Total Prestress Losses                                    27.20 ksi (13.87 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.8 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    2.59   10.60   21.70   32.80   43.90   55.00
Self wt.  : M       0.0    89.4    92.7   350.5   637.4   842.3   965.3  1006.3
(Max)       V      36.6    34.9    34.9    29.5    22.2    14.8     7.4     0.0
DL-Prec.  : M       0.0    17.5    18.1    68.5   124.6   164.7   188.7   196.7
DC(Max)     V       7.2     6.8     6.8     5.8     4.3     2.9     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    90.3    93.7   354.2   644.2   851.3   975.5  1017.0
Haunch (Max)V      37.0    35.3    35.2    29.9    22.4    14.9     7.5     0.0
Diaphragm : M       0.0     0.2     0.2     0.8     1.6     2.3     3.1     3.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    39.8    41.2   155.9   283.6   374.8   429.5   447.7
DC(Max)     V      16.3    15.5    15.5    13.1     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    17.7    18.4    69.5   126.5   167.1   191.5   199.6
DW(Max)     V       7.3     6.9     6.9     5.9     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   191.1   198.1   745.3  1343.5  1755.2  1999.8  2066.6
            V      99.9    96.8    96.6    86.6    73.0    59.5    40.6    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    99.9    96.8    96.7    86.7    74.0    61.9    50.4    39.5
            M       0.0   188.7   195.5   723.0  1264.0  1598.6  1742.0  1709.1
Total     : M+      0.0   446.0   462.3  1744.8  3161.3  4157.7  4753.4  4937.8
            V     204.2   196.4   196.1   170.8   136.2   101.6    61.7    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   204.2   196.4   196.1   170.9   137.2   104.1    71.5    39.6
            M       0.0   443.6   459.8  1722.4  3081.7  4001.1  4495.7  4580.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.10   77.20   88.30   99.40  107.41  107.50  110.00
Self wt.  : M     965.3   842.3   637.4   350.5    92.7    89.4     0.0
(Max)       V       7.4    14.8    22.2    29.5    34.9    34.9    36.6
DL-Prec.  : M     188.7   164.7   124.6    68.5    18.1    17.5     0.0
DC(Max)     V       1.4     2.9     4.3     5.8     6.8     6.8     7.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     975.5   851.3   644.2   354.2    93.7    90.3     0.0
Haunch (Max)V       7.5    14.9    22.4    29.9    35.2    35.3    37.0
Diaphragm : M       3.1     2.3     1.6     0.8     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     429.5   374.8   283.6   155.9    41.2    39.8     0.0
DC(Max)     V       3.3     6.6     9.9    13.1    15.5    15.5    16.3
DL-Comp   : M     191.5   167.1   126.5    69.5    18.4    17.7     0.0
DW(Max)     V       1.5     2.9     4.4     5.9     6.9     6.9     7.3
LL + I    : M+   1999.8  1755.2  1343.5   745.3   198.1   191.1     0.0
            V      40.6    59.5    73.0    86.6    96.6    96.8    99.9
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    50.4    61.9    74.0    86.7    96.7    96.8    99.9
            M    1742.0  1598.6  1264.0   723.0   195.5   188.7     0.0
Total     : M+   4753.4  4157.7  3161.3  1744.8   462.3   446.0     0.0
            V      61.7   101.6   136.2   170.8   196.1   196.4   204.2
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    71.5   104.1   137.2   170.9   196.1   196.4   204.2
            M    4495.7  4001.1  3081.7  1722.4   459.8   443.6     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.6             36.6
Deck+Haunch            37.0             37.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            7.2              7.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           81.4             81.4
DL-Comp.(DW)           36.3             36.3
Live                  101.1            101.1
        Truck          65.9             65.9
        Lane           35.2             35.2
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    2.59   10.60   21.70   32.80   43.90   55.00
Self wt.  : M       0.0    89.4    92.7   350.5   637.4   842.3   965.3  1006.3
(Max)       V      36.6    34.9    34.9    29.5    22.2    14.8     7.4     0.0
DL-Prec.  : M       0.0    17.5    18.1    68.5   124.6   164.7   188.7   196.7
DC(Max)     V       7.2     6.8     6.8     5.8     4.3     2.9     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    90.3    93.7   354.2   644.2   851.3   975.5  1017.0
Haunch (Max)V      37.0    35.3    35.2    29.9    22.4    14.9     7.5     0.0
Diaphragm : M       0.0     0.2     0.2     0.8     1.6     2.3     3.1     3.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    39.8    41.2   155.9   283.6   374.8   429.5   447.7
DC(Max)     V      16.3    15.5    15.5    13.1     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    17.7    18.4    69.5   126.5   167.1   191.5   199.6
DW(Max)     V       7.3     6.9     6.9     5.9     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   152.9   158.5   596.3  1074.8  1404.1  1599.8  1653.2
            V      79.9    77.4    77.3    69.3    58.4    47.6    32.4    21.6
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    79.9    77.4    77.3    69.3    59.2    49.6    40.3    31.6
            M       0.0   150.9   156.4   578.4  1011.2  1278.9  1393.6  1367.3
Total     : M+      0.0   407.8   422.7  1595.7  2892.6  3806.6  4353.5  4524.5
            V     184.3   177.0   176.7   153.5   121.6    89.7    53.6    21.7
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   184.3   177.0   176.8   153.6   122.4    91.7    61.5    31.7
            M       0.0   405.9   420.7  1577.9  2828.9  3681.4  4147.3  4238.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.10   77.20   88.30   99.40  107.41  107.50  110.00
Self wt.  : M     965.3   842.3   637.4   350.5    92.7    89.4     0.0
(Max)       V       7.4    14.8    22.2    29.5    34.9    34.9    36.6
DL-Prec.  : M     188.7   164.7   124.6    68.5    18.1    17.5     0.0
DC(Max)     V       1.4     2.9     4.3     5.8     6.8     6.8     7.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     975.5   851.3   644.2   354.2    93.7    90.3     0.0
Haunch (Max)V       7.5    14.9    22.4    29.9    35.2    35.3    37.0
Diaphragm : M       3.1     2.3     1.6     0.8     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     429.5   374.8   283.6   155.9    41.2    39.8     0.0
DC(Max)     V       3.3     6.6     9.9    13.1    15.5    15.5    16.3
DL-Comp   : M     191.5   167.1   126.5    69.5    18.4    17.7     0.0
DW(Max)     V       1.5     2.9     4.4     5.9     6.9     6.9     7.3
LL + I    : M+   1599.8  1404.1  1074.8   596.3   158.5   152.9     0.0
            V      32.4    47.6    58.4    69.3    77.3    77.4    79.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.3    49.6    59.2    69.3    77.3    77.4    79.9
            M    1393.6  1278.9  1011.2   578.4   156.4   150.9     0.0
Total     : M+   4353.5  3806.6  2892.6  1595.7   422.7   407.8     0.0
            V      53.6    89.7   121.6   153.5   176.7   177.0   184.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    61.5    91.7   122.4   153.6   176.8   177.0   184.3
            M    4147.3  3681.4  2828.9  1577.9   420.7   405.9     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    2.59   10.60   21.70   32.80   43.90   55.00
Self wt.  : M       0.0   111.8   115.8   438.1   796.8  1052.9  1206.6  1257.9
(Max)       V      45.7    43.7    43.6    36.9    27.7    18.5     9.2     0.0
Self wt.  : M       0.0    80.5    83.4   315.4   573.7   758.1   868.8   905.7
(Min)       V      32.9    31.4    31.4    26.6    19.9    13.3     6.6     0.0
DL-Prec.  : M       0.0    21.8    22.6    85.6   155.8   205.8   235.9   245.9
DC(Max)     V       8.9     8.5     8.5     7.2     5.4     3.6     1.8     0.0
DL-Prec.  : M       0.0    15.7    16.3    61.7   112.1   148.2   169.8   177.0
DC(Min)     V       6.4     6.1     6.1     5.2     3.9     2.6     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   112.9   117.1   442.8   805.2  1064.1  1219.4  1271.2
Haunch (Max)V      46.2    44.1    44.0    37.3    28.0    18.7     9.3     0.0
Deck +    : M       0.0    81.3    84.3   318.8   579.7   766.1   878.0   915.3
Haunch (Min)V      33.3    31.8    31.7    26.9    20.2    13.4     6.7     0.0
Diaphragm : M       0.0     0.2     0.2     0.9     1.9     2.9     3.9     4.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.2     0.7     1.4     2.1     2.8     3.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    49.7    51.5   194.9   354.5   468.4   536.8   559.6
DC(Max)     V      20.4    19.4    19.4    16.4    12.3     8.2     4.1     0.0
DL-Comp   : M       0.0    35.8    37.1   140.3   255.2   337.3   386.5   402.9
DC(Min)     V      14.7    14.0    14.0    11.8     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    26.6    27.6   104.3   189.7   250.7   287.3   299.5
DW(Max)     V      10.9    10.4    10.4     8.8     6.6     4.4     2.2     0.0
DL-Comp   : M       0.0    11.5    12.0    45.2    82.2   108.6   124.5   129.8
DW(Min)     V       4.7     4.5     4.5     3.8     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   334.5   346.7  1304.3  2351.1  3071.5  3499.6  3616.5
            V     174.8   169.3   169.1   151.5   127.8   104.1    71.0    47.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   174.8   169.4   169.2   151.7   129.5   108.4    88.3    69.1
            M       0.0   330.2   342.2  1265.2  2211.9  2797.6  3048.6  2991.0
Total     : M+      0.0   657.5   681.6  2571.1  4655.0  6116.4  6989.6  7255.4
            V     307.1   295.6   295.1   258.3   207.9   157.5    97.7    47.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   307.1   295.6   295.2   258.5   209.6   161.8   115.0    69.2
            M       0.0   653.3   677.1  2531.9  4515.8  5842.5  6538.5  6629.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.10   77.20   88.30   99.40  107.41  107.50  110.00
Self wt.  : M    1206.6  1052.9   796.8   438.1   115.8   111.8     0.0
(Max)       V       9.2    18.5    27.7    36.9    43.6    43.7    45.7
Self wt.  : M     868.8   758.1   573.7   315.5    83.4    80.5     0.0
(Min)       V       6.6    13.3    19.9    26.6    31.4    31.4    32.9
DL-Prec.  : M     235.9   205.8   155.8    85.6    22.6    21.8     0.0
DC(Max)     V       1.8     3.6     5.4     7.2     8.5     8.5     8.9
DL-Prec.  : M     169.8   148.2   112.1    61.7    16.3    15.7     0.0
DC(Min)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1219.4  1064.1   805.2   442.8   117.1   112.9     0.0
Haunch (Max)V       9.3    18.7    28.0    37.3    44.0    44.1    46.2
Deck +    : M     878.0   766.1   579.7   318.8    84.3    81.3     0.0
Haunch (Min)V       6.7    13.4    20.2    26.9    31.7    31.8    33.3
Diaphragm : M       3.9     2.9     1.9     0.9     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       2.8     2.1     1.4     0.7     0.2     0.2     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     536.8   468.4   354.5   194.9    51.5    49.7     0.0
DC(Max)     V       4.1     8.2    12.3    16.4    19.4    19.4    20.4
DL-Comp   : M     386.5   337.3   255.2   140.3    37.1    35.8     0.0
DC(Min)     V       3.0     5.9     8.9    11.8    14.0    14.0    14.7
DL-Comp   : M     287.3   250.7   189.7   104.3    27.6    26.6     0.0
DW(Max)     V       2.2     4.4     6.6     8.8    10.4    10.4    10.9
DL-Comp   : M     124.5   108.6    82.2    45.2    12.0    11.5     0.0
DW(Min)     V       1.0     1.9     2.9     3.8     4.5     4.5     4.7
LL + I    : M+   3499.6  3071.5  2351.1  1304.3   346.7   334.5     0.0
            V      71.0   104.1   127.8   151.5   169.1   169.3   174.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    88.3   108.4   129.5   151.7   169.2   169.4   174.8
            M    3048.6  2797.6  2211.9  1265.2   342.2   330.2     0.0
Total     : M+   6989.6  6116.4  4655.0  2571.1   681.6   657.5     0.0
            V      97.7   157.5   207.9   258.3   295.1   295.6   307.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   115.0   161.8   209.6   258.5   295.2   295.6   307.1
            M    6538.5  5842.5  4515.8  2531.9   677.1   653.3     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               45.7             45.7
Deck+Haunch            46.2             46.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            8.9              8.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          101.8            101.8
DL-Comp.(DW)           54.4             54.4
Live                  176.9            176.9
        Truck         115.3            115.3
        Lane           61.6             61.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, 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    2.59   10.60   21.70   32.80   43.90   55.00
Self wt.  : M       0.0    89.4    92.7   350.5   637.4   842.3   965.3  1006.3
(Max)       V      36.6    34.9    34.9    29.5    22.2    14.8     7.4     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    17.5    18.1    68.5   124.6   164.7   188.7   196.7
DC(Max)     V       7.2     6.8     6.8     5.8     4.3     2.9     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    90.3    93.7   354.2   644.2   851.3   975.5  1017.0
Haunch (Max)V      37.0    35.3    35.2    29.9    22.4    14.9     7.5     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     0.8     1.6     2.3     3.1     3.9
(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    39.8    41.2   155.9   283.6   374.8   429.5   447.7
DC(Max)     V      16.3    15.5    15.5    13.1     9.9     6.6     3.3     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    17.7    18.4    69.5   126.5   167.1   191.5   199.6
DW(Max)     V       7.3     6.9     6.9     5.9     4.4     2.9     1.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   187.2   194.0   721.9  1276.5  1661.3  1863.5  1859.9
            V      98.3    95.5    95.4    86.5    74.8    56.8    45.0    33.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    98.3    95.5    95.4    86.5    74.8    63.0    51.2    39.4
            M       0.0   187.2   194.0   721.9  1276.5  1625.3  1768.3  1705.3
Total     : M+      0.0   442.1   458.2  1721.3  3094.3  4063.8  4617.2  4731.1
            V     202.7   195.1   194.9   170.8   138.0    98.9    66.1    33.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   202.7   195.1   194.9   170.8   138.0   105.1    72.3    39.5
            M       0.0   442.1   458.2  1721.3  3094.3  4027.8  4521.9  4576.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.10   77.20   88.30   99.40  107.41  107.50  110.00
Self wt.  : M     965.3   842.3   637.4   350.5    92.7    89.4     0.0
(Max)       V       7.4    14.8    22.2    29.5    34.9    34.9    36.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     188.7   164.7   124.6    68.5    18.1    17.5     0.0
DC(Max)     V       1.4     2.9     4.3     5.8     6.8     6.8     7.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     975.5   851.3   644.2   354.2    93.7    90.3     0.0
Haunch (Max)V       7.5    14.9    22.4    29.9    35.2    35.3    37.0
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       3.1     2.3     1.6     0.8     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     429.5   374.8   283.6   155.9    41.2    39.8     0.0
DC(Max)     V       3.3     6.6     9.9    13.1    15.5    15.5    16.3
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     191.5   167.1   126.5    69.5    18.4    17.7     0.0
DW(Max)     V       1.5     2.9     4.4     5.9     6.9     6.9     7.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1863.5  1661.3  1276.5   721.9   194.0   187.2     0.0
            V      45.0    56.8    74.8    86.5    95.4    95.5    98.3
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    51.2    63.0    74.8    86.5    95.4    95.5    98.3
            M    1768.3  1625.3  1276.5   721.9   194.0   187.2     0.0
Total     : M+   4617.2  4063.8  3094.3  1721.3   458.2   442.1     0.0
            V      66.1    98.9   138.0   170.8   194.9   195.1   202.7
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    72.3   105.1   138.0   170.8   194.9   195.1   202.7
            M    4521.9  4027.8  3094.3  1721.3   458.2   442.1     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.10   22.20   33.30   44.40   55.50
 
Beam-Self
Precast-top    0.178   0.607   1.074   1.400   1.589   1.655 
Bottom        -0.140  -0.474  -0.831  -1.076  -1.211  -1.262 
 
Prestress
Precast-top   -0.182  -0.444  -0.798  -1.144  -1.483  -1.483 
Bottom         3.975   4.169   4.428   4.677   4.916   4.916 
 
Total
Precast-top   -0.004   0.163   0.276   0.256   0.106   0.172 
Bottom         3.835   3.696   3.597   3.601   3.705   3.654 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.01 %)
             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    2.59   10.60   21.70   32.80   43.90   55.00
 
Prestress
Precast-top   -0.015  -0.158  -0.161  -0.386  -0.694  -0.995  -1.290  -1.290
Bottom         0.603   3.458   3.460   3.627   3.852   4.069   4.276   4.276
 
Self wt.
Precast-top   -0.000   0.148   0.153   0.577   1.044   1.370   1.559   1.625
Bottom        -0.000  -0.116  -0.120  -0.450  -0.808  -1.053  -1.188  -1.239
 
DL-Prec (DC)
Precast-top   -0.000   0.029   0.030   0.113   0.204   0.268   0.305   0.318
Bottom        -0.000  -0.023  -0.023  -0.088  -0.158  -0.206  -0.232  -0.242
 
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   0.149   0.155   0.583   1.055   1.385   1.575   1.642
Bottom        -0.000  -0.117  -0.121  -0.455  -0.816  -1.064  -1.201  -1.252
 
DL-Comp (DC)
Topping-top   -0.000   0.015   0.016   0.059   0.106   0.140   0.159   0.166
Precast-top   -0.000   0.015   0.015   0.057   0.104   0.137   0.156   0.163
Bottom        -0.000  -0.033  -0.034  -0.129  -0.233  -0.305  -0.347  -0.362
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.007   0.026   0.047   0.062   0.071   0.074
Precast-top   -0.000   0.007   0.007   0.026   0.046   0.061   0.070   0.073
Bottom        -0.000  -0.015  -0.015  -0.058  -0.104  -0.136  -0.155  -0.161
 
LL+I(+)
Topping-top   -0.000   0.072   0.075   0.280   0.502   0.653   0.741   0.765
Precast-top   -0.000   0.070   0.073   0.274   0.492   0.640   0.726   0.751
Bottom        -0.000  -0.159  -0.165  -0.618  -1.104  -1.430  -1.615  -1.669
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.094   0.097   0.365   0.656   0.855   0.971   1.005 
Precast-top   -0.015   0.259   0.272   1.244   2.252   2.869   3.106   3.287 
Bottom         0.603   2.995   2.980   1.829   0.627  -0.128  -0.466  -0.654 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.022   0.022   0.085   0.153   0.202   0.230   0.240 
Precast-top   -0.015   0.189   0.199   0.971   1.761   2.229   2.380   2.537 
Bottom         0.603   3.154   3.145   2.447   1.731   1.302   1.149   1.016 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.10   22.20   33.30   44.40   55.50
 
Beam-Self
Precast-top    0.178   0.607   1.074   1.400   1.589   1.655 
Bottom        -0.140  -0.474  -0.831  -1.076  -1.211  -1.262 
 
Prestress
Precast-top   -0.182  -0.444  -0.798  -1.144  -1.483  -1.483 
Bottom         3.975   4.169   4.428   4.677   4.916   4.916 
 
Total
Precast-top   -0.004   0.163   0.276   0.256   0.106   0.172 
Bottom         3.835   3.696   3.597   3.601   3.705   3.654 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.640   0.640   0.640   0.440   1.580   1.580 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.01 %)
             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    2.59   10.60   21.70   32.80   43.90   55.00
 
Prestress
Precast-top   -0.015  -0.158  -0.161  -0.386  -0.694  -0.995  -1.290  -1.290
Bottom         0.603   3.458   3.460   3.627   3.852   4.069   4.276   4.276
 
Self wt.
Precast-top   -0.000   0.148   0.153   0.577   1.044   1.370   1.559   1.625
Bottom        -0.000  -0.116  -0.120  -0.450  -0.808  -1.053  -1.188  -1.239
 
DL-Prec (DC)
Precast-top   -0.000   0.029   0.030   0.113   0.204   0.268   0.305   0.318
Bottom        -0.000  -0.023  -0.023  -0.088  -0.158  -0.206  -0.232  -0.242
 
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   0.149   0.155   0.583   1.055   1.385   1.575   1.642
Bottom        -0.000  -0.117  -0.121  -0.455  -0.816  -1.064  -1.201  -1.252
 
DL-Comp (DC)
Topping-top   -0.000   0.015   0.016   0.059   0.106   0.140   0.159   0.166
Precast-top   -0.000   0.015   0.015   0.057   0.104   0.137   0.156   0.163
Bottom        -0.000  -0.033  -0.034  -0.129  -0.233  -0.305  -0.347  -0.362
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.007   0.026   0.047   0.062   0.071   0.074
Precast-top   -0.000   0.007   0.007   0.026   0.046   0.061   0.070   0.073
Bottom        -0.000  -0.015  -0.015  -0.058  -0.104  -0.136  -0.155  -0.161
 
LL+I(+)
Topping-top   -0.000   0.058   0.060   0.224   0.402   0.523   0.593   0.612
Precast-top   -0.000   0.056   0.058   0.219   0.393   0.512   0.581   0.601
Bottom        -0.000  -0.127  -0.132  -0.494  -0.883  -1.144  -1.292  -1.335
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.079   0.082   0.309   0.555   0.724   0.823   0.852 
Precast-top   -0.015   0.245   0.257   1.189   2.154   2.741   2.961   3.137 
Bottom         0.603   3.027   3.013   1.953   0.848   0.158  -0.143  -0.320 
 

 
 
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    2.59   10.60   21.70   32.80   43.90   55.00
F_LL+I(+)
Topping-top   -0.000   0.070   0.073   0.271   0.477   0.618   0.690   0.689
Precast-top   -0.000   0.069   0.071   0.265   0.467   0.606   0.677   0.676
Bottom        -0.000  -0.156  -0.162  -0.598  -1.049  -1.354  -1.505  -1.502
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.081   0.084   0.313   0.554   0.719   0.805   0.809 
Precast-top   -0.008   0.163   0.171   0.750   1.348   1.720   1.867   1.944 
Bottom         0.302   1.421   1.411   0.625  -0.184  -0.703  -0.931  -0.994 
 

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
    307.1    7.0   57.4    0.666   3.1   6.00e-3 50.0    308.0     1.288    5.493      0.00
      0.0    0.8   57.0     31.5 0.113      30.1 0.87    24.00     0.121    2.202 
Transfer:   3.00
    295.6    7.0   57.4    3.994  18.5  -0.07e-3 28.8    141.0     0.281    1.360      0.00
    653.3    4.6   55.1    189.0 0.107     168.9 5.06    24.00     0.121    2.259 
Critical:   5.07
    286.0    7.0   57.4    4.497  18.5  -0.11e-3 28.6    126.0     0.251    1.042      0.00
   1140.0    5.1   54.8    189.0 0.104     173.3 5.22    24.00     0.121    2.250 
0.1L    :  11.10
    258.5    7.0   57.4    5.940  18.5  -0.11e-3 28.6     97.8     0.198    0.343      0.00
   2531.9    6.7   54.0    189.0 0.095     170.9 5.22    24.00     0.121    1.251 
0.2L    :  22.20
    209.6    7.0   53.6    7.378  18.5  -0.04e-3 28.9     63.9     0.140    0.282      0.00
   4515.8    6.8   50.2    189.0 0.081     150.6 4.95    24.00     0.121    1.278 
0.3L    :  33.30
    161.8    7.0   55.6    7.378  18.5   0.44e-3 30.6     47.5     0.121    0.282      0.00
   5842.5    6.9   52.2    189.0 0.059     113.8 3.60    24.00     0.121    1.430 
0.4L    :  44.40
    115.0    7.0   57.5    7.378   0.0   0.81e-3 31.8     29.9     0.121    0.282      0.00
   6538.5    6.9   54.1    189.0 0.045      97.9 2.98    24.00     0.121    1.728 
0.5L    :  55.50
     69.2    7.0   57.5    7.378   0.0   0.69e-3 31.4      0.0     0.121    0.282      0.00
   6629.9    6.9   54.1    189.0 0.027     103.7 3.16    24.00     0.121    2.976 
0.6L    :  66.60
    115.0    7.0   57.5    7.378   0.0   0.81e-3 31.8     29.9     0.121    0.282      0.00
   6538.5    6.9   54.1    189.0 0.045      97.9 2.98    24.00     0.121    1.728 
0.7L    :  77.70
    161.8    7.0   55.6    7.378  18.5   0.44e-3 30.6     47.5     0.121    0.282      0.00
   5842.5    6.9   52.2    189.0 0.059     113.8 3.60    24.00     0.121    1.430 
0.8L    :  88.80
    209.6    7.0   53.6    7.378  18.5  -0.04e-3 28.9     63.9     0.140    0.282      0.00
   4515.8    6.8   50.2    189.0 0.081     150.6 4.95    24.00     0.121    1.278 
0.9L    :  99.90
    258.5    7.0   57.4    5.940  18.5  -0.11e-3 28.6     97.8     0.198    0.343      0.00
   2531.9    6.7   54.0    189.0 0.095     170.9 5.22    24.00     0.121    1.251 
Critical: 105.93
    286.0    7.0   57.4    4.497  18.5  -0.11e-3 28.6    126.0     0.251    1.042      0.00
   1140.0    5.1   54.8    189.0 0.104     173.3 5.22    24.00     0.121    2.250 
Transfer: 108.00
    295.6    7.0   57.4    3.994  18.5  -0.07e-3 28.8    141.0     0.281    1.360      0.00
    653.3    4.6   55.1    189.0 0.107     168.9 5.06    24.00     0.121    2.259 
Bearing : 110.50
    307.1    7.0   57.4    0.666   3.1   6.00e-3 50.0    308.0     1.288    5.493      0.00
      0.0    0.8   57.0     31.5 0.113      30.1 0.87    24.00     0.121    2.202 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1446.24
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.89
 
 
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 = 16.00(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
    307.1      5.99     57.39    0.78       57.00    24.00      0.160      1.595      0.301      0.533 
Transfer:      2.50
    295.6      5.96     57.39    4.56       55.11    24.00      0.160      1.587      0.296      0.533 
Critical:      4.57
    286.1      5.80     57.39    5.11       54.84    24.00      0.160      1.532      0.263      0.409 
0.1L    :     10.60
    258.5      5.31     57.39    6.69       54.05    24.00      0.160      1.371      0.167      0.343 
0.2L    :     21.70
    209.6      4.64     53.62    6.84       50.20    24.00      0.160      1.147      0.032      0.282 
0.3L    :     32.80
    161.8      3.45     55.58    6.86       52.15    24.00      0.160      0.749      0.000      0.282 
0.4L    :     43.90
    115.0      2.36     57.54    6.86       54.11    24.00      0.160      0.387      0.000      0.282 
0.5L    :     55.00
     69.2      1.42     57.54    6.86       54.11    24.00      0.160      0.074      0.000      0.282 
0.6L    :     66.10
    115.0      2.36     57.54    6.86       54.11    24.00      0.160      0.387      0.000      0.282 
0.7L    :     77.20
    161.8      3.45     55.58    6.86       52.15    24.00      0.160      0.749      0.000      0.282 
0.8L    :     88.30
    209.6      4.64     53.62    6.84       50.20    24.00      0.160      1.147      0.032      0.282 
0.9L    :     99.40
    258.5      5.31     57.39    6.69       54.05    24.00      0.160      1.371      0.167      0.343 
Critical:    105.43
    286.1      5.80     57.39    5.11       54.84    24.00      0.160      1.532      0.263      0.409 
Transfer:    107.50
    295.6      5.96     57.39    4.56       55.11    24.00      0.160      1.587      0.296      0.533 
Bearing :    110.00
    307.1      5.99     57.39    0.78       57.00    24.00      0.160      1.595      0.301      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.60 ft
Prestress      :       1.688  1.80      3.039  2.20      3.714
Self Wt.       :      -0.644  1.85     -1.191  2.40     -1.546
Deck + Haunch  :                       -0.578  2.30     -1.329
DL-Prec. (DC)  :                       -0.112  3.00     -0.335
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.104  3.00     -0.311
DL-Comp. (DW)  :                       -0.046  3.00     -0.139
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 21.70 ft
Prestress      :       3.034  1.80      5.462  2.20      6.676
Self Wt.       :      -1.208  1.85     -2.235  2.40     -2.899
Deck + Haunch  :                       -1.110  2.30     -2.553
DL-Prec. (DC)  :                       -0.215  3.00     -0.644
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.200  3.00     -0.600
DL-Comp. (DW)  :                       -0.089  3.00     -0.267
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 32.80 ft
Prestress      :       4.001  1.80      7.201  2.20      8.802
Self Wt.       :      -1.638  1.85     -3.030  2.40     -3.931
Deck + Haunch  :                       -1.517  2.30     -3.489
DL-Prec. (DC)  :                       -0.293  3.00     -0.880
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.274  3.00     -0.821
DL-Comp. (DW)  :                       -0.122  3.00     -0.366
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 43.90 ft
Prestress      :       4.557  1.80      8.202  2.20     10.025
Self Wt.       :      -1.898  1.85     -3.512  2.40     -4.556
Deck + Haunch  :                       -1.763  2.30     -4.055
DL-Prec. (DC)  :                       -0.341  3.00     -1.023
Diaphragm      :                       -0.005  3.00     -0.016
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.319  3.00     -0.958
DL-Comp. (DW)  :                       -0.142  3.00     -0.427
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 55.00 ft
Prestress      :       4.767  1.80      8.580  2.20     10.487
Self Wt.       :      -1.993  1.85     -3.688  2.40     -4.784
Deck + Haunch  :                       -1.853  2.30     -4.262
DL-Prec. (DC)  :                       -0.358  3.00     -1.075
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.336  3.00     -1.007
DL-Comp. (DW)  :                       -0.150  3.00     -0.449
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 66.10 ft
Prestress      :       4.557  1.80      8.202  2.20     10.025
Self Wt.       :      -1.898  1.85     -3.512  2.40     -4.556
Deck + Haunch  :                       -1.763  2.30     -4.055
DL-Prec. (DC)  :                       -0.341  3.00     -1.023
Diaphragm      :                       -0.005  3.00     -0.016
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.319  3.00     -0.958
DL-Comp. (DW)  :                       -0.142  3.00     -0.427
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 77.20 ft
Prestress      :       4.001  1.80      7.201  2.20      8.802
Self Wt.       :      -1.638  1.85     -3.030  2.40     -3.931
Deck + Haunch  :                       -1.517  2.30     -3.489
DL-Prec. (DC)  :                       -0.293  3.00     -0.880
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.274  3.00     -0.821
DL-Comp. (DW)  :                       -0.122  3.00     -0.366
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 88.30 ft
Prestress      :       3.034  1.80      5.462  2.20      6.676
Self Wt.       :      -1.208  1.85     -2.235  2.40     -2.899
Deck + Haunch  :                       -1.110  2.30     -2.553
DL-Prec. (DC)  :                       -0.215  3.00     -0.644
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.200  3.00     -0.600
DL-Comp. (DW)  :                       -0.089  3.00     -0.267
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 99.40 ft
Prestress      :       1.688  1.80      3.039  2.20      3.714
Self Wt.       :      -0.644  1.85     -1.191  2.40     -1.546
Deck + Haunch  :                       -0.578  2.30     -1.329
DL-Prec. (DC)  :                       -0.112  3.00     -0.335
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.104  3.00     -0.311
DL-Comp. (DW)  :                       -0.046  3.00     -0.139
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
   657.5    50.2  4.850  261.9    5.4   4.56   5075.8  0.031T 1.00       -       -     -     -  
H/2     :   2.59
   681.6    50.2  4.878  261.9    5.4   4.58   5104.0  0.031T 1.00       -       -     -     -  
0.1L    :  10.60
  2571.1    51.7  7.213  258.5    7.9   6.69   7506.2  0.020T 1.00       -       -     -     -  
0.2L    :  21.70
  4655.0    53.6  7.378  258.6    8.1   6.84   7982.2  0.019T 1.00   5672.6  5672.6    1.41    -  
0.3L    :  32.80
  6116.4    55.6  7.378  259.0    8.1   6.86   8306.0  0.019T 1.00   5790.0  5790.0    1.43    -  
0.4L    :  43.90
  6989.6    57.5  7.378  259.4    8.1   6.86   8629.8  0.019T 1.00   6008.1  6008.1    1.44    -  
0.5L    :  55.00
  7255.4    57.5  7.378  259.4    8.1   6.86   8629.8  0.019T 1.00   5960.2  5960.2    1.45    -  
0.6L    :  66.10
  6989.6    57.5  7.378  259.4    8.1   6.86   8629.8  0.019T 1.00   6008.1  6008.1    1.44    -  
0.7L    :  77.20
  6116.4    55.6  7.378  259.0    8.1   6.86   8306.0  0.019T 1.00   5790.0  5790.0    1.43    -  
0.8L    :  88.30
  4655.0    53.6  7.378  258.6    8.1   6.84   7982.2  0.019T 1.00   5672.6  5672.6    1.41    -  
0.9L    :  99.40
  2571.1    51.7  7.213  258.5    7.9   6.69   7506.2  0.020T 1.00       -       -     -     -  
H/2     : 107.41
   681.6    50.2  4.878  261.9    5.4   4.58   5104.0  0.031T 1.00       -       -     -     -  
Transfer: 107.50
   657.5    50.2  4.850  261.9    5.4   4.56   5075.8  0.031T 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 1-17; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.050
        M   2.00 Fb     0.186
 
  2   2 E  50.50 Ft     0.455
        M   6.00 Fb     0.094
 
  3   2 E  48.50 Ft     0.836
        M   4.00 Fb     0.021
 
  4   2 E  46.50 Ft     1.193
        M   2.00 Fb    -0.034
 
  5   2 E  10.00 Ft     1.159
        M  10.00 Fb     0.218
 
  6   2 E   8.00 Ft     1.101
        M   8.00 Fb     0.489
 
  7   2 E   8.00 Ft     1.043
        M   8.00 Fb     0.760
 
  8   2 E   6.00 Ft     0.962
        M   6.00 Fb     1.049
 
  9   2 E   6.00 Ft     0.881
        M   6.00 Fb     1.338
 
 10   2 E   6.00 Ft     0.799
        M   6.00 Fb     1.627
 
 11   2 E   4.00 Ft     0.695
        M   4.00 Fb     1.935
 
 12   2 E   4.00 Ft     0.590
        M   4.00 Fb     2.243
 
 13   2 E   4.00 Ft     0.485
        M   4.00 Fb     2.550
 
 14   2 E   4.00 Ft     0.381
        M   4.00 Fb     2.858
 
 15   2 E   2.00 Ft     0.253
        M   2.00 Fb     3.183
 
 16   2 E   2.00 Ft     0.125
        M   2.00 Fb     3.509
 
 17   2 E   2.00 Ft    -0.003
        M   2.00 Fb     3.835
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 111.00            Release Length, ft: 111.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  34
No. of strands, Draped:   6           No. of strands, Straight:  28
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.68 %               Final losses: 13.87 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.220       3.835     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.004       Trans
      Precast Top w/ reinf. (tension)      -0.610           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  8629.83     7255.43     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   1.005     Midspan    1.800   0.240     Midspan
    Pre.Top:   4.500   3.287     Midspan    3.380   2.537     Midspan
    Pre.Bot:   4.500   2.995    Transfer    3.380   3.154    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520  -0.015     Bearing
    Pre.Bot:  -0.520  -0.320     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.944     Midspan
    Pre.Bot:                                                             3.000   1.421    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  55.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.767  1.80      8.580  2.20     10.487
Self Wt.       :      -1.993  1.85     -3.688  2.40     -4.784
Deck + Haunch  :                       -1.853  2.30     -4.262
DL-Prec. (DC)  :                       -0.358  3.00     -1.075
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.336  3.00     -1.007
DL-Comp. (DW)  :                       -0.150  3.00     -0.449
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-D                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  6.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  7.000 in                     Interior/Exterior  =   Interior
            Bot =  7.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  7.000 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     =  20.000 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       0.010      0.00       0.010  110.00
     DC  Line       0.070      0.00       0.070  110.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    55.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 111.000 ft
Release length = 111.000 ft
Design  length = 110.000 ft
 
Kern points:
------------
Upper    =   38.18 in
Lower    =   13.01 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.625   (Calculated)    
Live Moment (1  lane  loaded)  : 0.437   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.003   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.840   (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                  =        638.7 in2           1122.1 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           534541 in4#
Ht. of c.g.           =        24.37 in             38.99 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1402.3 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.6832

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     2.59    10.60    21.70    32.80    43.90    55.00
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    644.5    673.3    673.3    673.3    673.3    673.3    673.3    673.3
  Yb      ,  in    24.26    23.74    23.73    23.66    23.56    23.46    23.36    23.36
  MI(Ixx) , in4   215784   219975   219989   221204   223106   225262   227670   227670
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1127.5   1154.7   1154.7   1154.7   1154.7   1154.7   1154.7   1154.7
  Yb      ,  in    38.87    38.23    38.23    38.19    38.13    38.08    38.02    38.02
  MI(Ixx) , in4   538353   557629   557657   560147   563810   567717   571870   571870

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.22 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 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           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  34 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 44.40 ft from member end )
END PATTERN (Ycg = 12.56 in):
     8 @  2.000 in     8 @  4.000 in     6 @  6.000 in     4 @  8.000 in
     2 @ 10.000 in     2 @ 46.500 in     2 @ 48.500 in     2 @ 50.500 in

 
MID PATTERN (Ycg = 4.71 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
     8 @  2.000 in     8 @  4.000 in     6 @  6.000 in     4 @  8.000 in
     2 @ 10.000 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     =    7.38 in2      Initial Pull          =     1446.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.737 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.672 ft
Holddown Force        =  21.242 kips     Beam Shrtng (PL/AE)   =      0.571 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)       
--------------------------------------------------------------------------------------
      3775.855         740 2794.133     18.234 73849.844   771.095     418.878        
 
 
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#5[M16]       60.00        0.62       3.00       0.1250      1.1250     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3750      0.6250     No
      2      US#5[M16]       60.00        0.62       7.50       0.6250      1.2500     No
      2      US#5[M16]       60.00        0.62       9.00       1.2500      3.5000     No
      2      US#5[M16]       60.00        0.62      10.38       3.5000      4.3701     No
      2      US#5[M16]       60.00        0.62      11.75       4.3701      5.3501     No
      2      US#4[M13]       60.00        0.40      11.75       3.8750      5.8330    Yes
      2      US#4[M13]       60.00        0.40      14.00       5.8330     12.8330    Yes
      2      US#4[M13]       60.00        0.40      17.00      12.8330     98.1670    Yes
      2      US#4[M13]       60.00        0.40      14.00      98.1670    105.1670    Yes
      2      US#4[M13]       60.00        0.40      11.75     105.1670    107.1250    Yes
      2      US#5[M16]       60.00        0.62      11.75     105.6499    106.6299     No
      2      US#5[M16]       60.00        0.62      10.38     106.6299    107.5000     No
      2      US#5[M16]       60.00        0.62       9.00     107.5000    109.7500     No
      2      US#5[M16]       60.00        0.62       7.50     109.7500    110.3750     No
      2      US#5[M16]       60.00        0.62       3.00     110.3750    110.6250     No
      2      US#4[M13]       60.00        0.40       9.00     107.1250    110.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00     109.8750    110.8750     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start     End   Side Cover 
                       (in)      (in2)   (ft)    (ft)      (in)    
-------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  26.5000   10.00    
      1 US#4[M13]           2.00 0.200 84.5000 111.0000   10.00    
      1 US#6[M19]           2.00 0.440  0.0000  38.3330       2.00 
      2 US#6[M19]           2.00 0.880 72.6670 111.0000       2.00 
      2 US#8[M25]           2.00 1.580 35.9163  75.0837       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.3780 in2       Ycg =  4.71 in
         P_init    =     1446.2 kips  Ecc = 19.66 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.01 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.989 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.64 ksi    0.00 ksi
    due to Composite Loads                                 -2.46 ksi    0.00 ksi
    due to Live Loads                                      -6.13 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                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.10 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.01 ksi  ( 8.68 %)            10.27 ksi ( 5.24 %)
Total Prestress Losses                                    27.28 ksi (13.92 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.7 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    2.59   10.60   21.70   32.80   43.90   55.00
Self wt.  : M       0.0    89.4    92.7   350.5   637.4   842.3   965.3  1006.3
(Max)       V      36.6    34.9    34.9    29.5    22.2    14.8     7.4     0.0
DL-Prec.  : M       0.0    10.8    11.2    42.3    76.9   101.7   116.5   121.5
DC(Max)     V       4.4     4.2     4.2     3.6     2.7     1.8     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
Deck +    : M       0.0    99.0   102.7   388.3   706.1   933.1  1069.3  1114.7
Haunch (Max)V      40.5    38.7    38.6    32.7    24.5    16.4     8.2     0.0
Diaphragm : M       0.0     0.4     0.4     1.5     3.1     4.7     6.3     7.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    39.8    41.2   155.9   283.6   374.8   429.5   447.7
DC(Max)     V      16.3    15.5    15.5    13.1     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    17.7    18.4    69.5   126.5   167.1   191.5   199.6
DW(Max)     V       7.3     6.9     6.9     5.9     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   186.6   193.5   727.9  1312.0  1714.1  1952.9  2018.2
            V     123.2   119.3   119.2   106.8    90.1    73.3    50.0    33.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   123.2   119.4   119.2   106.9    91.3    76.4    62.2    48.7
            M       0.0   184.3   191.0   706.0  1234.4  1561.2  1701.2  1669.1
Total     : M+      0.0   443.7   460.0  1735.9  3145.6  4137.7  4731.3  4915.8
            V     228.4   219.8   219.5   191.8   153.8   115.9    71.4    33.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   228.4   219.8   219.5   191.9   155.1   119.0    83.5    48.8
            M       0.0   441.4   457.5  1714.1  3067.9  3984.9  4479.6  4566.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.10   77.20   88.30   99.40  107.41  107.50  110.00
Self wt.  : M     965.3   842.3   637.4   350.5    92.7    89.4     0.0
(Max)       V       7.4    14.8    22.2    29.5    34.9    34.9    36.6
DL-Prec.  : M     116.5   101.7    76.9    42.3    11.2    10.8     0.0
DC(Max)     V       0.9     1.8     2.7     3.6     4.2     4.2     4.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1069.3   933.1   706.1   388.3   102.7    99.0     0.0
Haunch (Max)V       8.2    16.4    24.5    32.7    38.6    38.7    40.5
Diaphragm : M       6.3     4.7     3.1     1.5     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     429.5   374.8   283.6   155.9    41.2    39.8     0.0
DC(Max)     V       3.3     6.6     9.9    13.1    15.5    15.5    16.3
DL-Comp   : M     191.5   167.1   126.5    69.5    18.4    17.7     0.0
DW(Max)     V       1.5     2.9     4.4     5.9     6.9     6.9     7.3
LL + I    : M+   1952.9  1714.1  1312.0   727.9   193.5   186.6     0.0
            V      50.0    73.3    90.1   106.8   119.2   119.3   123.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    62.2    76.4    91.3   106.9   119.2   119.4   123.2
            M    1701.2  1561.2  1234.4   706.0   191.0   184.3     0.0
Total     : M+   4731.3  4137.7  3145.6  1735.9   460.0   443.7     0.0
            V      71.4   115.9   153.8   191.8   219.5   219.8   228.4
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    83.5   119.0   155.1   191.9   219.5   219.8   228.4
            M    4479.6  3984.9  3067.9  1714.1   457.5   441.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.6             36.6
Deck+Haunch            40.5             40.5
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.4              4.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           81.4             81.4
DL-Comp.(DW)           36.3             36.3
Live                  101.1            101.1
        Truck          65.9             65.9
        Lane           35.2             35.2
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    2.59   10.60   21.70   32.80   43.90   55.00
Self wt.  : M       0.0    89.4    92.7   350.5   637.4   842.3   965.3  1006.3
(Max)       V      36.6    34.9    34.9    29.5    22.2    14.8     7.4     0.0
DL-Prec.  : M       0.0    10.8    11.2    42.3    76.9   101.7   116.5   121.5
DC(Max)     V       4.4     4.2     4.2     3.6     2.7     1.8     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
Deck +    : M       0.0    99.0   102.7   388.3   706.1   933.1  1069.3  1114.7
Haunch (Max)V      40.5    38.7    38.6    32.7    24.5    16.4     8.2     0.0
Diaphragm : M       0.0     0.4     0.4     1.5     3.1     4.7     6.3     7.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    39.8    41.2   155.9   283.6   374.8   429.5   447.7
DC(Max)     V      16.3    15.5    15.5    13.1     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    17.7    18.4    69.5   126.5   167.1   191.5   199.6
DW(Max)     V       7.3     6.9     6.9     5.9     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   149.3   154.8   582.3  1049.6  1371.2  1562.4  1614.5
            V      98.6    95.5    95.4    85.4    72.1    58.7    40.0    26.6
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    98.6    95.5    95.4    85.5    73.0    61.1    49.8    39.0
            M       0.0   147.4   152.8   564.8   987.5  1249.0  1361.0  1335.3
Total     : M+      0.0   406.4   421.3  1590.4  2883.2  3794.9  4340.7  4512.2
            V     203.8   195.9   195.6   170.4   135.8   101.2    61.4    26.8
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   203.8   195.9   195.7   170.5   136.8   103.7    71.1    39.1
            M       0.0   404.5   419.3  1572.9  2821.0  3672.6  4139.3  4232.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.10   77.20   88.30   99.40  107.41  107.50  110.00
Self wt.  : M     965.3   842.3   637.4   350.5    92.7    89.4     0.0
(Max)       V       7.4    14.8    22.2    29.5    34.9    34.9    36.6
DL-Prec.  : M     116.5   101.7    76.9    42.3    11.2    10.8     0.0
DC(Max)     V       0.9     1.8     2.7     3.6     4.2     4.2     4.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1069.3   933.1   706.1   388.3   102.7    99.0     0.0
Haunch (Max)V       8.2    16.4    24.5    32.7    38.6    38.7    40.5
Diaphragm : M       6.3     4.7     3.1     1.5     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     429.5   374.8   283.6   155.9    41.2    39.8     0.0
DC(Max)     V       3.3     6.6     9.9    13.1    15.5    15.5    16.3
DL-Comp   : M     191.5   167.1   126.5    69.5    18.4    17.7     0.0
DW(Max)     V       1.5     2.9     4.4     5.9     6.9     6.9     7.3
LL + I    : M+   1562.4  1371.2  1049.6   582.3   154.8   149.3     0.0
            V      40.0    58.7    72.1    85.4    95.4    95.5    98.6
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    49.8    61.1    73.0    85.5    95.4    95.5    98.6
            M    1361.0  1249.0   987.5   564.8   152.8   147.4     0.0
Total     : M+   4340.7  3794.9  2883.2  1590.4   421.3   406.4     0.0
            V      61.4   101.2   135.8   170.4   195.6   195.9   203.8
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    71.1   103.7   136.8   170.5   195.7   195.9   203.8
            M    4139.3  3672.6  2821.0  1572.9   419.3   404.5     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59   10.60   21.70   32.80   43.90   55.00
Self wt.  : M       0.0   111.8   115.8   438.1   796.8  1052.9  1206.6  1257.9
(Max)       V      45.7    43.7    43.6    36.9    27.7    18.5     9.2     0.0
Self wt.  : M       0.0    80.5    83.4   315.4   573.7   758.1   868.8   905.7
(Min)       V      32.9    31.4    31.4    26.6    19.9    13.3     6.6     0.0
DL-Prec.  : M       0.0    13.5    14.0    52.9    96.2   127.1   145.7   151.8
DC(Max)     V       5.5     5.3     5.3     4.5     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     9.7    10.1    38.1    69.2    91.5   104.9   109.3
DC(Min)     V       4.0     3.8     3.8     3.2     2.4     1.6     0.8     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   123.8   128.3   485.3   882.6  1166.3  1336.6  1393.4
Haunch (Max)V      50.7    48.4    48.3    40.9    30.7    20.5    10.2     0.0
Deck +    : M       0.0    89.1    92.4   349.4   635.5   839.8   962.4  1003.2
Haunch (Min)V      36.5    34.8    34.8    29.4    22.1    14.7     7.4     0.0
Diaphragm : M       0.0     0.4     0.5     1.9     3.9     5.8     7.8     9.8
(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     1.4     2.8     4.2     5.6     7.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    49.7    51.5   194.9   354.5   468.4   536.8   559.6
DC(Max)     V      20.4    19.4    19.4    16.4    12.3     8.2     4.1     0.0
DL-Comp   : M       0.0    35.8    37.1   140.3   255.2   337.3   386.5   402.9
DC(Min)     V      14.7    14.0    14.0    11.8     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    26.6    27.6   104.3   189.7   250.7   287.3   299.5
DW(Max)     V      10.9    10.4    10.4     8.8     6.6     4.4     2.2     0.0
DL-Comp   : M       0.0    11.5    12.0    45.2    82.2   108.6   124.5   129.8
DW(Min)     V       4.7     4.5     4.5     3.8     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   326.6   338.6  1273.8  2296.1  2999.6  3417.6  3531.8
            V     215.6   208.9   208.6   186.9   157.6   128.4    87.5    58.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   215.6   208.9   208.6   187.1   159.8   133.7   108.8    85.2
            M       0.0   322.5   334.2  1235.6  2160.1  2732.1  2977.2  2920.9
Total     : M+      0.0   652.4   676.3  2551.2  4619.6  6070.9  6938.4  7203.7
            V     349.0   336.2   335.7   294.6   238.4   182.3   114.6    58.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   349.0   336.2   335.7   294.8   240.6   187.6   135.9    85.4
            M       0.0   648.3   671.9  2513.0  4483.7  5803.4  6498.0  6592.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.10   77.20   88.30   99.40  107.41  107.50  110.00
Self wt.  : M    1206.6  1052.9   796.8   438.1   115.8   111.8     0.0
(Max)       V       9.2    18.5    27.7    36.9    43.6    43.7    45.7
Self wt.  : M     868.8   758.1   573.7   315.5    83.4    80.5     0.0
(Min)       V       6.6    13.3    19.9    26.6    31.4    31.4    32.9
DL-Prec.  : M     145.7   127.1    96.2    52.9    14.0    13.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.5     5.3     5.3     5.5
DL-Prec.  : M     104.9    91.5    69.2    38.1    10.1     9.7     0.0
DC(Min)     V       0.8     1.6     2.4     3.2     3.8     3.8     4.0
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    1336.6  1166.3   882.6   485.3   128.3   123.8     0.0
Haunch (Max)V      10.2    20.5    30.7    40.9    48.3    48.4    50.7
Deck +    : M     962.4   839.8   635.5   349.4    92.4    89.1     0.0
Haunch (Min)V       7.4    14.7    22.1    29.4    34.8    34.8    36.5
Diaphragm : M       7.8     5.8     3.9     1.9     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       5.6     4.2     2.8     1.4     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     536.8   468.4   354.5   194.9    51.5    49.7     0.0
DC(Max)     V       4.1     8.2    12.3    16.4    19.4    19.4    20.4
DL-Comp   : M     386.5   337.3   255.2   140.3    37.1    35.8     0.0
DC(Min)     V       3.0     5.9     8.9    11.8    14.0    14.0    14.7
DL-Comp   : M     287.3   250.7   189.7   104.3    27.6    26.6     0.0
DW(Max)     V       2.2     4.4     6.6     8.8    10.4    10.4    10.9
DL-Comp   : M     124.5   108.6    82.2    45.2    12.0    11.5     0.0
DW(Min)     V       1.0     1.9     2.9     3.8     4.5     4.5     4.7
LL + I    : M+   3417.6  2999.6  2296.1  1273.8   338.6   326.6     0.0
            V      87.5   128.4   157.6   186.9   208.6   208.9   215.6
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   108.8   133.7   159.8   187.1   208.6   208.9   215.6
            M    2977.2  2732.1  2160.1  1235.6   334.2   322.5     0.0
Total     : M+   6938.4  6070.9  4619.6  2551.2   676.3   652.4     0.0
            V     114.6   182.3   238.4   294.6   335.7   336.2   349.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   135.9   187.6   240.6   294.8   335.7   336.2   349.0
            M    6498.0  5803.4  4483.7  2513.0   671.9   648.3     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               45.7             45.7
Deck+Haunch            50.7             50.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.5              5.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          101.8            101.8
DL-Comp.(DW)           54.4             54.4
Live                  176.9            176.9
        Truck         115.3            115.3
        Lane           61.6             61.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, 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    2.59   10.60   21.70   32.80   43.90   55.00
Self wt.  : M       0.0    89.4    92.7   350.5   637.4   842.3   965.3  1006.3
(Max)       V      36.6    34.9    34.9    29.5    22.2    14.8     7.4     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    10.8    11.2    42.3    76.9   101.7   116.5   121.5
DC(Max)     V       4.4     4.2     4.2     3.6     2.7     1.8     0.9     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    99.0   102.7   388.3   706.1   933.1  1069.3  1114.7
Haunch (Max)V      40.5    38.7    38.6    32.7    24.5    16.4     8.2     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     0.4     1.5     3.1     4.7     6.3     7.8
(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    39.8    41.2   155.9   283.6   374.8   429.5   447.7
DC(Max)     V      16.3    15.5    15.5    13.1     9.9     6.6     3.3     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    17.7    18.4    69.5   126.5   167.1   191.5   199.6
DW(Max)     V       7.3     6.9     6.9     5.9     4.4     2.9     1.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   127.7   132.4   492.5   871.0  1133.6  1271.5  1269.0
            V     101.5    98.7    98.5    89.4    77.2    58.6    46.5    34.3
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   101.5    98.7    98.5    89.4    77.2    65.0    52.9    40.7
            M       0.0   127.7   132.4   492.5   871.0  1109.0  1206.5  1163.6
Total     : M+      0.0   384.8   398.9  1500.6  2704.6  3557.2  4049.9  4166.6
            V     206.7   199.1   198.8   174.3   141.0   101.2    67.8    34.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   206.7   199.1   198.8   174.3   141.0   107.6    74.2    40.8
            M       0.0   384.8   398.9  1500.6  2704.6  3532.6  3984.9  4061.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.10   77.20   88.30   99.40  107.41  107.50  110.00
Self wt.  : M     965.3   842.3   637.4   350.5    92.7    89.4     0.0
(Max)       V       7.4    14.8    22.2    29.5    34.9    34.9    36.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     116.5   101.7    76.9    42.3    11.2    10.8     0.0
DC(Max)     V       0.9     1.8     2.7     3.6     4.2     4.2     4.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1069.3   933.1   706.1   388.3   102.7    99.0     0.0
Haunch (Max)V       8.2    16.4    24.5    32.7    38.6    38.7    40.5
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       6.3     4.7     3.1     1.5     0.4     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     429.5   374.8   283.6   155.9    41.2    39.8     0.0
DC(Max)     V       3.3     6.6     9.9    13.1    15.5    15.5    16.3
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     191.5   167.1   126.5    69.5    18.4    17.7     0.0
DW(Max)     V       1.5     2.9     4.4     5.9     6.9     6.9     7.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1271.5  1133.6   871.0   492.5   132.4   127.7     0.0
            V      46.5    58.6    77.2    89.4    98.5    98.7   101.5
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    52.9    65.0    77.2    89.4    98.5    98.7   101.5
            M    1206.5  1109.0   871.0   492.5   132.4   127.7     0.0
Total     : M+   4049.9  3557.2  2704.6  1500.6   398.9   384.8     0.0
            V      67.8   101.2   141.0   174.3   198.8   199.1   206.7
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    74.2   107.6   141.0   174.3   198.8   199.1   206.7
            M    3984.9  3532.6  2704.6  1500.6   398.9   384.8     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.10   22.20   33.30   44.40   55.50
 
Beam-Self
Precast-top    0.178   0.607   1.074   1.400   1.589   1.655 
Bottom        -0.140  -0.474  -0.831  -1.076  -1.211  -1.262 
 
Prestress
Precast-top   -0.182  -0.444  -0.798  -1.144  -1.483  -1.483 
Bottom         3.975   4.169   4.428   4.677   4.916   4.916 
 
Total
Precast-top   -0.004   0.163   0.276   0.256   0.106   0.172 
Bottom         3.835   3.696   3.597   3.601   3.705   3.654 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.01 %)
             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    2.59   10.60   21.70   32.80   43.90   55.00
 
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   0.021   0.079   0.144   0.189   0.216   0.225 
Precast-top   -0.015   0.191   0.201   0.978   1.775   2.248   2.402   2.561 
Bottom         0.603   3.152   3.143   2.438   1.715   1.281   1.125   0.989 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.10   22.20   33.30   44.40   55.50
 
Beam-Self
Precast-top    0.178   0.607   1.074   1.400   1.589   1.655 
Bottom        -0.140  -0.474  -0.831  -1.076  -1.211  -1.262 
 
Prestress
Precast-top   -0.182  -0.444  -0.798  -1.144  -1.483  -1.483 
Bottom         3.975   4.169   4.428   4.677   4.916   4.916 
 
Total
Precast-top   -0.004   0.163   0.276   0.256   0.106   0.172 
Bottom         3.835   3.696   3.597   3.601   3.705   3.654 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.640   0.640   0.640   0.440   1.580   1.580 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.01 %)
             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    2.59   10.60   21.70   32.80   43.90   55.00
 
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    2.59   10.60   21.70   32.80   43.90   55.00
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   0.055   0.057   0.213   0.377   0.490   0.549   0.553 
Precast-top   -0.008   0.139   0.146   0.656   1.182   1.506   1.628   1.706 
Bottom         0.302   1.471   1.463   0.816   0.151  -0.272  -0.452  -0.518 
 

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
    349.0    7.0   57.4    0.663   3.1   6.00e-3 50.0    354.5     1.481    5.493      0.00
      0.0    0.7   57.0     31.5 0.128      30.2 0.87    12.00     0.121    1.939 
Transfer:   3.00
    336.2    7.0   57.4    3.980  18.5  -0.04e-3 28.9    189.4     0.378    1.360      0.00
    648.3    4.1   55.3    189.0 0.122     165.6 4.94    24.00     0.121    1.993 
Critical:   5.09
    325.4    7.0   57.4    4.486  18.5  -0.08e-3 28.7    173.2     0.345    1.042      0.00
   1135.3    4.7   55.1    189.0 0.119     169.9 5.09    24.00     0.121    1.968 
0.1L    :  11.10
    294.8    7.0   57.4    5.923  18.5  -0.09e-3 28.7    139.2     0.280    0.343      0.00
   2513.0    6.1   54.3    189.0 0.108     169.9 5.16    24.00     0.121    1.095 
0.2L    :  22.20
    240.6    7.0   53.6    7.378  18.5  -0.03e-3 28.9     98.2     0.214    0.282      0.00
   4483.7    6.3   50.5    189.0 0.094     150.7 4.92    24.00     0.121    1.116 
0.3L    :  33.30
    187.6    7.0   55.6    7.378  18.5   0.49e-3 30.7     78.3     0.177    0.282      0.00
   5803.4    6.3   52.4    189.0 0.069     111.7 3.51    24.00     0.121    1.222 
0.4L    :  44.40
    135.9    7.0   57.5    7.378   0.0   0.83e-3 31.9     53.5     0.122    0.282      0.00
   6498.0    6.3   54.4    189.0 0.053      97.5 2.96    24.00     0.121    1.463 
0.5L    :  55.50
     85.4    7.0   57.5    7.378   0.0   0.69e-3 31.4      0.0     0.121    0.282      0.00
   6592.9    6.3   54.4    189.0 0.033     104.3 3.16    24.00     0.121    2.424 
0.6L    :  66.60
    135.9    7.0   57.5    7.378   0.0   0.83e-3 31.9     53.5     0.122    0.282      0.00
   6498.0    6.3   54.4    189.0 0.053      97.5 2.96    24.00     0.121    1.463 
0.7L    :  77.70
    187.6    7.0   55.6    7.378  18.5   0.49e-3 30.7     78.3     0.177    0.282      0.00
   5803.4    6.3   52.4    189.0 0.069     111.7 3.51    24.00     0.121    1.222 
0.8L    :  88.80
    240.6    7.0   53.6    7.378  18.5  -0.03e-3 28.9     98.2     0.214    0.282      0.00
   4483.7    6.3   50.5    189.0 0.094     150.7 4.92    24.00     0.121    1.116 
0.9L    :  99.90
    294.8    7.0   57.4    5.923  18.5  -0.09e-3 28.7    139.2     0.280    0.343      0.00
   2513.0    6.1   54.3    189.0 0.108     169.9 5.16    24.00     0.121    1.095 
Critical: 105.91
    325.4    7.0   57.4    4.486  18.5  -0.08e-3 28.7    173.2     0.345    1.042      0.00
   1135.3    4.7   55.1    189.0 0.119     169.9 5.09    24.00     0.121    1.968 
Transfer: 108.00
    336.2    7.0   57.4    3.980  18.5  -0.04e-3 28.9    189.4     0.378    1.360      0.00
    648.3    4.1   55.3    189.0 0.122     165.6 4.94    24.00     0.121    1.993 
Bearing : 110.50
    349.0    7.0   57.4    0.663   3.1   6.00e-3 50.0    354.5     1.481    5.493      0.00
      0.0    0.7   57.0     31.5 0.128      30.2 0.87    12.00     0.121    1.939 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1446.24
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.89
 
 
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 = 16.00(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
    349.0      6.80     57.39    0.71       57.04    24.00      0.160      1.866      0.464      0.533 
Transfer:      2.50
    336.2      6.75     57.39    4.15       55.32    24.00      0.160      1.851      0.455      0.533 
Critical:      4.59
    325.5      6.57     57.39    4.66       55.06    24.00      0.160      1.790      0.418      0.409*
0.1L    :     10.60
    294.8      6.03     57.39    6.10       54.34    24.00      0.160      1.609      0.309      0.343 
0.2L    :     21.70
    240.6      5.29     53.62    6.26       50.49    24.00      0.160      1.365      0.163      0.282 
0.3L    :     32.80
    187.6      3.97     55.58    6.27       52.45    24.00      0.160      0.925      0.000      0.282 
0.4L    :     43.90
    135.9      2.78     57.54    6.28       54.41    24.00      0.160      0.525      0.000      0.282 
0.5L    :     55.00
     85.4      1.74     57.54    6.28       54.41    24.00      0.160      0.181      0.000      0.282 
0.6L    :     66.10
    135.9      2.78     57.54    6.28       54.41    24.00      0.160      0.525      0.000      0.282 
0.7L    :     77.20
    187.6      3.97     55.58    6.27       52.45    24.00      0.160      0.925      0.000      0.282 
0.8L    :     88.30
    240.6      5.29     53.62    6.26       50.49    24.00      0.160      1.365      0.163      0.282 
0.9L    :     99.40
    294.8      6.03     57.39    6.10       54.34    24.00      0.160      1.609      0.309      0.343 
Critical:    105.41
    325.5      6.57     57.39    4.66       55.06    24.00      0.160      1.790      0.418      0.409*
Transfer:    107.50
    336.2      6.75     57.39    4.15       55.32    24.00      0.160      1.851      0.455      0.533 
Bearing :    110.00
    349.0      6.80     57.39    0.71       57.04    24.00      0.160      1.866      0.464      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.60 ft
Prestress      :       1.688  1.80      3.039  2.20      3.714
Self Wt.       :      -0.644  1.85     -1.191  2.40     -1.546
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          :       1.044            1.848            2.169
 
At 0.2 x L = 21.70 ft
Prestress      :       3.034  1.80      5.462  2.20      6.676
Self Wt.       :      -1.208  1.85     -2.235  2.40     -2.899
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          :       1.826            3.227            3.776
 
At 0.3 x L = 32.80 ft
Prestress      :       4.001  1.80      7.201  2.20      8.802
Self Wt.       :      -1.638  1.85     -3.030  2.40     -3.931
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          :       2.363            4.171            4.870
 
At 0.4 x L = 43.90 ft
Prestress      :       4.557  1.80      8.202  2.20     10.025
Self Wt.       :      -1.898  1.85     -3.512  2.40     -4.556
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          :       2.659            4.691            5.469
 
At 0.5 x L = 55.00 ft
Prestress      :       4.767  1.80      8.580  2.20     10.487
Self Wt.       :      -1.993  1.85     -3.688  2.40     -4.784
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          :       2.773            4.893            5.703
 
At 0.6 x L = 66.10 ft
Prestress      :       4.557  1.80      8.202  2.20     10.025
Self Wt.       :      -1.898  1.85     -3.512  2.40     -4.556
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          :       2.659            4.691            5.469
 
At 0.7 x L = 77.20 ft
Prestress      :       4.001  1.80      7.201  2.20      8.802
Self Wt.       :      -1.638  1.85     -3.030  2.40     -3.931
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          :       2.363            4.171            4.870
 
At 0.8 x L = 88.30 ft
Prestress      :       3.034  1.80      5.462  2.20      6.676
Self Wt.       :      -1.208  1.85     -2.235  2.40     -2.899
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          :       1.826            3.227            3.776
 
At 0.9 x L = 99.40 ft
Prestress      :       1.688  1.80      3.039  2.20      3.714
Self Wt.       :      -0.644  1.85     -1.191  2.40     -1.546
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          :       1.044            1.848            2.169
 

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
   652.4    50.2  4.833  262.7    4.9   4.15   5093.6  0.034T 1.00       -       -     -     -  
H/2     :   2.59
   676.3    50.2  4.861  262.6    4.9   4.17   5122.2  0.034T 1.00       -       -     -     -  
0.1L    :  10.60
  2551.2    51.7  7.192  259.5    7.2   6.10   7559.7  0.022T 1.00       -       -     -     -  
0.2L    :  21.70
  4619.6    53.6  7.378  259.6    7.4   6.26   8058.9  0.022T 1.00    496.6   496.6   16.23    -  
0.3L    :  32.80
  6070.9    55.6  7.378  260.0    7.4   6.27   8383.0  0.022T 1.00    266.5   266.5   31.46    -  
0.4L    :  43.90
  6938.4    57.5  7.378  260.3    7.4   6.28   8707.2  0.021T 1.00    146.4   146.4   59.49    -  
0.5L    :  55.00
  7203.7    57.5  7.378  260.3    7.4   6.28   8707.2  0.021T 1.00     95.9    95.9   90.80    -  
0.6L    :  66.10
  6938.4    57.5  7.378  260.3    7.4   6.28   8707.2  0.021T 1.00    146.4   146.4   59.49    -  
0.7L    :  77.20
  6070.9    55.6  7.378  260.0    7.4   6.27   8383.0  0.022T 1.00    266.5   266.5   31.46    -  
0.8L    :  88.30
  4619.6    53.6  7.378  259.6    7.4   6.26   8058.9  0.022T 1.00    496.6   496.6   16.23    -  
0.9L    :  99.40
  2551.2    51.7  7.192  259.5    7.2   6.10   7559.7  0.022T 1.00       -       -     -     -  
H/2     : 107.41
   676.3    50.2  4.861  262.6    4.9   4.17   5122.2  0.034T 1.00       -       -     -     -  
Transfer: 107.50
   652.4    50.2  4.833  262.7    4.9   4.15   5093.6  0.034T 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 1-17; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.050
        M   2.00 Fb     0.186
 
  2   2 E  50.50 Ft     0.455
        M   6.00 Fb     0.094
 
  3   2 E  48.50 Ft     0.836
        M   4.00 Fb     0.021
 
  4   2 E  46.50 Ft     1.193
        M   2.00 Fb    -0.034
 
  5   2 E  10.00 Ft     1.159
        M  10.00 Fb     0.218
 
  6   2 E   8.00 Ft     1.101
        M   8.00 Fb     0.489
 
  7   2 E   8.00 Ft     1.043
        M   8.00 Fb     0.760
 
  8   2 E   6.00 Ft     0.962
        M   6.00 Fb     1.049
 
  9   2 E   6.00 Ft     0.881
        M   6.00 Fb     1.338
 
 10   2 E   6.00 Ft     0.799
        M   6.00 Fb     1.627
 
 11   2 E   4.00 Ft     0.695
        M   4.00 Fb     1.935
 
 12   2 E   4.00 Ft     0.590
        M   4.00 Fb     2.243
 
 13   2 E   4.00 Ft     0.485
        M   4.00 Fb     2.550
 
 14   2 E   4.00 Ft     0.381
        M   4.00 Fb     2.858
 
 15   2 E   2.00 Ft     0.253
        M   2.00 Fb     3.183
 
 16   2 E   2.00 Ft     0.125
        M   2.00 Fb     3.509
 
 17   2 E   2.00 Ft    -0.003
        M   2.00 Fb     3.835
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 111.00            Release Length, ft: 111.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  34
No. of strands, Draped:   6           No. of strands, Straight:  28
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.68 %               Final losses: 13.92 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.220       3.835     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.004       Trans
      Precast Top w/ reinf. (tension)      -0.610           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  8707.20     7203.72     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   0.225     Midspan
    Pre.Top:   4.500  -0.000     Bearing    3.380   2.561     Midspan
    Pre.Bot:   4.500  -0.000     Bearing    3.380   3.152    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520  -0.000     Bearing
    Pre.Bot:  -0.520  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.706     Midspan
    Pre.Bot:                                                             3.000   1.471    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  55.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.767  1.80      8.580  2.20     10.487
Self Wt.       :      -1.993  1.85     -3.688  2.40     -4.784
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          :       2.773            4.893            5.703
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-D                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  6.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  7.000 in                     Interior/Exterior  =   Interior
            Bot =  7.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  7.000 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     =  20.000 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       0.010      0.00       0.010  110.00
     DC  Line       0.070      0.00       0.070  110.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    55.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 111.000 ft
Release length = 111.000 ft
Design  length = 110.000 ft
 
Kern points:
------------
Upper    =   38.18 in
Lower    =   13.01 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.625   (Calculated)    
Live Moment (1  lane  loaded)  : 0.437   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.003   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.840   (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                  =        638.7 in2           1122.1 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           534541 in4#
Ht. of c.g.           =        24.37 in             38.99 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1402.3 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.6832

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     2.59    10.60    21.70    32.80    43.90    55.00
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    644.5    673.3    673.3    673.3    673.3    673.3    673.3    673.3
  Yb      ,  in    24.26    23.74    23.73    23.66    23.56    23.46    23.36    23.36
  MI(Ixx) , in4   215784   219975   219989   221204   223106   225262   227670   227670
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1127.5   1154.7   1154.7   1154.7   1154.7   1154.7   1154.7   1154.7
  Yb      ,  in    38.87    38.23    38.23    38.19    38.13    38.08    38.02    38.02
  MI(Ixx) , in4   538353   557629   557657   560147   563810   567717   571870   571870

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.22 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 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           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  34 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 44.40 ft from member end )
END PATTERN (Ycg = 12.56 in):
     8 @  2.000 in     8 @  4.000 in     6 @  6.000 in     4 @  8.000 in
     2 @ 10.000 in     2 @ 46.500 in     2 @ 48.500 in     2 @ 50.500 in

 
MID PATTERN (Ycg = 4.71 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
     8 @  2.000 in     8 @  4.000 in     6 @  6.000 in     4 @  8.000 in
     2 @ 10.000 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     =    7.38 in2      Initial Pull          =     1446.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.737 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.672 ft
Holddown Force        =  21.242 kips     Beam Shrtng (PL/AE)   =      0.571 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)       
--------------------------------------------------------------------------------------
      3775.855         740 2794.133     18.234 73849.844   771.095     418.878        
 
 
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#5[M16]       60.00        0.62       3.00       0.1250      1.1250     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3750      0.6250     No
      2      US#5[M16]       60.00        0.62       7.50       0.6250      1.2500     No
      2      US#5[M16]       60.00        0.62       9.00       1.2500      3.5000     No
      2      US#5[M16]       60.00        0.62      10.38       3.5000      4.3701     No
      2      US#5[M16]       60.00        0.62      11.75       4.3701      5.3501     No
      2      US#4[M13]       60.00        0.40      11.75       3.8750      5.8330    Yes
      2      US#4[M13]       60.00        0.40      14.00       5.8330     12.8330    Yes
      2      US#4[M13]       60.00        0.40      17.00      12.8330     98.1670    Yes
      2      US#4[M13]       60.00        0.40      14.00      98.1670    105.1670    Yes
      2      US#4[M13]       60.00        0.40      11.75     105.1670    107.1250    Yes
      2      US#5[M16]       60.00        0.62      11.75     105.6499    106.6299     No
      2      US#5[M16]       60.00        0.62      10.38     106.6299    107.5000     No
      2      US#5[M16]       60.00        0.62       9.00     107.5000    109.7500     No
      2      US#5[M16]       60.00        0.62       7.50     109.7500    110.3750     No
      2      US#5[M16]       60.00        0.62       3.00     110.3750    110.6250     No
      2      US#4[M13]       60.00        0.40       9.00     107.1250    110.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00     109.8750    110.8750     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start     End   Side Cover 
                       (in)      (in2)   (ft)    (ft)      (in)    
-------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  26.5000   10.00    
      1 US#4[M13]           2.00 0.200 84.5000 111.0000   10.00    
      1 US#6[M19]           2.00 0.440  0.0000  38.3330       2.00 
      2 US#6[M19]           2.00 0.880 72.6670 111.0000       2.00 
      2 US#8[M25]           2.00 1.580 35.9163  75.0837       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.3780 in2       Ycg =  4.71 in
         P_init    =     1446.2 kips  Ecc = 19.66 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.01 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.989 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.64 ksi    0.00 ksi
    due to Composite Loads                                 -2.46 ksi    0.00 ksi
    due to Live Loads                                      -6.13 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                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.10 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.01 ksi  ( 8.68 %)            10.27 ksi ( 5.24 %)
Total Prestress Losses                                    27.28 ksi (13.92 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.7 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    2.59   10.60   21.70   32.80   43.90   55.00
Self wt.  : M       0.0    89.4    92.7   350.5   637.4   842.3   965.3  1006.3
(Max)       V      36.6    34.9    34.9    29.5    22.2    14.8     7.4     0.0
DL-Prec.  : M       0.0    10.8    11.2    42.3    76.9   101.7   116.5   121.5
DC(Max)     V       4.4     4.2     4.2     3.6     2.7     1.8     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
Deck +    : M       0.0    99.0   102.7   388.3   706.1   933.1  1069.3  1114.7
Haunch (Max)V      40.5    38.7    38.6    32.7    24.5    16.4     8.2     0.0
Diaphragm : M       0.0     0.4     0.4     1.5     3.1     4.7     6.3     7.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    39.8    41.2   155.9   283.6   374.8   429.5   447.7
DC(Max)     V      16.3    15.5    15.5    13.1     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    17.7    18.4    69.5   126.5   167.1   191.5   199.6
DW(Max)     V       7.3     6.9     6.9     5.9     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   186.6   193.5   727.9  1312.0  1714.1  1952.9  2018.2
            V     123.2   119.3   119.2   106.8    90.1    73.3    50.0    33.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   123.2   119.4   119.2   106.9    91.3    76.4    62.2    48.7
            M       0.0   184.3   191.0   706.0  1234.4  1561.2  1701.2  1669.1
Total     : M+      0.0   443.7   460.0  1735.9  3145.6  4137.7  4731.3  4915.8
            V     228.4   219.8   219.5   191.8   153.8   115.9    71.4    33.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   228.4   219.8   219.5   191.9   155.1   119.0    83.5    48.8
            M       0.0   441.4   457.5  1714.1  3067.9  3984.9  4479.6  4566.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.10   77.20   88.30   99.40  107.41  107.50  110.00
Self wt.  : M     965.3   842.3   637.4   350.5    92.7    89.4     0.0
(Max)       V       7.4    14.8    22.2    29.5    34.9    34.9    36.6
DL-Prec.  : M     116.5   101.7    76.9    42.3    11.2    10.8     0.0
DC(Max)     V       0.9     1.8     2.7     3.6     4.2     4.2     4.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1069.3   933.1   706.1   388.3   102.7    99.0     0.0
Haunch (Max)V       8.2    16.4    24.5    32.7    38.6    38.7    40.5
Diaphragm : M       6.3     4.7     3.1     1.5     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     429.5   374.8   283.6   155.9    41.2    39.8     0.0
DC(Max)     V       3.3     6.6     9.9    13.1    15.5    15.5    16.3
DL-Comp   : M     191.5   167.1   126.5    69.5    18.4    17.7     0.0
DW(Max)     V       1.5     2.9     4.4     5.9     6.9     6.9     7.3
LL + I    : M+   1952.9  1714.1  1312.0   727.9   193.5   186.6     0.0
            V      50.0    73.3    90.1   106.8   119.2   119.3   123.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    62.2    76.4    91.3   106.9   119.2   119.4   123.2
            M    1701.2  1561.2  1234.4   706.0   191.0   184.3     0.0
Total     : M+   4731.3  4137.7  3145.6  1735.9   460.0   443.7     0.0
            V      71.4   115.9   153.8   191.8   219.5   219.8   228.4
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    83.5   119.0   155.1   191.9   219.5   219.8   228.4
            M    4479.6  3984.9  3067.9  1714.1   457.5   441.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.6             36.6
Deck+Haunch            40.5             40.5
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.4              4.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           81.4             81.4
DL-Comp.(DW)           36.3             36.3
Live                  101.1            101.1
        Truck          65.9             65.9
        Lane           35.2             35.2
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    2.59   10.60   21.70   32.80   43.90   55.00
Self wt.  : M       0.0    89.4    92.7   350.5   637.4   842.3   965.3  1006.3
(Max)       V      36.6    34.9    34.9    29.5    22.2    14.8     7.4     0.0
DL-Prec.  : M       0.0    10.8    11.2    42.3    76.9   101.7   116.5   121.5
DC(Max)     V       4.4     4.2     4.2     3.6     2.7     1.8     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
Deck +    : M       0.0    99.0   102.7   388.3   706.1   933.1  1069.3  1114.7
Haunch (Max)V      40.5    38.7    38.6    32.7    24.5    16.4     8.2     0.0
Diaphragm : M       0.0     0.4     0.4     1.5     3.1     4.7     6.3     7.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    39.8    41.2   155.9   283.6   374.8   429.5   447.7
DC(Max)     V      16.3    15.5    15.5    13.1     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    17.7    18.4    69.5   126.5   167.1   191.5   199.6
DW(Max)     V       7.3     6.9     6.9     5.9     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   149.3   154.8   582.3  1049.6  1371.2  1562.4  1614.5
            V      98.6    95.5    95.4    85.4    72.1    58.7    40.0    26.6
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    98.6    95.5    95.4    85.5    73.0    61.1    49.8    39.0
            M       0.0   147.4   152.8   564.8   987.5  1249.0  1361.0  1335.3
Total     : M+      0.0   406.4   421.3  1590.4  2883.2  3794.9  4340.7  4512.2
            V     203.8   195.9   195.6   170.4   135.8   101.2    61.4    26.8
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   203.8   195.9   195.7   170.5   136.8   103.7    71.1    39.1
            M       0.0   404.5   419.3  1572.9  2821.0  3672.6  4139.3  4232.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.10   77.20   88.30   99.40  107.41  107.50  110.00
Self wt.  : M     965.3   842.3   637.4   350.5    92.7    89.4     0.0
(Max)       V       7.4    14.8    22.2    29.5    34.9    34.9    36.6
DL-Prec.  : M     116.5   101.7    76.9    42.3    11.2    10.8     0.0
DC(Max)     V       0.9     1.8     2.7     3.6     4.2     4.2     4.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1069.3   933.1   706.1   388.3   102.7    99.0     0.0
Haunch (Max)V       8.2    16.4    24.5    32.7    38.6    38.7    40.5
Diaphragm : M       6.3     4.7     3.1     1.5     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     429.5   374.8   283.6   155.9    41.2    39.8     0.0
DC(Max)     V       3.3     6.6     9.9    13.1    15.5    15.5    16.3
DL-Comp   : M     191.5   167.1   126.5    69.5    18.4    17.7     0.0
DW(Max)     V       1.5     2.9     4.4     5.9     6.9     6.9     7.3
LL + I    : M+   1562.4  1371.2  1049.6   582.3   154.8   149.3     0.0
            V      40.0    58.7    72.1    85.4    95.4    95.5    98.6
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    49.8    61.1    73.0    85.5    95.4    95.5    98.6
            M    1361.0  1249.0   987.5   564.8   152.8   147.4     0.0
Total     : M+   4340.7  3794.9  2883.2  1590.4   421.3   406.4     0.0
            V      61.4   101.2   135.8   170.4   195.6   195.9   203.8
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    71.1   103.7   136.8   170.5   195.7   195.9   203.8
            M    4139.3  3672.6  2821.0  1572.9   419.3   404.5     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59   10.60   21.70   32.80   43.90   55.00
Self wt.  : M       0.0   111.8   115.8   438.1   796.8  1052.9  1206.6  1257.9
(Max)       V      45.7    43.7    43.6    36.9    27.7    18.5     9.2     0.0
Self wt.  : M       0.0    80.5    83.4   315.4   573.7   758.1   868.8   905.7
(Min)       V      32.9    31.4    31.4    26.6    19.9    13.3     6.6     0.0
DL-Prec.  : M       0.0    13.5    14.0    52.9    96.2   127.1   145.7   151.8
DC(Max)     V       5.5     5.3     5.3     4.5     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     9.7    10.1    38.1    69.2    91.5   104.9   109.3
DC(Min)     V       4.0     3.8     3.8     3.2     2.4     1.6     0.8     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   123.8   128.3   485.3   882.6  1166.3  1336.6  1393.4
Haunch (Max)V      50.7    48.4    48.3    40.9    30.7    20.5    10.2     0.0
Deck +    : M       0.0    89.1    92.4   349.4   635.5   839.8   962.4  1003.2
Haunch (Min)V      36.5    34.8    34.8    29.4    22.1    14.7     7.4     0.0
Diaphragm : M       0.0     0.4     0.5     1.9     3.9     5.8     7.8     9.8
(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     1.4     2.8     4.2     5.6     7.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    49.7    51.5   194.9   354.5   468.4   536.8   559.6
DC(Max)     V      20.4    19.4    19.4    16.4    12.3     8.2     4.1     0.0
DL-Comp   : M       0.0    35.8    37.1   140.3   255.2   337.3   386.5   402.9
DC(Min)     V      14.7    14.0    14.0    11.8     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    26.6    27.6   104.3   189.7   250.7   287.3   299.5
DW(Max)     V      10.9    10.4    10.4     8.8     6.6     4.4     2.2     0.0
DL-Comp   : M       0.0    11.5    12.0    45.2    82.2   108.6   124.5   129.8
DW(Min)     V       4.7     4.5     4.5     3.8     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   326.6   338.6  1273.8  2296.1  2999.6  3417.6  3531.8
            V     215.6   208.9   208.6   186.9   157.6   128.4    87.5    58.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   215.6   208.9   208.6   187.1   159.8   133.7   108.8    85.2
            M       0.0   322.5   334.2  1235.6  2160.1  2732.1  2977.2  2920.9
Total     : M+      0.0   652.4   676.3  2551.2  4619.6  6070.9  6938.4  7203.7
            V     349.0   336.2   335.7   294.6   238.4   182.3   114.6    58.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   349.0   336.2   335.7   294.8   240.6   187.6   135.9    85.4
            M       0.0   648.3   671.9  2513.0  4483.7  5803.4  6498.0  6592.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.10   77.20   88.30   99.40  107.41  107.50  110.00
Self wt.  : M    1206.6  1052.9   796.8   438.1   115.8   111.8     0.0
(Max)       V       9.2    18.5    27.7    36.9    43.6    43.7    45.7
Self wt.  : M     868.8   758.1   573.7   315.5    83.4    80.5     0.0
(Min)       V       6.6    13.3    19.9    26.6    31.4    31.4    32.9
DL-Prec.  : M     145.7   127.1    96.2    52.9    14.0    13.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.5     5.3     5.3     5.5
DL-Prec.  : M     104.9    91.5    69.2    38.1    10.1     9.7     0.0
DC(Min)     V       0.8     1.6     2.4     3.2     3.8     3.8     4.0
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    1336.6  1166.3   882.6   485.3   128.3   123.8     0.0
Haunch (Max)V      10.2    20.5    30.7    40.9    48.3    48.4    50.7
Deck +    : M     962.4   839.8   635.5   349.4    92.4    89.1     0.0
Haunch (Min)V       7.4    14.7    22.1    29.4    34.8    34.8    36.5
Diaphragm : M       7.8     5.8     3.9     1.9     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       5.6     4.2     2.8     1.4     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     536.8   468.4   354.5   194.9    51.5    49.7     0.0
DC(Max)     V       4.1     8.2    12.3    16.4    19.4    19.4    20.4
DL-Comp   : M     386.5   337.3   255.2   140.3    37.1    35.8     0.0
DC(Min)     V       3.0     5.9     8.9    11.8    14.0    14.0    14.7
DL-Comp   : M     287.3   250.7   189.7   104.3    27.6    26.6     0.0
DW(Max)     V       2.2     4.4     6.6     8.8    10.4    10.4    10.9
DL-Comp   : M     124.5   108.6    82.2    45.2    12.0    11.5     0.0
DW(Min)     V       1.0     1.9     2.9     3.8     4.5     4.5     4.7
LL + I    : M+   3417.6  2999.6  2296.1  1273.8   338.6   326.6     0.0
            V      87.5   128.4   157.6   186.9   208.6   208.9   215.6
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   108.8   133.7   159.8   187.1   208.6   208.9   215.6
            M    2977.2  2732.1  2160.1  1235.6   334.2   322.5     0.0
Total     : M+   6938.4  6070.9  4619.6  2551.2   676.3   652.4     0.0
            V     114.6   182.3   238.4   294.6   335.7   336.2   349.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   135.9   187.6   240.6   294.8   335.7   336.2   349.0
            M    6498.0  5803.4  4483.7  2513.0   671.9   648.3     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               45.7             45.7
Deck+Haunch            50.7             50.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.5              5.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          101.8            101.8
DL-Comp.(DW)           54.4             54.4
Live                  176.9            176.9
        Truck         115.3            115.3
        Lane           61.6             61.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, 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    2.59   10.60   21.70   32.80   43.90   55.00
Self wt.  : M       0.0    89.4    92.7   350.5   637.4   842.3   965.3  1006.3
(Max)       V      36.6    34.9    34.9    29.5    22.2    14.8     7.4     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    10.8    11.2    42.3    76.9   101.7   116.5   121.5
DC(Max)     V       4.4     4.2     4.2     3.6     2.7     1.8     0.9     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    99.0   102.7   388.3   706.1   933.1  1069.3  1114.7
Haunch (Max)V      40.5    38.7    38.6    32.7    24.5    16.4     8.2     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     0.4     1.5     3.1     4.7     6.3     7.8
(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    39.8    41.2   155.9   283.6   374.8   429.5   447.7
DC(Max)     V      16.3    15.5    15.5    13.1     9.9     6.6     3.3     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    17.7    18.4    69.5   126.5   167.1   191.5   199.6
DW(Max)     V       7.3     6.9     6.9     5.9     4.4     2.9     1.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   127.7   132.4   492.5   871.0  1133.6  1271.5  1269.0
            V     101.5    98.7    98.5    89.4    77.2    58.6    46.5    34.3
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   101.5    98.7    98.5    89.4    77.2    65.0    52.9    40.7
            M       0.0   127.7   132.4   492.5   871.0  1109.0  1206.5  1163.6
Total     : M+      0.0   384.8   398.9  1500.6  2704.6  3557.2  4049.9  4166.6
            V     206.7   199.1   198.8   174.3   141.0   101.2    67.8    34.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   206.7   199.1   198.8   174.3   141.0   107.6    74.2    40.8
            M       0.0   384.8   398.9  1500.6  2704.6  3532.6  3984.9  4061.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.10   77.20   88.30   99.40  107.41  107.50  110.00
Self wt.  : M     965.3   842.3   637.4   350.5    92.7    89.4     0.0
(Max)       V       7.4    14.8    22.2    29.5    34.9    34.9    36.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     116.5   101.7    76.9    42.3    11.2    10.8     0.0
DC(Max)     V       0.9     1.8     2.7     3.6     4.2     4.2     4.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1069.3   933.1   706.1   388.3   102.7    99.0     0.0
Haunch (Max)V       8.2    16.4    24.5    32.7    38.6    38.7    40.5
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       6.3     4.7     3.1     1.5     0.4     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     429.5   374.8   283.6   155.9    41.2    39.8     0.0
DC(Max)     V       3.3     6.6     9.9    13.1    15.5    15.5    16.3
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     191.5   167.1   126.5    69.5    18.4    17.7     0.0
DW(Max)     V       1.5     2.9     4.4     5.9     6.9     6.9     7.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1271.5  1133.6   871.0   492.5   132.4   127.7     0.0
            V      46.5    58.6    77.2    89.4    98.5    98.7   101.5
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    52.9    65.0    77.2    89.4    98.5    98.7   101.5
            M    1206.5  1109.0   871.0   492.5   132.4   127.7     0.0
Total     : M+   4049.9  3557.2  2704.6  1500.6   398.9   384.8     0.0
            V      67.8   101.2   141.0   174.3   198.8   199.1   206.7
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    74.2   107.6   141.0   174.3   198.8   199.1   206.7
            M    3984.9  3532.6  2704.6  1500.6   398.9   384.8     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.10   22.20   33.30   44.40   55.50
 
Beam-Self
Precast-top    0.178   0.607   1.074   1.400   1.589   1.655 
Bottom        -0.140  -0.474  -0.831  -1.076  -1.211  -1.262 
 
Prestress
Precast-top   -0.182  -0.444  -0.798  -1.144  -1.483  -1.483 
Bottom         3.975   4.169   4.428   4.677   4.916   4.916 
 
Total
Precast-top   -0.004   0.163   0.276   0.256   0.106   0.172 
Bottom         3.835   3.696   3.597   3.601   3.705   3.654 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.01 %)
             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    2.59   10.60   21.70   32.80   43.90   55.00
 
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   0.021   0.079   0.144   0.189   0.216   0.225 
Precast-top   -0.015   0.191   0.201   0.978   1.775   2.248   2.402   2.561 
Bottom         0.603   3.152   3.143   2.438   1.715   1.281   1.125   0.989 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.10   22.20   33.30   44.40   55.50
 
Beam-Self
Precast-top    0.178   0.607   1.074   1.400   1.589   1.655 
Bottom        -0.140  -0.474  -0.831  -1.076  -1.211  -1.262 
 
Prestress
Precast-top   -0.182  -0.444  -0.798  -1.144  -1.483  -1.483 
Bottom         3.975   4.169   4.428   4.677   4.916   4.916 
 
Total
Precast-top   -0.004   0.163   0.276   0.256   0.106   0.172 
Bottom         3.835   3.696   3.597   3.601   3.705   3.654 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.640   0.640   0.640   0.440   1.580   1.580 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.01 %)
             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    2.59   10.60   21.70   32.80   43.90   55.00
 
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    2.59   10.60   21.70   32.80   43.90   55.00
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   0.055   0.057   0.213   0.377   0.490   0.549   0.553 
Precast-top   -0.008   0.139   0.146   0.656   1.182   1.506   1.628   1.706 
Bottom         0.302   1.471   1.463   0.816   0.151  -0.272  -0.452  -0.518 
 

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
    349.0    7.0   57.4    0.663   3.1   6.00e-3 50.0    354.5     1.481    5.493      0.00
      0.0    0.7   57.0     31.5 0.128      30.2 0.87    12.00     0.121    1.939 
Transfer:   3.00
    336.2    7.0   57.4    3.980  18.5  -0.04e-3 28.9    189.4     0.378    1.360      0.00
    648.3    4.1   55.3    189.0 0.122     165.6 4.94    24.00     0.121    1.993 
Critical:   5.09
    325.4    7.0   57.4    4.486  18.5  -0.08e-3 28.7    173.2     0.345    1.042      0.00
   1135.3    4.7   55.1    189.0 0.119     169.9 5.09    24.00     0.121    1.968 
0.1L    :  11.10
    294.8    7.0   57.4    5.923  18.5  -0.09e-3 28.7    139.2     0.280    0.343      0.00
   2513.0    6.1   54.3    189.0 0.108     169.9 5.16    24.00     0.121    1.095 
0.2L    :  22.20
    240.6    7.0   53.6    7.378  18.5  -0.03e-3 28.9     98.2     0.214    0.282      0.00
   4483.7    6.3   50.5    189.0 0.094     150.7 4.92    24.00     0.121    1.116 
0.3L    :  33.30
    187.6    7.0   55.6    7.378  18.5   0.49e-3 30.7     78.3     0.177    0.282      0.00
   5803.4    6.3   52.4    189.0 0.069     111.7 3.51    24.00     0.121    1.222 
0.4L    :  44.40
    135.9    7.0   57.5    7.378   0.0   0.83e-3 31.9     53.5     0.122    0.282      0.00
   6498.0    6.3   54.4    189.0 0.053      97.5 2.96    24.00     0.121    1.463 
0.5L    :  55.50
     85.4    7.0   57.5    7.378   0.0   0.69e-3 31.4      0.0     0.121    0.282      0.00
   6592.9    6.3   54.4    189.0 0.033     104.3 3.16    24.00     0.121    2.424 
0.6L    :  66.60
    135.9    7.0   57.5    7.378   0.0   0.83e-3 31.9     53.5     0.122    0.282      0.00
   6498.0    6.3   54.4    189.0 0.053      97.5 2.96    24.00     0.121    1.463 
0.7L    :  77.70
    187.6    7.0   55.6    7.378  18.5   0.49e-3 30.7     78.3     0.177    0.282      0.00
   5803.4    6.3   52.4    189.0 0.069     111.7 3.51    24.00     0.121    1.222 
0.8L    :  88.80
    240.6    7.0   53.6    7.378  18.5  -0.03e-3 28.9     98.2     0.214    0.282      0.00
   4483.7    6.3   50.5    189.0 0.094     150.7 4.92    24.00     0.121    1.116 
0.9L    :  99.90
    294.8    7.0   57.4    5.923  18.5  -0.09e-3 28.7    139.2     0.280    0.343      0.00
   2513.0    6.1   54.3    189.0 0.108     169.9 5.16    24.00     0.121    1.095 
Critical: 105.91
    325.4    7.0   57.4    4.486  18.5  -0.08e-3 28.7    173.2     0.345    1.042      0.00
   1135.3    4.7   55.1    189.0 0.119     169.9 5.09    24.00     0.121    1.968 
Transfer: 108.00
    336.2    7.0   57.4    3.980  18.5  -0.04e-3 28.9    189.4     0.378    1.360      0.00
    648.3    4.1   55.3    189.0 0.122     165.6 4.94    24.00     0.121    1.993 
Bearing : 110.50
    349.0    7.0   57.4    0.663   3.1   6.00e-3 50.0    354.5     1.481    5.493      0.00
      0.0    0.7   57.0     31.5 0.128      30.2 0.87    12.00     0.121    1.939 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1446.24
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.89
 
 
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 = 16.00(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
    349.0      6.80     57.39    0.71       57.04    24.00      0.160      1.866      0.464      0.533 
Transfer:      2.50
    336.2      6.75     57.39    4.15       55.32    24.00      0.160      1.851      0.455      0.533 
Critical:      4.59
    325.5      6.57     57.39    4.66       55.06    24.00      0.160      1.790      0.418      0.409*
0.1L    :     10.60
    294.8      6.03     57.39    6.10       54.34    24.00      0.160      1.609      0.309      0.343 
0.2L    :     21.70
    240.6      5.29     53.62    6.26       50.49    24.00      0.160      1.365      0.163      0.282 
0.3L    :     32.80
    187.6      3.97     55.58    6.27       52.45    24.00      0.160      0.925      0.000      0.282 
0.4L    :     43.90
    135.9      2.78     57.54    6.28       54.41    24.00      0.160      0.525      0.000      0.282 
0.5L    :     55.00
     85.4      1.74     57.54    6.28       54.41    24.00      0.160      0.181      0.000      0.282 
0.6L    :     66.10
    135.9      2.78     57.54    6.28       54.41    24.00      0.160      0.525      0.000      0.282 
0.7L    :     77.20
    187.6      3.97     55.58    6.27       52.45    24.00      0.160      0.925      0.000      0.282 
0.8L    :     88.30
    240.6      5.29     53.62    6.26       50.49    24.00      0.160      1.365      0.163      0.282 
0.9L    :     99.40
    294.8      6.03     57.39    6.10       54.34    24.00      0.160      1.609      0.309      0.343 
Critical:    105.41
    325.5      6.57     57.39    4.66       55.06    24.00      0.160      1.790      0.418      0.409*
Transfer:    107.50
    336.2      6.75     57.39    4.15       55.32    24.00      0.160      1.851      0.455      0.533 
Bearing :    110.00
    349.0      6.80     57.39    0.71       57.04    24.00      0.160      1.866      0.464      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.60 ft
Prestress      :       1.688  1.80      3.039  2.20      3.714
Self Wt.       :      -0.644  1.85     -1.191  2.40     -1.546
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          :       1.044            1.848            2.169
 
At 0.2 x L = 21.70 ft
Prestress      :       3.034  1.80      5.462  2.20      6.676
Self Wt.       :      -1.208  1.85     -2.235  2.40     -2.899
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          :       1.826            3.227            3.776
 
At 0.3 x L = 32.80 ft
Prestress      :       4.001  1.80      7.201  2.20      8.802
Self Wt.       :      -1.638  1.85     -3.030  2.40     -3.931
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          :       2.363            4.171            4.870
 
At 0.4 x L = 43.90 ft
Prestress      :       4.557  1.80      8.202  2.20     10.025
Self Wt.       :      -1.898  1.85     -3.512  2.40     -4.556
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          :       2.659            4.691            5.469
 
At 0.5 x L = 55.00 ft
Prestress      :       4.767  1.80      8.580  2.20     10.487
Self Wt.       :      -1.993  1.85     -3.688  2.40     -4.784
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          :       2.773            4.893            5.703
 
At 0.6 x L = 66.10 ft
Prestress      :       4.557  1.80      8.202  2.20     10.025
Self Wt.       :      -1.898  1.85     -3.512  2.40     -4.556
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          :       2.659            4.691            5.469
 
At 0.7 x L = 77.20 ft
Prestress      :       4.001  1.80      7.201  2.20      8.802
Self Wt.       :      -1.638  1.85     -3.030  2.40     -3.931
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          :       2.363            4.171            4.870
 
At 0.8 x L = 88.30 ft
Prestress      :       3.034  1.80      5.462  2.20      6.676
Self Wt.       :      -1.208  1.85     -2.235  2.40     -2.899
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          :       1.826            3.227            3.776
 
At 0.9 x L = 99.40 ft
Prestress      :       1.688  1.80      3.039  2.20      3.714
Self Wt.       :      -0.644  1.85     -1.191  2.40     -1.546
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          :       1.044            1.848            2.169
 

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
   652.4    50.2  4.833  262.7    4.9   4.15   5093.6  0.034T 1.00       -       -     -     -  
H/2     :   2.59
   676.3    50.2  4.861  262.6    4.9   4.17   5122.2  0.034T 1.00       -       -     -     -  
0.1L    :  10.60
  2551.2    51.7  7.192  259.5    7.2   6.10   7559.7  0.022T 1.00       -       -     -     -  
0.2L    :  21.70
  4619.6    53.6  7.378  259.6    7.4   6.26   8058.9  0.022T 1.00    496.6   496.6   16.23    -  
0.3L    :  32.80
  6070.9    55.6  7.378  260.0    7.4   6.27   8383.0  0.022T 1.00    266.5   266.5   31.46    -  
0.4L    :  43.90
  6938.4    57.5  7.378  260.3    7.4   6.28   8707.2  0.021T 1.00    146.4   146.4   59.49    -  
0.5L    :  55.00
  7203.7    57.5  7.378  260.3    7.4   6.28   8707.2  0.021T 1.00     95.9    95.9   90.80    -  
0.6L    :  66.10
  6938.4    57.5  7.378  260.3    7.4   6.28   8707.2  0.021T 1.00    146.4   146.4   59.49    -  
0.7L    :  77.20
  6070.9    55.6  7.378  260.0    7.4   6.27   8383.0  0.022T 1.00    266.5   266.5   31.46    -  
0.8L    :  88.30
  4619.6    53.6  7.378  259.6    7.4   6.26   8058.9  0.022T 1.00    496.6   496.6   16.23    -  
0.9L    :  99.40
  2551.2    51.7  7.192  259.5    7.2   6.10   7559.7  0.022T 1.00       -       -     -     -  
H/2     : 107.41
   676.3    50.2  4.861  262.6    4.9   4.17   5122.2  0.034T 1.00       -       -     -     -  
Transfer: 107.50
   652.4    50.2  4.833  262.7    4.9   4.15   5093.6  0.034T 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 1-17; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.050
        M   2.00 Fb     0.186
 
  2   2 E  50.50 Ft     0.455
        M   6.00 Fb     0.094
 
  3   2 E  48.50 Ft     0.836
        M   4.00 Fb     0.021
 
  4   2 E  46.50 Ft     1.193
        M   2.00 Fb    -0.034
 
  5   2 E  10.00 Ft     1.159
        M  10.00 Fb     0.218
 
  6   2 E   8.00 Ft     1.101
        M   8.00 Fb     0.489
 
  7   2 E   8.00 Ft     1.043
        M   8.00 Fb     0.760
 
  8   2 E   6.00 Ft     0.962
        M   6.00 Fb     1.049
 
  9   2 E   6.00 Ft     0.881
        M   6.00 Fb     1.338
 
 10   2 E   6.00 Ft     0.799
        M   6.00 Fb     1.627
 
 11   2 E   4.00 Ft     0.695
        M   4.00 Fb     1.935
 
 12   2 E   4.00 Ft     0.590
        M   4.00 Fb     2.243
 
 13   2 E   4.00 Ft     0.485
        M   4.00 Fb     2.550
 
 14   2 E   4.00 Ft     0.381
        M   4.00 Fb     2.858
 
 15   2 E   2.00 Ft     0.253
        M   2.00 Fb     3.183
 
 16   2 E   2.00 Ft     0.125
        M   2.00 Fb     3.509
 
 17   2 E   2.00 Ft    -0.003
        M   2.00 Fb     3.835
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 111.00            Release Length, ft: 111.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  34
No. of strands, Draped:   6           No. of strands, Straight:  28
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.68 %               Final losses: 13.92 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.220       3.835     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.004       Trans
      Precast Top w/ reinf. (tension)      -0.610           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  8707.20     7203.72     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   0.225     Midspan
    Pre.Top:   4.500  -0.000     Bearing    3.380   2.561     Midspan
    Pre.Bot:   4.500  -0.000     Bearing    3.380   3.152    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520  -0.000     Bearing
    Pre.Bot:  -0.520  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.706     Midspan
    Pre.Bot:                                                             3.000   1.471    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  55.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.767  1.80      8.580  2.20     10.487
Self Wt.       :      -1.993  1.85     -3.688  2.40     -4.784
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          :       2.773            4.893            5.703
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-D                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  6.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  7.000 in                     Interior/Exterior  =   Interior
            Bot =  7.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  7.000 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     =  20.000 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       0.010      0.00       0.010  110.00
     DC  Line       0.070      0.00       0.070  110.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    55.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 111.000 ft
Release length = 111.000 ft
Design  length = 110.000 ft
 
Kern points:
------------
Upper    =   38.18 in
Lower    =   13.01 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.625   (Calculated)    
Live Moment (1  lane  loaded)  : 0.437   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.003   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.840   (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                  =        638.7 in2           1122.1 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           534541 in4#
Ht. of c.g.           =        24.37 in             38.99 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1402.3 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.6832

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     2.59    10.60    21.70    32.80    43.90    55.00
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    644.5    673.3    673.3    673.3    673.3    673.3    673.3    673.3
  Yb      ,  in    24.26    23.74    23.73    23.66    23.56    23.46    23.36    23.36
  MI(Ixx) , in4   215784   219975   219989   221204   223106   225262   227670   227670
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1127.5   1154.7   1154.7   1154.7   1154.7   1154.7   1154.7   1154.7
  Yb      ,  in    38.87    38.23    38.23    38.19    38.13    38.08    38.02    38.02
  MI(Ixx) , in4   538353   557629   557657   560147   563810   567717   571870   571870

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.22 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 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           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  34 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 44.40 ft from member end )
END PATTERN (Ycg = 12.56 in):
     8 @  2.000 in     8 @  4.000 in     6 @  6.000 in     4 @  8.000 in
     2 @ 10.000 in     2 @ 46.500 in     2 @ 48.500 in     2 @ 50.500 in

 
MID PATTERN (Ycg = 4.71 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
     8 @  2.000 in     8 @  4.000 in     6 @  6.000 in     4 @  8.000 in
     2 @ 10.000 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     =    7.38 in2      Initial Pull          =     1446.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.737 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.672 ft
Holddown Force        =  21.242 kips     Beam Shrtng (PL/AE)   =      0.571 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)       
--------------------------------------------------------------------------------------
      3775.855         740 2794.133     18.234 73849.844   771.095     418.878        
 
 
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#5[M16]       60.00        0.62       3.00       0.1250      1.1250     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3750      0.6250     No
      2      US#5[M16]       60.00        0.62       7.50       0.6250      1.2500     No
      2      US#5[M16]       60.00        0.62       9.00       1.2500      3.5000     No
      2      US#5[M16]       60.00        0.62      10.38       3.5000      4.3701     No
      2      US#5[M16]       60.00        0.62      11.75       4.3701      5.3501     No
      2      US#4[M13]       60.00        0.40      11.75       3.8750      5.8330    Yes
      2      US#4[M13]       60.00        0.40      14.00       5.8330     12.8330    Yes
      2      US#4[M13]       60.00        0.40      17.00      12.8330     98.1670    Yes
      2      US#4[M13]       60.00        0.40      14.00      98.1670    105.1670    Yes
      2      US#4[M13]       60.00        0.40      11.75     105.1670    107.1250    Yes
      2      US#5[M16]       60.00        0.62      11.75     105.6499    106.6299     No
      2      US#5[M16]       60.00        0.62      10.38     106.6299    107.5000     No
      2      US#5[M16]       60.00        0.62       9.00     107.5000    109.7500     No
      2      US#5[M16]       60.00        0.62       7.50     109.7500    110.3750     No
      2      US#5[M16]       60.00        0.62       3.00     110.3750    110.6250     No
      2      US#4[M13]       60.00        0.40       9.00     107.1250    110.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00     109.8750    110.8750     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start     End   Side Cover 
                       (in)      (in2)   (ft)    (ft)      (in)    
-------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  26.5000   10.00    
      1 US#4[M13]           2.00 0.200 84.5000 111.0000   10.00    
      1 US#6[M19]           2.00 0.440  0.0000  38.3330       2.00 
      2 US#6[M19]           2.00 0.880 72.6670 111.0000       2.00 
      2 US#8[M25]           2.00 1.580 35.9163  75.0837       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.3780 in2       Ycg =  4.71 in
         P_init    =     1446.2 kips  Ecc = 19.66 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.01 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.989 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.64 ksi    0.00 ksi
    due to Composite Loads                                 -2.46 ksi    0.00 ksi
    due to Live Loads                                      -6.13 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                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.10 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.01 ksi  ( 8.68 %)            10.27 ksi ( 5.24 %)
Total Prestress Losses                                    27.28 ksi (13.92 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.7 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    2.59   10.60   21.70   32.80   43.90   55.00
Self wt.  : M       0.0    89.4    92.7   350.5   637.4   842.3   965.3  1006.3
(Max)       V      36.6    34.9    34.9    29.5    22.2    14.8     7.4     0.0
DL-Prec.  : M       0.0    10.8    11.2    42.3    76.9   101.7   116.5   121.5
DC(Max)     V       4.4     4.2     4.2     3.6     2.7     1.8     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
Deck +    : M       0.0    99.0   102.7   388.3   706.1   933.1  1069.3  1114.7
Haunch (Max)V      40.5    38.7    38.6    32.7    24.5    16.4     8.2     0.0
Diaphragm : M       0.0     0.4     0.4     1.5     3.1     4.7     6.3     7.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    39.8    41.2   155.9   283.6   374.8   429.5   447.7
DC(Max)     V      16.3    15.5    15.5    13.1     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    17.7    18.4    69.5   126.5   167.1   191.5   199.6
DW(Max)     V       7.3     6.9     6.9     5.9     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   186.6   193.5   727.9  1312.0  1714.1  1952.9  2018.2
            V     123.2   119.3   119.2   106.8    90.1    73.3    50.0    33.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   123.2   119.4   119.2   106.9    91.3    76.4    62.2    48.7
            M       0.0   184.3   191.0   706.0  1234.4  1561.2  1701.2  1669.1
Total     : M+      0.0   443.7   460.0  1735.9  3145.6  4137.7  4731.3  4915.8
            V     228.4   219.8   219.5   191.8   153.8   115.9    71.4    33.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   228.4   219.8   219.5   191.9   155.1   119.0    83.5    48.8
            M       0.0   441.4   457.5  1714.1  3067.9  3984.9  4479.6  4566.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.10   77.20   88.30   99.40  107.41  107.50  110.00
Self wt.  : M     965.3   842.3   637.4   350.5    92.7    89.4     0.0
(Max)       V       7.4    14.8    22.2    29.5    34.9    34.9    36.6
DL-Prec.  : M     116.5   101.7    76.9    42.3    11.2    10.8     0.0
DC(Max)     V       0.9     1.8     2.7     3.6     4.2     4.2     4.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1069.3   933.1   706.1   388.3   102.7    99.0     0.0
Haunch (Max)V       8.2    16.4    24.5    32.7    38.6    38.7    40.5
Diaphragm : M       6.3     4.7     3.1     1.5     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     429.5   374.8   283.6   155.9    41.2    39.8     0.0
DC(Max)     V       3.3     6.6     9.9    13.1    15.5    15.5    16.3
DL-Comp   : M     191.5   167.1   126.5    69.5    18.4    17.7     0.0
DW(Max)     V       1.5     2.9     4.4     5.9     6.9     6.9     7.3
LL + I    : M+   1952.9  1714.1  1312.0   727.9   193.5   186.6     0.0
            V      50.0    73.3    90.1   106.8   119.2   119.3   123.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    62.2    76.4    91.3   106.9   119.2   119.4   123.2
            M    1701.2  1561.2  1234.4   706.0   191.0   184.3     0.0
Total     : M+   4731.3  4137.7  3145.6  1735.9   460.0   443.7     0.0
            V      71.4   115.9   153.8   191.8   219.5   219.8   228.4
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    83.5   119.0   155.1   191.9   219.5   219.8   228.4
            M    4479.6  3984.9  3067.9  1714.1   457.5   441.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.6             36.6
Deck+Haunch            40.5             40.5
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.4              4.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           81.4             81.4
DL-Comp.(DW)           36.3             36.3
Live                  101.1            101.1
        Truck          65.9             65.9
        Lane           35.2             35.2
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    2.59   10.60   21.70   32.80   43.90   55.00
Self wt.  : M       0.0    89.4    92.7   350.5   637.4   842.3   965.3  1006.3
(Max)       V      36.6    34.9    34.9    29.5    22.2    14.8     7.4     0.0
DL-Prec.  : M       0.0    10.8    11.2    42.3    76.9   101.7   116.5   121.5
DC(Max)     V       4.4     4.2     4.2     3.6     2.7     1.8     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
Deck +    : M       0.0    99.0   102.7   388.3   706.1   933.1  1069.3  1114.7
Haunch (Max)V      40.5    38.7    38.6    32.7    24.5    16.4     8.2     0.0
Diaphragm : M       0.0     0.4     0.4     1.5     3.1     4.7     6.3     7.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    39.8    41.2   155.9   283.6   374.8   429.5   447.7
DC(Max)     V      16.3    15.5    15.5    13.1     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    17.7    18.4    69.5   126.5   167.1   191.5   199.6
DW(Max)     V       7.3     6.9     6.9     5.9     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   149.3   154.8   582.3  1049.6  1371.2  1562.4  1614.5
            V      98.6    95.5    95.4    85.4    72.1    58.7    40.0    26.6
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    98.6    95.5    95.4    85.5    73.0    61.1    49.8    39.0
            M       0.0   147.4   152.8   564.8   987.5  1249.0  1361.0  1335.3
Total     : M+      0.0   406.4   421.3  1590.4  2883.2  3794.9  4340.7  4512.2
            V     203.8   195.9   195.6   170.4   135.8   101.2    61.4    26.8
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   203.8   195.9   195.7   170.5   136.8   103.7    71.1    39.1
            M       0.0   404.5   419.3  1572.9  2821.0  3672.6  4139.3  4232.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.10   77.20   88.30   99.40  107.41  107.50  110.00
Self wt.  : M     965.3   842.3   637.4   350.5    92.7    89.4     0.0
(Max)       V       7.4    14.8    22.2    29.5    34.9    34.9    36.6
DL-Prec.  : M     116.5   101.7    76.9    42.3    11.2    10.8     0.0
DC(Max)     V       0.9     1.8     2.7     3.6     4.2     4.2     4.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1069.3   933.1   706.1   388.3   102.7    99.0     0.0
Haunch (Max)V       8.2    16.4    24.5    32.7    38.6    38.7    40.5
Diaphragm : M       6.3     4.7     3.1     1.5     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     429.5   374.8   283.6   155.9    41.2    39.8     0.0
DC(Max)     V       3.3     6.6     9.9    13.1    15.5    15.5    16.3
DL-Comp   : M     191.5   167.1   126.5    69.5    18.4    17.7     0.0
DW(Max)     V       1.5     2.9     4.4     5.9     6.9     6.9     7.3
LL + I    : M+   1562.4  1371.2  1049.6   582.3   154.8   149.3     0.0
            V      40.0    58.7    72.1    85.4    95.4    95.5    98.6
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    49.8    61.1    73.0    85.5    95.4    95.5    98.6
            M    1361.0  1249.0   987.5   564.8   152.8   147.4     0.0
Total     : M+   4340.7  3794.9  2883.2  1590.4   421.3   406.4     0.0
            V      61.4   101.2   135.8   170.4   195.6   195.9   203.8
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    71.1   103.7   136.8   170.5   195.7   195.9   203.8
            M    4139.3  3672.6  2821.0  1572.9   419.3   404.5     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59   10.60   21.70   32.80   43.90   55.00
Self wt.  : M       0.0   111.8   115.8   438.1   796.8  1052.9  1206.6  1257.9
(Max)       V      45.7    43.7    43.6    36.9    27.7    18.5     9.2     0.0
Self wt.  : M       0.0    80.5    83.4   315.4   573.7   758.1   868.8   905.7
(Min)       V      32.9    31.4    31.4    26.6    19.9    13.3     6.6     0.0
DL-Prec.  : M       0.0    13.5    14.0    52.9    96.2   127.1   145.7   151.8
DC(Max)     V       5.5     5.3     5.3     4.5     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     9.7    10.1    38.1    69.2    91.5   104.9   109.3
DC(Min)     V       4.0     3.8     3.8     3.2     2.4     1.6     0.8     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   123.8   128.3   485.3   882.6  1166.3  1336.6  1393.4
Haunch (Max)V      50.7    48.4    48.3    40.9    30.7    20.5    10.2     0.0
Deck +    : M       0.0    89.1    92.4   349.4   635.5   839.8   962.4  1003.2
Haunch (Min)V      36.5    34.8    34.8    29.4    22.1    14.7     7.4     0.0
Diaphragm : M       0.0     0.4     0.5     1.9     3.9     5.8     7.8     9.8
(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     1.4     2.8     4.2     5.6     7.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    49.7    51.5   194.9   354.5   468.4   536.8   559.6
DC(Max)     V      20.4    19.4    19.4    16.4    12.3     8.2     4.1     0.0
DL-Comp   : M       0.0    35.8    37.1   140.3   255.2   337.3   386.5   402.9
DC(Min)     V      14.7    14.0    14.0    11.8     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    26.6    27.6   104.3   189.7   250.7   287.3   299.5
DW(Max)     V      10.9    10.4    10.4     8.8     6.6     4.4     2.2     0.0
DL-Comp   : M       0.0    11.5    12.0    45.2    82.2   108.6   124.5   129.8
DW(Min)     V       4.7     4.5     4.5     3.8     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   326.6   338.6  1273.8  2296.1  2999.6  3417.6  3531.8
            V     215.6   208.9   208.6   186.9   157.6   128.4    87.5    58.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   215.6   208.9   208.6   187.1   159.8   133.7   108.8    85.2
            M       0.0   322.5   334.2  1235.6  2160.1  2732.1  2977.2  2920.9
Total     : M+      0.0   652.4   676.3  2551.2  4619.6  6070.9  6938.4  7203.7
            V     349.0   336.2   335.7   294.6   238.4   182.3   114.6    58.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   349.0   336.2   335.7   294.8   240.6   187.6   135.9    85.4
            M       0.0   648.3   671.9  2513.0  4483.7  5803.4  6498.0  6592.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.10   77.20   88.30   99.40  107.41  107.50  110.00
Self wt.  : M    1206.6  1052.9   796.8   438.1   115.8   111.8     0.0
(Max)       V       9.2    18.5    27.7    36.9    43.6    43.7    45.7
Self wt.  : M     868.8   758.1   573.7   315.5    83.4    80.5     0.0
(Min)       V       6.6    13.3    19.9    26.6    31.4    31.4    32.9
DL-Prec.  : M     145.7   127.1    96.2    52.9    14.0    13.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.5     5.3     5.3     5.5
DL-Prec.  : M     104.9    91.5    69.2    38.1    10.1     9.7     0.0
DC(Min)     V       0.8     1.6     2.4     3.2     3.8     3.8     4.0
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    1336.6  1166.3   882.6   485.3   128.3   123.8     0.0
Haunch (Max)V      10.2    20.5    30.7    40.9    48.3    48.4    50.7
Deck +    : M     962.4   839.8   635.5   349.4    92.4    89.1     0.0
Haunch (Min)V       7.4    14.7    22.1    29.4    34.8    34.8    36.5
Diaphragm : M       7.8     5.8     3.9     1.9     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       5.6     4.2     2.8     1.4     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     536.8   468.4   354.5   194.9    51.5    49.7     0.0
DC(Max)     V       4.1     8.2    12.3    16.4    19.4    19.4    20.4
DL-Comp   : M     386.5   337.3   255.2   140.3    37.1    35.8     0.0
DC(Min)     V       3.0     5.9     8.9    11.8    14.0    14.0    14.7
DL-Comp   : M     287.3   250.7   189.7   104.3    27.6    26.6     0.0
DW(Max)     V       2.2     4.4     6.6     8.8    10.4    10.4    10.9
DL-Comp   : M     124.5   108.6    82.2    45.2    12.0    11.5     0.0
DW(Min)     V       1.0     1.9     2.9     3.8     4.5     4.5     4.7
LL + I    : M+   3417.6  2999.6  2296.1  1273.8   338.6   326.6     0.0
            V      87.5   128.4   157.6   186.9   208.6   208.9   215.6
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   108.8   133.7   159.8   187.1   208.6   208.9   215.6
            M    2977.2  2732.1  2160.1  1235.6   334.2   322.5     0.0
Total     : M+   6938.4  6070.9  4619.6  2551.2   676.3   652.4     0.0
            V     114.6   182.3   238.4   294.6   335.7   336.2   349.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   135.9   187.6   240.6   294.8   335.7   336.2   349.0
            M    6498.0  5803.4  4483.7  2513.0   671.9   648.3     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               45.7             45.7
Deck+Haunch            50.7             50.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.5              5.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          101.8            101.8
DL-Comp.(DW)           54.4             54.4
Live                  176.9            176.9
        Truck         115.3            115.3
        Lane           61.6             61.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, 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    2.59   10.60   21.70   32.80   43.90   55.00
Self wt.  : M       0.0    89.4    92.7   350.5   637.4   842.3   965.3  1006.3
(Max)       V      36.6    34.9    34.9    29.5    22.2    14.8     7.4     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    10.8    11.2    42.3    76.9   101.7   116.5   121.5
DC(Max)     V       4.4     4.2     4.2     3.6     2.7     1.8     0.9     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    99.0   102.7   388.3   706.1   933.1  1069.3  1114.7
Haunch (Max)V      40.5    38.7    38.6    32.7    24.5    16.4     8.2     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     0.4     1.5     3.1     4.7     6.3     7.8
(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    39.8    41.2   155.9   283.6   374.8   429.5   447.7
DC(Max)     V      16.3    15.5    15.5    13.1     9.9     6.6     3.3     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    17.7    18.4    69.5   126.5   167.1   191.5   199.6
DW(Max)     V       7.3     6.9     6.9     5.9     4.4     2.9     1.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   127.7   132.4   492.5   871.0  1133.6  1271.5  1269.0
            V     101.5    98.7    98.5    89.4    77.2    58.6    46.5    34.3
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   101.5    98.7    98.5    89.4    77.2    65.0    52.9    40.7
            M       0.0   127.7   132.4   492.5   871.0  1109.0  1206.5  1163.6
Total     : M+      0.0   384.8   398.9  1500.6  2704.6  3557.2  4049.9  4166.6
            V     206.7   199.1   198.8   174.3   141.0   101.2    67.8    34.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   206.7   199.1   198.8   174.3   141.0   107.6    74.2    40.8
            M       0.0   384.8   398.9  1500.6  2704.6  3532.6  3984.9  4061.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.10   77.20   88.30   99.40  107.41  107.50  110.00
Self wt.  : M     965.3   842.3   637.4   350.5    92.7    89.4     0.0
(Max)       V       7.4    14.8    22.2    29.5    34.9    34.9    36.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     116.5   101.7    76.9    42.3    11.2    10.8     0.0
DC(Max)     V       0.9     1.8     2.7     3.6     4.2     4.2     4.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1069.3   933.1   706.1   388.3   102.7    99.0     0.0
Haunch (Max)V       8.2    16.4    24.5    32.7    38.6    38.7    40.5
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       6.3     4.7     3.1     1.5     0.4     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     429.5   374.8   283.6   155.9    41.2    39.8     0.0
DC(Max)     V       3.3     6.6     9.9    13.1    15.5    15.5    16.3
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     191.5   167.1   126.5    69.5    18.4    17.7     0.0
DW(Max)     V       1.5     2.9     4.4     5.9     6.9     6.9     7.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1271.5  1133.6   871.0   492.5   132.4   127.7     0.0
            V      46.5    58.6    77.2    89.4    98.5    98.7   101.5
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    52.9    65.0    77.2    89.4    98.5    98.7   101.5
            M    1206.5  1109.0   871.0   492.5   132.4   127.7     0.0
Total     : M+   4049.9  3557.2  2704.6  1500.6   398.9   384.8     0.0
            V      67.8   101.2   141.0   174.3   198.8   199.1   206.7
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    74.2   107.6   141.0   174.3   198.8   199.1   206.7
            M    3984.9  3532.6  2704.6  1500.6   398.9   384.8     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.10   22.20   33.30   44.40   55.50
 
Beam-Self
Precast-top    0.178   0.607   1.074   1.400   1.589   1.655 
Bottom        -0.140  -0.474  -0.831  -1.076  -1.211  -1.262 
 
Prestress
Precast-top   -0.182  -0.444  -0.798  -1.144  -1.483  -1.483 
Bottom         3.975   4.169   4.428   4.677   4.916   4.916 
 
Total
Precast-top   -0.004   0.163   0.276   0.256   0.106   0.172 
Bottom         3.835   3.696   3.597   3.601   3.705   3.654 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.01 %)
             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    2.59   10.60   21.70   32.80   43.90   55.00
 
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   0.021   0.079   0.144   0.189   0.216   0.225 
Precast-top   -0.015   0.191   0.201   0.978   1.775   2.248   2.402   2.561 
Bottom         0.603   3.152   3.143   2.438   1.715   1.281   1.125   0.989 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.10   22.20   33.30   44.40   55.50
 
Beam-Self
Precast-top    0.178   0.607   1.074   1.400   1.589   1.655 
Bottom        -0.140  -0.474  -0.831  -1.076  -1.211  -1.262 
 
Prestress
Precast-top   -0.182  -0.444  -0.798  -1.144  -1.483  -1.483 
Bottom         3.975   4.169   4.428   4.677   4.916   4.916 
 
Total
Precast-top   -0.004   0.163   0.276   0.256   0.106   0.172 
Bottom         3.835   3.696   3.597   3.601   3.705   3.654 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.640   0.640   0.640   0.440   1.580   1.580 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.01 %)
             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    2.59   10.60   21.70   32.80   43.90   55.00
 
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    2.59   10.60   21.70   32.80   43.90   55.00
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   0.055   0.057   0.213   0.377   0.490   0.549   0.553 
Precast-top   -0.008   0.139   0.146   0.656   1.182   1.506   1.628   1.706 
Bottom         0.302   1.471   1.463   0.816   0.151  -0.272  -0.452  -0.518 
 

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
    349.0    7.0   57.4    0.663   3.1   6.00e-3 50.0    354.5     1.481    5.493      0.00
      0.0    0.7   57.0     31.5 0.128      30.2 0.87    12.00     0.121    1.939 
Transfer:   3.00
    336.2    7.0   57.4    3.980  18.5  -0.04e-3 28.9    189.4     0.378    1.360      0.00
    648.3    4.1   55.3    189.0 0.122     165.6 4.94    24.00     0.121    1.993 
Critical:   5.09
    325.4    7.0   57.4    4.486  18.5  -0.08e-3 28.7    173.2     0.345    1.042      0.00
   1135.3    4.7   55.1    189.0 0.119     169.9 5.09    24.00     0.121    1.968 
0.1L    :  11.10
    294.8    7.0   57.4    5.923  18.5  -0.09e-3 28.7    139.2     0.280    0.343      0.00
   2513.0    6.1   54.3    189.0 0.108     169.9 5.16    24.00     0.121    1.095 
0.2L    :  22.20
    240.6    7.0   53.6    7.378  18.5  -0.03e-3 28.9     98.2     0.214    0.282      0.00
   4483.7    6.3   50.5    189.0 0.094     150.7 4.92    24.00     0.121    1.116 
0.3L    :  33.30
    187.6    7.0   55.6    7.378  18.5   0.49e-3 30.7     78.3     0.177    0.282      0.00
   5803.4    6.3   52.4    189.0 0.069     111.7 3.51    24.00     0.121    1.222 
0.4L    :  44.40
    135.9    7.0   57.5    7.378   0.0   0.83e-3 31.9     53.5     0.122    0.282      0.00
   6498.0    6.3   54.4    189.0 0.053      97.5 2.96    24.00     0.121    1.463 
0.5L    :  55.50
     85.4    7.0   57.5    7.378   0.0   0.69e-3 31.4      0.0     0.121    0.282      0.00
   6592.9    6.3   54.4    189.0 0.033     104.3 3.16    24.00     0.121    2.424 
0.6L    :  66.60
    135.9    7.0   57.5    7.378   0.0   0.83e-3 31.9     53.5     0.122    0.282      0.00
   6498.0    6.3   54.4    189.0 0.053      97.5 2.96    24.00     0.121    1.463 
0.7L    :  77.70
    187.6    7.0   55.6    7.378  18.5   0.49e-3 30.7     78.3     0.177    0.282      0.00
   5803.4    6.3   52.4    189.0 0.069     111.7 3.51    24.00     0.121    1.222 
0.8L    :  88.80
    240.6    7.0   53.6    7.378  18.5  -0.03e-3 28.9     98.2     0.214    0.282      0.00
   4483.7    6.3   50.5    189.0 0.094     150.7 4.92    24.00     0.121    1.116 
0.9L    :  99.90
    294.8    7.0   57.4    5.923  18.5  -0.09e-3 28.7    139.2     0.280    0.343      0.00
   2513.0    6.1   54.3    189.0 0.108     169.9 5.16    24.00     0.121    1.095 
Critical: 105.91
    325.4    7.0   57.4    4.486  18.5  -0.08e-3 28.7    173.2     0.345    1.042      0.00
   1135.3    4.7   55.1    189.0 0.119     169.9 5.09    24.00     0.121    1.968 
Transfer: 108.00
    336.2    7.0   57.4    3.980  18.5  -0.04e-3 28.9    189.4     0.378    1.360      0.00
    648.3    4.1   55.3    189.0 0.122     165.6 4.94    24.00     0.121    1.993 
Bearing : 110.50
    349.0    7.0   57.4    0.663   3.1   6.00e-3 50.0    354.5     1.481    5.493      0.00
      0.0    0.7   57.0     31.5 0.128      30.2 0.87    12.00     0.121    1.939 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1446.24
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.89
 
 
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 = 16.00(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
    349.0      6.80     57.39    0.71       57.04    24.00      0.160      1.866      0.464      0.533 
Transfer:      2.50
    336.2      6.75     57.39    4.15       55.32    24.00      0.160      1.851      0.455      0.533 
Critical:      4.59
    325.5      6.57     57.39    4.66       55.06    24.00      0.160      1.790      0.418      0.409*
0.1L    :     10.60
    294.8      6.03     57.39    6.10       54.34    24.00      0.160      1.609      0.309      0.343 
0.2L    :     21.70
    240.6      5.29     53.62    6.26       50.49    24.00      0.160      1.365      0.163      0.282 
0.3L    :     32.80
    187.6      3.97     55.58    6.27       52.45    24.00      0.160      0.925      0.000      0.282 
0.4L    :     43.90
    135.9      2.78     57.54    6.28       54.41    24.00      0.160      0.525      0.000      0.282 
0.5L    :     55.00
     85.4      1.74     57.54    6.28       54.41    24.00      0.160      0.181      0.000      0.282 
0.6L    :     66.10
    135.9      2.78     57.54    6.28       54.41    24.00      0.160      0.525      0.000      0.282 
0.7L    :     77.20
    187.6      3.97     55.58    6.27       52.45    24.00      0.160      0.925      0.000      0.282 
0.8L    :     88.30
    240.6      5.29     53.62    6.26       50.49    24.00      0.160      1.365      0.163      0.282 
0.9L    :     99.40
    294.8      6.03     57.39    6.10       54.34    24.00      0.160      1.609      0.309      0.343 
Critical:    105.41
    325.5      6.57     57.39    4.66       55.06    24.00      0.160      1.790      0.418      0.409*
Transfer:    107.50
    336.2      6.75     57.39    4.15       55.32    24.00      0.160      1.851      0.455      0.533 
Bearing :    110.00
    349.0      6.80     57.39    0.71       57.04    24.00      0.160      1.866      0.464      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.60 ft
Prestress      :       1.688  1.80      3.039  2.20      3.714
Self Wt.       :      -0.644  1.85     -1.191  2.40     -1.546
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          :       1.044            1.848            2.169
 
At 0.2 x L = 21.70 ft
Prestress      :       3.034  1.80      5.462  2.20      6.676
Self Wt.       :      -1.208  1.85     -2.235  2.40     -2.899
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          :       1.826            3.227            3.776
 
At 0.3 x L = 32.80 ft
Prestress      :       4.001  1.80      7.201  2.20      8.802
Self Wt.       :      -1.638  1.85     -3.030  2.40     -3.931
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          :       2.363            4.171            4.870
 
At 0.4 x L = 43.90 ft
Prestress      :       4.557  1.80      8.202  2.20     10.025
Self Wt.       :      -1.898  1.85     -3.512  2.40     -4.556
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          :       2.659            4.691            5.469
 
At 0.5 x L = 55.00 ft
Prestress      :       4.767  1.80      8.580  2.20     10.487
Self Wt.       :      -1.993  1.85     -3.688  2.40     -4.784
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          :       2.773            4.893            5.703
 
At 0.6 x L = 66.10 ft
Prestress      :       4.557  1.80      8.202  2.20     10.025
Self Wt.       :      -1.898  1.85     -3.512  2.40     -4.556
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          :       2.659            4.691            5.469
 
At 0.7 x L = 77.20 ft
Prestress      :       4.001  1.80      7.201  2.20      8.802
Self Wt.       :      -1.638  1.85     -3.030  2.40     -3.931
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          :       2.363            4.171            4.870
 
At 0.8 x L = 88.30 ft
Prestress      :       3.034  1.80      5.462  2.20      6.676
Self Wt.       :      -1.208  1.85     -2.235  2.40     -2.899
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          :       1.826            3.227            3.776
 
At 0.9 x L = 99.40 ft
Prestress      :       1.688  1.80      3.039  2.20      3.714
Self Wt.       :      -0.644  1.85     -1.191  2.40     -1.546
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          :       1.044            1.848            2.169
 

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
   652.4    50.2  4.833  262.7    4.9   4.15   5093.6  0.034T 1.00       -       -     -     -  
H/2     :   2.59
   676.3    50.2  4.861  262.6    4.9   4.17   5122.2  0.034T 1.00       -       -     -     -  
0.1L    :  10.60
  2551.2    51.7  7.192  259.5    7.2   6.10   7559.7  0.022T 1.00       -       -     -     -  
0.2L    :  21.70
  4619.6    53.6  7.378  259.6    7.4   6.26   8058.9  0.022T 1.00    496.6   496.6   16.23    -  
0.3L    :  32.80
  6070.9    55.6  7.378  260.0    7.4   6.27   8383.0  0.022T 1.00    266.5   266.5   31.46    -  
0.4L    :  43.90
  6938.4    57.5  7.378  260.3    7.4   6.28   8707.2  0.021T 1.00    146.4   146.4   59.49    -  
0.5L    :  55.00
  7203.7    57.5  7.378  260.3    7.4   6.28   8707.2  0.021T 1.00     95.9    95.9   90.80    -  
0.6L    :  66.10
  6938.4    57.5  7.378  260.3    7.4   6.28   8707.2  0.021T 1.00    146.4   146.4   59.49    -  
0.7L    :  77.20
  6070.9    55.6  7.378  260.0    7.4   6.27   8383.0  0.022T 1.00    266.5   266.5   31.46    -  
0.8L    :  88.30
  4619.6    53.6  7.378  259.6    7.4   6.26   8058.9  0.022T 1.00    496.6   496.6   16.23    -  
0.9L    :  99.40
  2551.2    51.7  7.192  259.5    7.2   6.10   7559.7  0.022T 1.00       -       -     -     -  
H/2     : 107.41
   676.3    50.2  4.861  262.6    4.9   4.17   5122.2  0.034T 1.00       -       -     -     -  
Transfer: 107.50
   652.4    50.2  4.833  262.7    4.9   4.15   5093.6  0.034T 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 1-17; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.050
        M   2.00 Fb     0.186
 
  2   2 E  50.50 Ft     0.455
        M   6.00 Fb     0.094
 
  3   2 E  48.50 Ft     0.836
        M   4.00 Fb     0.021
 
  4   2 E  46.50 Ft     1.193
        M   2.00 Fb    -0.034
 
  5   2 E  10.00 Ft     1.159
        M  10.00 Fb     0.218
 
  6   2 E   8.00 Ft     1.101
        M   8.00 Fb     0.489
 
  7   2 E   8.00 Ft     1.043
        M   8.00 Fb     0.760
 
  8   2 E   6.00 Ft     0.962
        M   6.00 Fb     1.049
 
  9   2 E   6.00 Ft     0.881
        M   6.00 Fb     1.338
 
 10   2 E   6.00 Ft     0.799
        M   6.00 Fb     1.627
 
 11   2 E   4.00 Ft     0.695
        M   4.00 Fb     1.935
 
 12   2 E   4.00 Ft     0.590
        M   4.00 Fb     2.243
 
 13   2 E   4.00 Ft     0.485
        M   4.00 Fb     2.550
 
 14   2 E   4.00 Ft     0.381
        M   4.00 Fb     2.858
 
 15   2 E   2.00 Ft     0.253
        M   2.00 Fb     3.183
 
 16   2 E   2.00 Ft     0.125
        M   2.00 Fb     3.509
 
 17   2 E   2.00 Ft    -0.003
        M   2.00 Fb     3.835
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 111.00            Release Length, ft: 111.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  34
No. of strands, Draped:   6           No. of strands, Straight:  28
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.68 %               Final losses: 13.92 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.220       3.835     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.004       Trans
      Precast Top w/ reinf. (tension)      -0.610           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  8707.20     7203.72     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   0.225     Midspan
    Pre.Top:   4.500  -0.000     Bearing    3.380   2.561     Midspan
    Pre.Bot:   4.500  -0.000     Bearing    3.380   3.152    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520  -0.000     Bearing
    Pre.Bot:  -0.520  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.706     Midspan
    Pre.Bot:                                                             3.000   1.471    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  55.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.767  1.80      8.580  2.20     10.487
Self Wt.       :      -1.993  1.85     -3.688  2.40     -4.784
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          :       2.773            4.893            5.703
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-D                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   7.50/  3.08 ft
     thick: Top =  6.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  7.000 in                     Interior/Exterior  =   Exterior
            Bot =  7.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  7.000 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     =  20.000 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       0.056      0.00       0.056  110.00
     DC  Line       0.010      0.00       0.010  110.00
     DC  Line       0.064      0.00       0.064  110.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    55.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 111.000 ft
Release length = 111.000 ft
Design  length = 110.000 ft
 
Kern points:
------------
Upper    =   38.18 in
Lower    =   13.01 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.583   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.755   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.814   (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                  =        638.7 in2           1079.8 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           517810 in4#
Ht. of c.g.           =        24.37 in             38.23 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1337.8 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.6832

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     2.59    10.60    21.70    32.80    43.90    55.00
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    644.5    673.3    673.3    673.3    673.3    673.3    673.3    673.3
  Yb      ,  in    24.26    23.74    23.73    23.66    23.56    23.46    23.36    23.36
  MI(Ixx) , in4   215784   219975   219989   221204   223106   225262   227670   227670
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1085.2   1112.4   1112.4   1112.4   1112.4   1112.4   1112.4   1112.4
  Yb      ,  in    38.10    37.46    37.46    37.42    37.36    37.31    37.25    37.25
  MI(Ixx) , in4   521407   539592   539619   542038   545602   549411   553464   553464

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.22 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 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           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  34 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 44.40 ft from member end )
END PATTERN (Ycg = 12.56 in):
     8 @  2.000 in     8 @  4.000 in     6 @  6.000 in     4 @  8.000 in
     2 @ 10.000 in     2 @ 46.500 in     2 @ 48.500 in     2 @ 50.500 in

 
MID PATTERN (Ycg = 4.71 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
     8 @  2.000 in     8 @  4.000 in     6 @  6.000 in     4 @  8.000 in
     2 @ 10.000 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     =    7.38 in2      Initial Pull          =     1446.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.665 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.582 ft
Holddown Force        =  21.242 kips     Beam Shrtng (PL/AE)   =      0.571 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)       
--------------------------------------------------------------------------------------
      3775.855         740 2794.133     18.234 73849.844   771.095     418.878        
 
 
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#5[M16]       60.00        0.62       3.00       0.1250      1.1250     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3750      0.6250     No
      2      US#5[M16]       60.00        0.62       7.50       0.6250      1.2500     No
      2      US#5[M16]       60.00        0.62       9.00       1.2500      3.5000     No
      2      US#5[M16]       60.00        0.62      10.38       3.5000      4.3701     No
      2      US#5[M16]       60.00        0.62      11.75       4.3701      5.3501     No
      2      US#4[M13]       60.00        0.40      11.75       3.8750      5.8330    Yes
      2      US#4[M13]       60.00        0.40      14.00       5.8330     12.8330    Yes
      2      US#4[M13]       60.00        0.40      17.00      12.8330     98.1670    Yes
      2      US#4[M13]       60.00        0.40      14.00      98.1670    105.1670    Yes
      2      US#4[M13]       60.00        0.40      11.75     105.1670    107.1250    Yes
      2      US#5[M16]       60.00        0.62      11.75     105.6499    106.6299     No
      2      US#5[M16]       60.00        0.62      10.38     106.6299    107.5000     No
      2      US#5[M16]       60.00        0.62       9.00     107.5000    109.7500     No
      2      US#5[M16]       60.00        0.62       7.50     109.7500    110.3750     No
      2      US#5[M16]       60.00        0.62       3.00     110.3750    110.6250     No
      2      US#4[M13]       60.00        0.40       9.00     107.1250    110.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00     109.8750    110.8750     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start     End   Side Cover 
                       (in)      (in2)   (ft)    (ft)      (in)    
-------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  26.5000   10.00    
      1 US#4[M13]           2.00 0.200 84.5000 111.0000   10.00    
      1 US#6[M19]           2.00 0.440  0.0000  38.3330       2.00 
      2 US#6[M19]           2.00 0.880 72.6670 111.0000       2.00 
      2 US#8[M25]           2.00 1.580 35.9163  75.0837       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.3780 in2       Ycg =  4.71 in
         P_init    =     1446.2 kips  Ecc = 19.66 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.01 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.989 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.50 ksi    0.00 ksi
    due to Composite Loads                                 -2.48 ksi    0.00 ksi
    due to Live Loads                                      -6.33 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                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.10 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.01 ksi  ( 8.68 %)            10.18 ksi ( 5.19 %)
Total Prestress Losses                                    27.20 ksi (13.87 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.8 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    2.59   10.60   21.70   32.80   43.90   55.00
Self wt.  : M       0.0    89.4    92.7   350.5   637.4   842.3   965.3  1006.3
(Max)       V      36.6    34.9    34.9    29.5    22.2    14.8     7.4     0.0
DL-Prec.  : M       0.0    17.5    18.1    68.5   124.6   164.7   188.7   196.7
DC(Max)     V       7.2     6.8     6.8     5.8     4.3     2.9     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    90.4    93.7   354.3   644.3   851.4   975.7  1017.1
Haunch (Max)V      37.0    35.3    35.2    29.9    22.4    14.9     7.5     0.0
Diaphragm : M       0.0     0.2     0.2     0.8     1.6     2.3     3.1     3.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    39.8    41.2   155.9   283.6   374.8   429.5   447.7
DC(Max)     V      16.3    15.5    15.5    13.1     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    17.7    18.4    69.5   126.5   167.1   191.5   199.6
DW(Max)     V       7.3     6.9     6.9     5.9     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   191.2   198.1   745.5  1343.8  1755.6  2000.3  2067.1
            V      99.9    96.8    96.7    86.6    73.1    59.5    40.6    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    99.9    96.8    96.7    86.7    74.0    62.0    50.4    39.5
            M       0.0   188.7   195.6   723.2  1264.3  1599.0  1742.5  1709.6
Total     : M+      0.0   446.1   462.4  1745.0  3161.7  4158.2  4754.1  4938.5
            V     204.3   196.4   196.1   170.9   136.3   101.6    61.7    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   204.3   196.4   196.1   170.9   137.2   104.1    71.6    39.6
            M       0.0   443.7   459.8  1722.7  3082.1  4001.7  4496.3  4581.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.10   77.20   88.30   99.40  107.41  107.50  110.00
Self wt.  : M     965.3   842.3   637.4   350.5    92.7    89.4     0.0
(Max)       V       7.4    14.8    22.2    29.5    34.9    34.9    36.6
DL-Prec.  : M     188.7   164.7   124.6    68.5    18.1    17.5     0.0
DC(Max)     V       1.4     2.9     4.3     5.8     6.8     6.8     7.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     975.7   851.4   644.3   354.3    93.7    90.4     0.0
Haunch (Max)V       7.5    14.9    22.4    29.9    35.2    35.3    37.0
Diaphragm : M       3.1     2.3     1.6     0.8     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     429.5   374.8   283.6   155.9    41.2    39.8     0.0
DC(Max)     V       3.3     6.6     9.9    13.1    15.5    15.5    16.3
DL-Comp   : M     191.5   167.1   126.5    69.5    18.4    17.7     0.0
DW(Max)     V       1.5     2.9     4.4     5.9     6.9     6.9     7.3
LL + I    : M+   2000.3  1755.6  1343.8   745.5   198.1   191.2     0.0
            V      40.6    59.5    73.1    86.6    96.7    96.8    99.9
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    50.4    62.0    74.0    86.7    96.7    96.8    99.9
            M    1742.5  1599.0  1264.3   723.2   195.6   188.7     0.0
Total     : M+   4754.1  4158.2  3161.7  1745.0   462.4   446.1     0.0
            V      61.7   101.6   136.3   170.9   196.1   196.4   204.3
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    71.6   104.1   137.2   170.9   196.1   196.4   204.3
            M    4496.3  4001.7  3082.1  1722.7   459.8   443.7     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.6             36.6
Deck+Haunch            37.0             37.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            7.2              7.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           81.4             81.4
DL-Comp.(DW)           36.3             36.3
Live                  101.1            101.1
        Truck          65.9             65.9
        Lane           35.2             35.2
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    2.59   10.60   21.70   32.80   43.90   55.00
Self wt.  : M       0.0    89.4    92.7   350.5   637.4   842.3   965.3  1006.3
(Max)       V      36.6    34.9    34.9    29.5    22.2    14.8     7.4     0.0
DL-Prec.  : M       0.0    17.5    18.1    68.5   124.6   164.7   188.7   196.7
DC(Max)     V       7.2     6.8     6.8     5.8     4.3     2.9     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    90.4    93.7   354.3   644.3   851.4   975.7  1017.1
Haunch (Max)V      37.0    35.3    35.2    29.9    22.4    14.9     7.5     0.0
Diaphragm : M       0.0     0.2     0.2     0.8     1.6     2.3     3.1     3.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    39.8    41.2   155.9   283.6   374.8   429.5   447.7
DC(Max)     V      16.3    15.5    15.5    13.1     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    17.7    18.4    69.5   126.5   167.1   191.5   199.6
DW(Max)     V       7.3     6.9     6.9     5.9     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   152.9   158.5   596.4  1075.1  1404.5  1600.2  1653.7
            V      79.9    77.4    77.3    69.3    58.4    47.6    32.4    21.6
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    79.9    77.4    77.4    69.4    59.2    49.6    40.4    31.6
            M       0.0   151.0   156.5   578.5  1011.4  1279.2  1394.0  1367.6
Total     : M+      0.0   407.9   422.8  1595.9  2892.9  3807.1  4354.0  4525.1
            V     184.3   177.0   176.8   153.5   121.6    89.7    53.6    21.7
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   184.3   177.1   176.8   153.6   122.4    91.7    61.5    31.7
            M       0.0   405.9   420.7  1578.1  2829.3  3681.9  4147.8  4239.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.10   77.20   88.30   99.40  107.41  107.50  110.00
Self wt.  : M     965.3   842.3   637.4   350.5    92.7    89.4     0.0
(Max)       V       7.4    14.8    22.2    29.5    34.9    34.9    36.6
DL-Prec.  : M     188.7   164.7   124.6    68.5    18.1    17.5     0.0
DC(Max)     V       1.4     2.9     4.3     5.8     6.8     6.8     7.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     975.7   851.4   644.3   354.3    93.7    90.4     0.0
Haunch (Max)V       7.5    14.9    22.4    29.9    35.2    35.3    37.0
Diaphragm : M       3.1     2.3     1.6     0.8     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     429.5   374.8   283.6   155.9    41.2    39.8     0.0
DC(Max)     V       3.3     6.6     9.9    13.1    15.5    15.5    16.3
DL-Comp   : M     191.5   167.1   126.5    69.5    18.4    17.7     0.0
DW(Max)     V       1.5     2.9     4.4     5.9     6.9     6.9     7.3
LL + I    : M+   1600.2  1404.5  1075.1   596.4   158.5   152.9     0.0
            V      32.4    47.6    58.4    69.3    77.3    77.4    79.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.4    49.6    59.2    69.4    77.4    77.4    79.9
            M    1394.0  1279.2  1011.4   578.5   156.5   151.0     0.0
Total     : M+   4354.0  3807.1  2892.9  1595.9   422.8   407.9     0.0
            V      53.6    89.7   121.6   153.5   176.8   177.0   184.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    61.5    91.7   122.4   153.6   176.8   177.1   184.3
            M    4147.8  3681.9  2829.3  1578.1   420.7   405.9     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59   10.60   21.70   32.80   43.90   55.00
Self wt.  : M       0.0   111.8   115.8   438.1   796.8  1052.9  1206.6  1257.9
(Max)       V      45.7    43.7    43.6    36.9    27.7    18.5     9.2     0.0
Self wt.  : M       0.0    80.5    83.4   315.4   573.7   758.1   868.8   905.7
(Min)       V      32.9    31.4    31.4    26.6    19.9    13.3     6.6     0.0
DL-Prec.  : M       0.0    21.8    22.6    85.7   155.8   205.8   235.9   245.9
DC(Max)     V       8.9     8.5     8.5     7.2     5.4     3.6     1.8     0.0
DL-Prec.  : M       0.0    15.7    16.3    61.7   112.2   148.2   169.8   177.1
DC(Min)     V       6.4     6.1     6.1     5.2     3.9     2.6     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   113.0   117.1   442.8   805.3  1064.2  1219.6  1271.4
Haunch (Max)V      46.2    44.1    44.1    37.3    28.0    18.7     9.3     0.0
Deck +    : M       0.0    81.3    84.3   318.8   579.8   766.2   878.1   915.4
Haunch (Min)V      33.3    31.8    31.7    26.9    20.2    13.4     6.7     0.0
Diaphragm : M       0.0     0.2     0.2     0.9     1.9     2.9     3.9     4.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.2     0.7     1.4     2.1     2.8     3.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    49.7    51.5   194.9   354.5   468.4   536.8   559.6
DC(Max)     V      20.4    19.4    19.4    16.4    12.3     8.2     4.1     0.0
DL-Comp   : M       0.0    35.8    37.1   140.3   255.2   337.3   386.5   402.9
DC(Min)     V      14.7    14.0    14.0    11.8     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    26.6    27.6   104.3   189.7   250.7   287.3   299.5
DW(Max)     V      10.9    10.4    10.4     8.8     6.6     4.4     2.2     0.0
DL-Comp   : M       0.0    11.5    12.0    45.2    82.2   108.6   124.5   129.8
DW(Min)     V       4.7     4.5     4.5     3.8     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   334.5   346.8  1304.7  2351.7  3072.3  3500.5  3617.4
            V     174.9   169.4   169.2   151.6   127.8   104.1    71.0    47.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   174.9   169.4   169.2   151.7   129.6   108.4    88.3    69.1
            M       0.0   330.3   342.3  1265.5  2212.5  2798.3  3049.3  2991.7
Total     : M+      0.0   657.6   681.7  2571.5  4655.7  6117.4  6990.6  7256.5
            V     307.1   295.6   295.2   258.4   207.9   157.5    97.7    47.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   307.1   295.7   295.2   258.5   209.7   161.9   115.0    69.2
            M       0.0   653.4   677.2  2532.3  4516.4  5843.4  6539.5  6630.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.10   77.20   88.30   99.40  107.41  107.50  110.00
Self wt.  : M    1206.6  1052.9   796.8   438.1   115.8   111.8     0.0
(Max)       V       9.2    18.5    27.7    36.9    43.6    43.7    45.7
Self wt.  : M     868.8   758.1   573.7   315.5    83.4    80.5     0.0
(Min)       V       6.6    13.3    19.9    26.6    31.4    31.4    32.9
DL-Prec.  : M     235.9   205.8   155.8    85.7    22.6    21.8     0.0
DC(Max)     V       1.8     3.6     5.4     7.2     8.5     8.5     8.9
DL-Prec.  : M     169.8   148.2   112.2    61.7    16.3    15.7     0.0
DC(Min)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1219.6  1064.2   805.3   442.8   117.1   113.0     0.0
Haunch (Max)V       9.3    18.7    28.0    37.3    44.1    44.1    46.2
Deck +    : M     878.1   766.2   579.8   318.8    84.3    81.3     0.0
Haunch (Min)V       6.7    13.4    20.2    26.9    31.7    31.8    33.3
Diaphragm : M       3.9     2.9     1.9     0.9     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       2.8     2.1     1.4     0.7     0.2     0.2     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     536.8   468.4   354.5   194.9    51.5    49.7     0.0
DC(Max)     V       4.1     8.2    12.3    16.4    19.4    19.4    20.4
DL-Comp   : M     386.5   337.3   255.2   140.3    37.1    35.8     0.0
DC(Min)     V       3.0     5.9     8.9    11.8    14.0    14.0    14.7
DL-Comp   : M     287.3   250.7   189.7   104.3    27.6    26.6     0.0
DW(Max)     V       2.2     4.4     6.6     8.8    10.4    10.4    10.9
DL-Comp   : M     124.5   108.6    82.2    45.2    12.0    11.5     0.0
DW(Min)     V       1.0     1.9     2.9     3.8     4.5     4.5     4.7
LL + I    : M+   3500.5  3072.3  2351.7  1304.7   346.8   334.5     0.0
            V      71.0   104.1   127.8   151.6   169.2   169.4   174.9
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    88.3   108.4   129.6   151.7   169.2   169.4   174.9
            M    3049.3  2798.3  2212.5  1265.5   342.3   330.3     0.0
Total     : M+   6990.6  6117.4  4655.7  2571.5   681.7   657.6     0.0
            V      97.7   157.5   207.9   258.4   295.2   295.6   307.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   115.0   161.9   209.7   258.5   295.2   295.7   307.1
            M    6539.5  5843.4  4516.4  2532.3   677.2   653.4     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               45.7             45.7
Deck+Haunch            46.2             46.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            8.9              8.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          101.8            101.8
DL-Comp.(DW)           54.4             54.4
Live                  176.9            176.9
        Truck         115.3            115.3
        Lane           61.6             61.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, 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    2.59   10.60   21.70   32.80   43.90   55.00
Self wt.  : M       0.0    89.4    92.7   350.5   637.4   842.3   965.3  1006.3
(Max)       V      36.6    34.9    34.9    29.5    22.2    14.8     7.4     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    17.5    18.1    68.5   124.6   164.7   188.7   196.7
DC(Max)     V       7.2     6.8     6.8     5.8     4.3     2.9     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    90.4    93.7   354.3   644.3   851.4   975.7  1017.1
Haunch (Max)V      37.0    35.3    35.2    29.9    22.4    14.9     7.5     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     0.8     1.6     2.3     3.1     3.9
(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    39.8    41.2   155.9   283.6   374.8   429.5   447.7
DC(Max)     V      16.3    15.5    15.5    13.1     9.9     6.6     3.3     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    17.7    18.4    69.5   126.5   167.1   191.5   199.6
DW(Max)     V       7.3     6.9     6.9     5.9     4.4     2.9     1.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   187.2   194.0   722.0  1276.9  1661.8  1864.0  1860.3
            V      98.4    95.6    95.5    86.6    74.8    56.8    45.0    33.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    98.4    95.6    95.5    86.6    74.8    63.0    51.2    39.4
            M       0.0   187.2   194.0   722.0  1276.9  1625.7  1768.7  1705.7
Total     : M+      0.0   442.1   458.3  1721.6  3094.7  4064.4  4617.8  4731.7
            V     202.7   195.2   194.9   170.8   138.0    99.0    66.1    33.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   202.7   195.2   194.9   170.8   138.0   105.1    72.3    39.5
            M       0.0   442.1   458.3  1721.6  3094.7  4028.4  4522.5  4577.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.10   77.20   88.30   99.40  107.41  107.50  110.00
Self wt.  : M     965.3   842.3   637.4   350.5    92.7    89.4     0.0
(Max)       V       7.4    14.8    22.2    29.5    34.9    34.9    36.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     188.7   164.7   124.6    68.5    18.1    17.5     0.0
DC(Max)     V       1.4     2.9     4.3     5.8     6.8     6.8     7.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     975.7   851.4   644.3   354.3    93.7    90.4     0.0
Haunch (Max)V       7.5    14.9    22.4    29.9    35.2    35.3    37.0
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       3.1     2.3     1.6     0.8     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     429.5   374.8   283.6   155.9    41.2    39.8     0.0
DC(Max)     V       3.3     6.6     9.9    13.1    15.5    15.5    16.3
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     191.5   167.1   126.5    69.5    18.4    17.7     0.0
DW(Max)     V       1.5     2.9     4.4     5.9     6.9     6.9     7.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1864.0  1661.8  1276.9   722.0   194.0   187.2     0.0
            V      45.0    56.8    74.8    86.6    95.5    95.6    98.4
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    51.2    63.0    74.8    86.6    95.5    95.6    98.4
            M    1768.7  1625.7  1276.9   722.0   194.0   187.2     0.0
Total     : M+   4617.8  4064.4  3094.7  1721.6   458.3   442.1     0.0
            V      66.1    99.0   138.0   170.8   194.9   195.2   202.7
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    72.3   105.1   138.0   170.8   194.9   195.2   202.7
            M    4522.5  4028.4  3094.7  1721.6   458.3   442.1     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.10   22.20   33.30   44.40   55.50
 
Beam-Self
Precast-top    0.178   0.607   1.074   1.400   1.589   1.655 
Bottom        -0.140  -0.474  -0.831  -1.076  -1.211  -1.262 
 
Prestress
Precast-top   -0.182  -0.444  -0.798  -1.144  -1.483  -1.483 
Bottom         3.975   4.169   4.428   4.677   4.916   4.916 
 
Total
Precast-top   -0.004   0.163   0.276   0.256   0.106   0.172 
Bottom         3.835   3.696   3.597   3.601   3.705   3.654 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.01 %)
             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    2.59   10.60   21.70   32.80   43.90   55.00
 
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   0.022   0.022   0.085   0.153   0.202   0.230   0.240 
Precast-top   -0.015   0.189   0.199   0.971   1.761   2.229   2.380   2.537 
Bottom         0.603   3.154   3.145   2.447   1.731   1.302   1.149   1.015 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.10   22.20   33.30   44.40   55.50
 
Beam-Self
Precast-top    0.178   0.607   1.074   1.400   1.589   1.655 
Bottom        -0.140  -0.474  -0.831  -1.076  -1.211  -1.262 
 
Prestress
Precast-top   -0.182  -0.444  -0.798  -1.144  -1.483  -1.483 
Bottom         3.975   4.169   4.428   4.677   4.916   4.916 
 
Total
Precast-top   -0.004   0.163   0.276   0.256   0.106   0.172 
Bottom         3.835   3.696   3.597   3.601   3.705   3.654 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.640   0.640   0.640   0.440   1.580   1.580 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.01 %)
             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    2.59   10.60   21.70   32.80   43.90   55.00
 
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    2.59   10.60   21.70   32.80   43.90   55.00
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   0.081   0.084   0.313   0.554   0.719   0.805   0.809 
Precast-top   -0.008   0.163   0.171   0.750   1.348   1.721   1.867   1.944 
Bottom         0.302   1.421   1.411   0.625  -0.184  -0.703  -0.931  -0.995 
 

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
    307.1    7.0   57.4    0.666   3.1   6.00e-3 50.0    308.0     1.288    5.493      0.00
      0.0    0.8   57.0     31.5 0.113      30.1 0.87    24.00     0.121    2.201 
Transfer:   3.00
    295.7    7.0   57.4    3.994  18.5  -0.07e-3 28.8    141.1     0.281    1.360      0.00
    653.4    4.6   55.1    189.0 0.107     168.9 5.06    24.00     0.121    2.258 
Critical:   5.07
    286.1    7.0   57.4    4.497  18.5  -0.11e-3 28.6    126.0     0.251    1.042      0.00
   1140.2    5.1   54.8    189.0 0.104     173.3 5.22    24.00     0.121    2.250 
0.1L    :  11.10
    258.5    7.0   57.4    5.940  18.5  -0.11e-3 28.6     97.9     0.198    0.343      0.00
   2532.3    6.7   54.0    189.0 0.095     170.9 5.22    24.00     0.121    1.250 
0.2L    :  22.20
    209.7    7.0   53.6    7.378  18.5  -0.04e-3 28.9     63.9     0.140    0.282      0.00
   4516.4    6.8   50.2    189.0 0.081     150.6 4.95    24.00     0.121    1.278 
0.3L    :  33.30
    161.9    7.0   55.6    7.378  18.5   0.44e-3 30.6     47.6     0.121    0.282      0.00
   5843.4    6.9   52.2    189.0 0.059     113.8 3.60    24.00     0.121    1.429 
0.4L    :  44.40
    115.0    7.0   57.5    7.378   0.0   0.81e-3 31.8     30.0     0.121    0.282      0.00
   6539.5    6.9   54.1    189.0 0.045      97.8 2.98    24.00     0.121    1.728 
0.5L    :  55.50
     69.2    7.0   57.5    7.378   0.0   0.69e-3 31.4      0.0     0.121    0.282      0.00
   6630.9    6.9   54.1    189.0 0.027     103.7 3.16    24.00     0.121    2.974 
0.6L    :  66.60
    115.0    7.0   57.5    7.378   0.0   0.81e-3 31.8     30.0     0.121    0.282      0.00
   6539.5    6.9   54.1    189.0 0.045      97.8 2.98    24.00     0.121    1.728 
0.7L    :  77.70
    161.9    7.0   55.6    7.378  18.5   0.44e-3 30.6     47.6     0.121    0.282      0.00
   5843.4    6.9   52.2    189.0 0.059     113.8 3.60    24.00     0.121    1.429 
0.8L    :  88.80
    209.7    7.0   53.6    7.378  18.5  -0.04e-3 28.9     63.9     0.140    0.282      0.00
   4516.4    6.8   50.2    189.0 0.081     150.6 4.95    24.00     0.121    1.278 
0.9L    :  99.90
    258.5    7.0   57.4    5.940  18.5  -0.11e-3 28.6     97.9     0.198    0.343      0.00
   2532.3    6.7   54.0    189.0 0.095     170.9 5.22    24.00     0.121    1.250 
Critical: 105.93
    286.1    7.0   57.4    4.497  18.5  -0.11e-3 28.6    126.0     0.251    1.042      0.00
   1140.2    5.1   54.8    189.0 0.104     173.3 5.22    24.00     0.121    2.250 
Transfer: 108.00
    295.7    7.0   57.4    3.994  18.5  -0.07e-3 28.8    141.1     0.281    1.360      0.00
    653.4    4.6   55.1    189.0 0.107     168.9 5.06    24.00     0.121    2.258 
Bearing : 110.50
    307.1    7.0   57.4    0.666   3.1   6.00e-3 50.0    308.0     1.288    5.493      0.00
      0.0    0.8   57.0     31.5 0.113      30.1 0.87    24.00     0.121    2.201 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1446.24
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.89
 
 
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 = 16.00(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
    307.1      5.99     57.39    0.78       57.00    24.00      0.160      1.596      0.301      0.533 
Transfer:      2.50
    295.7      5.96     57.39    4.56       55.11    24.00      0.160      1.587      0.296      0.533 
Critical:      4.57
    286.2      5.80     57.39    5.11       54.84    24.00      0.160      1.533      0.264      0.409 
0.1L    :     10.60
    258.5      5.31     57.39    6.69       54.05    24.00      0.160      1.371      0.167      0.343 
0.2L    :     21.70
    209.7      4.64     53.62    6.84       50.20    24.00      0.160      1.147      0.032      0.282 
0.3L    :     32.80
    161.9      3.45     55.58    6.85       52.15    24.00      0.160      0.749      0.000      0.282 
0.4L    :     43.90
    115.0      2.36     57.54    6.86       54.11    24.00      0.160      0.387      0.000      0.282 
0.5L    :     55.00
     69.2      1.42     57.54    6.86       54.11    24.00      0.160      0.074      0.000      0.282 
0.6L    :     66.10
    115.0      2.36     57.54    6.86       54.11    24.00      0.160      0.387      0.000      0.282 
0.7L    :     77.20
    161.9      3.45     55.58    6.85       52.15    24.00      0.160      0.749      0.000      0.282 
0.8L    :     88.30
    209.7      4.64     53.62    6.84       50.20    24.00      0.160      1.147      0.032      0.282 
0.9L    :     99.40
    258.5      5.31     57.39    6.69       54.05    24.00      0.160      1.371      0.167      0.343 
Critical:    105.43
    286.2      5.80     57.39    5.11       54.84    24.00      0.160      1.533      0.264      0.409 
Transfer:    107.50
    295.7      5.96     57.39    4.56       55.11    24.00      0.160      1.587      0.296      0.533 
Bearing :    110.00
    307.1      5.99     57.39    0.78       57.00    24.00      0.160      1.596      0.301      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.60 ft
Prestress      :       1.688  1.80      3.039  2.20      3.714
Self Wt.       :      -0.644  1.85     -1.191  2.40     -1.546
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          :       1.044            1.848            2.169
 
At 0.2 x L = 21.70 ft
Prestress      :       3.034  1.80      5.462  2.20      6.676
Self Wt.       :      -1.208  1.85     -2.235  2.40     -2.899
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          :       1.826            3.227            3.776
 
At 0.3 x L = 32.80 ft
Prestress      :       4.001  1.80      7.201  2.20      8.802
Self Wt.       :      -1.638  1.85     -3.030  2.40     -3.931
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          :       2.363            4.171            4.870
 
At 0.4 x L = 43.90 ft
Prestress      :       4.557  1.80      8.202  2.20     10.025
Self Wt.       :      -1.898  1.85     -3.512  2.40     -4.556
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          :       2.659            4.691            5.469
 
At 0.5 x L = 55.00 ft
Prestress      :       4.767  1.80      8.580  2.20     10.487
Self Wt.       :      -1.993  1.85     -3.688  2.40     -4.784
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          :       2.773            4.893            5.703
 
At 0.6 x L = 66.10 ft
Prestress      :       4.557  1.80      8.202  2.20     10.025
Self Wt.       :      -1.898  1.85     -3.512  2.40     -4.556
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          :       2.659            4.691            5.469
 
At 0.7 x L = 77.20 ft
Prestress      :       4.001  1.80      7.201  2.20      8.802
Self Wt.       :      -1.638  1.85     -3.030  2.40     -3.931
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          :       2.363            4.171            4.870
 
At 0.8 x L = 88.30 ft
Prestress      :       3.034  1.80      5.462  2.20      6.676
Self Wt.       :      -1.208  1.85     -2.235  2.40     -2.899
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          :       1.826            3.227            3.776
 
At 0.9 x L = 99.40 ft
Prestress      :       1.688  1.80      3.039  2.20      3.714
Self Wt.       :      -0.644  1.85     -1.191  2.40     -1.546
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          :       1.044            1.848            2.169
 

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
   657.6    50.2  4.850  261.9    5.4   4.56   5075.8  0.031T 1.00       -       -     -     -  
H/2     :   2.59
   681.7    50.2  4.878  261.9    5.4   4.58   5104.1  0.031T 1.00       -       -     -     -  
0.1L    :  10.60
  2571.5    51.7  7.213  258.5    7.9   6.69   7506.3  0.020T 1.00       -       -     -     -  
0.2L    :  21.70
  4655.7    53.6  7.378  258.6    8.1   6.84   7982.4  0.019T 1.00    516.6   516.6   15.45    -  
0.3L    :  32.80
  6117.4    55.6  7.378  259.0    8.1   6.85   8306.1  0.019T 1.00    297.4   297.4   27.92    -  
0.4L    :  43.90
  6990.6    57.5  7.378  259.4    8.1   6.86   8630.0  0.019T 1.00    183.5   183.5   47.03    -  
0.5L    :  55.00
  7256.5    57.5  7.378  259.4    8.1   6.86   8630.0  0.019T 1.00    135.7   135.7   63.62    -  
0.6L    :  66.10
  6990.6    57.5  7.378  259.4    8.1   6.86   8630.0  0.019T 1.00    183.5   183.5   47.03    -  
0.7L    :  77.20
  6117.4    55.6  7.378  259.0    8.1   6.85   8306.1  0.019T 1.00    297.4   297.4   27.92    -  
0.8L    :  88.30
  4655.7    53.6  7.378  258.6    8.1   6.84   7982.4  0.019T 1.00    516.6   516.6   15.45    -  
0.9L    :  99.40
  2571.5    51.7  7.213  258.5    7.9   6.69   7506.3  0.020T 1.00       -       -     -     -  
H/2     : 107.41
   681.7    50.2  4.878  261.9    5.4   4.58   5104.1  0.031T 1.00       -       -     -     -  
Transfer: 107.50
   657.6    50.2  4.850  261.9    5.4   4.56   5075.8  0.031T 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 1-17; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.050
        M   2.00 Fb     0.186
 
  2   2 E  50.50 Ft     0.455
        M   6.00 Fb     0.094
 
  3   2 E  48.50 Ft     0.836
        M   4.00 Fb     0.021
 
  4   2 E  46.50 Ft     1.193
        M   2.00 Fb    -0.034
 
  5   2 E  10.00 Ft     1.159
        M  10.00 Fb     0.218
 
  6   2 E   8.00 Ft     1.101
        M   8.00 Fb     0.489
 
  7   2 E   8.00 Ft     1.043
        M   8.00 Fb     0.760
 
  8   2 E   6.00 Ft     0.962
        M   6.00 Fb     1.049
 
  9   2 E   6.00 Ft     0.881
        M   6.00 Fb     1.338
 
 10   2 E   6.00 Ft     0.799
        M   6.00 Fb     1.627
 
 11   2 E   4.00 Ft     0.695
        M   4.00 Fb     1.935
 
 12   2 E   4.00 Ft     0.590
        M   4.00 Fb     2.243
 
 13   2 E   4.00 Ft     0.485
        M   4.00 Fb     2.550
 
 14   2 E   4.00 Ft     0.381
        M   4.00 Fb     2.858
 
 15   2 E   2.00 Ft     0.253
        M   2.00 Fb     3.183
 
 16   2 E   2.00 Ft     0.125
        M   2.00 Fb     3.509
 
 17   2 E   2.00 Ft    -0.003
        M   2.00 Fb     3.835
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 111.00            Release Length, ft: 111.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  34
No. of strands, Draped:   6           No. of strands, Straight:  28
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.68 %               Final losses: 13.87 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.220       3.835     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.004       Trans
      Precast Top w/ reinf. (tension)      -0.610           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  8629.96     7256.54     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   0.240     Midspan
    Pre.Top:   4.500  -0.000     Bearing    3.380   2.537     Midspan
    Pre.Bot:   4.500  -0.000     Bearing    3.380   3.154    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520  -0.000     Bearing
    Pre.Bot:  -0.520  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.944     Midspan
    Pre.Bot:                                                             3.000   1.421    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  55.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.767  1.80      8.580  2.20     10.487
Self Wt.       :      -1.993  1.85     -3.688  2.40     -4.784
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          :       2.773            4.893            5.703
 
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

