 
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 85 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 0.35L of the beam length.
                     (9)The beam lifting and supporting points are 1.375' and 8', respectively.
                     (10)The girder concrete strengths at release and at final are 4.5 and 5 ksi, repectively. 
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_3296.tmp\D85-0_35\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       36.167
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       33.001
Number of spans         =            1
Number of lanes         =            2
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       20.000
Bridge c/s,MI(Ixx), in4 =   2826832.75
 
SPAN DATA
---------
Precast length    , ft =     86.000
Bearing-to-bearing, ft =     85.000
Release span      , ft =     86.000
 
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      =      5.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4286.830        3586.620
K1            =      1.000           1.000
f'ci,ksi      =      4.500 
Eci ,ksi      =   4066.840
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.35L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: NO
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.056    0.00       0.056   85.00   Additional Overhang
   1    1    DC Line        0.010    0.00       0.010   85.00   Additional Haunch
   1    1    DC Line        0.064    0.00       0.064   85.00   Sacrificial Wearing Surface
   1    2    DC Line        0.010    0.00       0.010   85.00   Additional Haunch
   1    2    DC Line        0.070    0.00       0.070   85.00   Sacrificial Wearing Surface
   1    3    DC Line        0.010    0.00       0.010   85.00   Additional Haunch
   1    3    DC Line        0.070    0.00       0.070   85.00   Sacrificial Wearing Surface
   1    4    DC Line        0.010    0.00       0.010   85.00   Additional Haunch
   1    4    DC Line        0.070    0.00       0.070   85.00   Sacrificial Wearing Surface
   1    5    DC Line        0.056    0.00       0.056   85.00   Additional Overhang
   1    5    DC Line        0.010    0.00       0.010   85.00   Additional Haunch
   1    5    DC Line        0.064    0.00       0.064   85.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.143   42.500
   1    2        0.285   42.500
   1    3        0.285   42.500
   1    4        0.285   42.500
   1    5        0.143   42.500
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   85.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   85.00   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    0.060     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              4.50 ksi 
  Elasticity          4066.8 ksi 
  Max comp              2.92 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.51 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      5.00 ksi    4.00 ksi 
  Elasticity 4286.83 ksi 3586.62 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.00 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.25 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.42 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    4.50        5.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 20 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 30.10 ft from member end )
 
END PATTERN (Ycg = 16.95 in):
 
  6 @  2.000 in 6 @  4.000 in 2 @  6.000 in 2 @ 46.500 in 
  2 @ 48.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 3.60 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  6 @  2.000 in 6 @  4.000 in 2 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#5[M16]  60.0  0.62    3.00  0.1250  0.6250 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   11.50  3.5000  4.4600 No        
       2 US#5[M16]  60.0  0.62   14.00  4.4600 12.6250 No        
       2 US#4[M13]  60.0  0.40   14.00  3.8750 19.0420 Yes       
       2 US#4[M13]  60.0  0.40   15.00 19.0420 20.3333 Yes       
       2 US#4[M13]  60.0  0.40   17.00 20.3333 65.6667 Yes       
       2 US#4[M13]  60.0  0.40   15.00 65.6667 66.9580 Yes       
       2 US#4[M13]  60.0  0.40   14.00 66.9580 82.1250 Yes       
       2 US#5[M16]  60.0  0.62   14.00 73.3750 81.5400 No        
       2 US#5[M16]  60.0  0.62   11.50 81.5400 82.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 82.5000 84.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 84.7500 85.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 85.3750 85.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 82.1250 85.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 85.3750 85.8750 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  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 82.0000 86.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 29.3330       3.00 
      2 US#5[M16]           2.00 0.620 56.6670 86.0000       3.00 
      2 US#6[M19]           2.00 0.880 26.9163 59.0837       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 20 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 30.10 ft from member end )
 
END PATTERN (Ycg = 16.95 in):
 
  6 @  2.000 in 6 @  4.000 in 2 @  6.000 in 2 @ 46.500 in 
  2 @ 48.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 3.60 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  6 @  2.000 in 6 @  4.000 in 2 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#5[M16]  60.0  0.62    3.00  0.1250  0.6250 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   11.50  3.5000  4.4600 No        
       2 US#5[M16]  60.0  0.62  14.00*  4.4600 12.6250 No        
       2 US#4[M13]  60.0  0.40  14.00*  3.8750 19.0420 Yes       
       2 US#4[M13]  60.0  0.40   15.00 19.0420 20.3333 Yes       
       2 US#4[M13]  60.0  0.40   17.00 20.3333 65.6667 Yes       
       2 US#4[M13]  60.0  0.40   15.00 65.6667 66.9580 Yes       
       2 US#4[M13]  60.0  0.40  14.00* 66.9580 82.1250 Yes       
       2 US#5[M16]  60.0  0.62  14.00* 73.3750 81.5400 No        
       2 US#5[M16]  60.0  0.62   11.50 81.5400 82.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 82.5000 84.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 84.7500 85.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 85.3750 85.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 82.1250 85.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 85.3750 85.8750 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
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  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 82.0000 86.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 29.3330       3.00 
      2 US#5[M16]           2.00 0.620 56.6670 86.0000       3.00 
      2 US#6[M19]           2.00 0.880 26.9163 59.0837       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 20 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 30.10 ft from member end )
 
END PATTERN (Ycg = 16.95 in):
 
  6 @  2.000 in 6 @  4.000 in 2 @  6.000 in 2 @ 46.500 in 
  2 @ 48.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 3.60 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  6 @  2.000 in 6 @  4.000 in 2 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#5[M16]  60.0  0.62    3.00  0.1250  0.6250 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   11.50  3.5000  4.4600 No        
       2 US#5[M16]  60.0  0.62  14.00*  4.4600 12.6250 No        
       2 US#4[M13]  60.0  0.40  14.00*  3.8750 19.0420 Yes       
       2 US#4[M13]  60.0  0.40   15.00 19.0420 20.3333 Yes       
       2 US#4[M13]  60.0  0.40   17.00 20.3333 65.6667 Yes       
       2 US#4[M13]  60.0  0.40   15.00 65.6667 66.9580 Yes       
       2 US#4[M13]  60.0  0.40  14.00* 66.9580 82.1250 Yes       
       2 US#5[M16]  60.0  0.62  14.00* 73.3750 81.5400 No        
       2 US#5[M16]  60.0  0.62   11.50 81.5400 82.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 82.5000 84.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 84.7500 85.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 85.3750 85.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 82.1250 85.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 85.3750 85.8750 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
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  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 82.0000 86.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 29.3330       3.00 
      2 US#5[M16]           2.00 0.620 56.6670 86.0000       3.00 
      2 US#6[M19]           2.00 0.880 26.9163 59.0837       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 20 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 30.10 ft from member end )
 
END PATTERN (Ycg = 16.95 in):
 
  6 @  2.000 in 6 @  4.000 in 2 @  6.000 in 2 @ 46.500 in 
  2 @ 48.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 3.60 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  6 @  2.000 in 6 @  4.000 in 2 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#5[M16]  60.0  0.62    3.00  0.1250  0.6250 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   11.50  3.5000  4.4600 No        
       2 US#5[M16]  60.0  0.62  14.00*  4.4600 12.6250 No        
       2 US#4[M13]  60.0  0.40  14.00*  3.8750 19.0420 Yes       
       2 US#4[M13]  60.0  0.40   15.00 19.0420 20.3333 Yes       
       2 US#4[M13]  60.0  0.40   17.00 20.3333 65.6667 Yes       
       2 US#4[M13]  60.0  0.40   15.00 65.6667 66.9580 Yes       
       2 US#4[M13]  60.0  0.40  14.00* 66.9580 82.1250 Yes       
       2 US#5[M16]  60.0  0.62  14.00* 73.3750 81.5400 No        
       2 US#5[M16]  60.0  0.62   11.50 81.5400 82.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 82.5000 84.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 84.7500 85.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 85.3750 85.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 82.1250 85.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 85.3750 85.8750 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
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  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 82.0000 86.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 29.3330       3.00 
      2 US#5[M16]           2.00 0.620 56.6670 86.0000       3.00 
      2 US#6[M19]           2.00 0.880 26.9163 59.0837       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 20 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 30.10 ft from member end )
 
END PATTERN (Ycg = 16.95 in):
 
  6 @  2.000 in 6 @  4.000 in 2 @  6.000 in 2 @ 46.500 in 
  2 @ 48.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 3.60 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  6 @  2.000 in 6 @  4.000 in 2 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#5[M16]  60.0  0.62    3.00  0.1250  0.6250 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   11.50  3.5000  4.4600 No        
       2 US#5[M16]  60.0  0.62   14.00  4.4600 12.6250 No        
       2 US#4[M13]  60.0  0.40   14.00  3.8750 19.0420 Yes       
       2 US#4[M13]  60.0  0.40   15.00 19.0420 20.3333 Yes       
       2 US#4[M13]  60.0  0.40   17.00 20.3333 65.6667 Yes       
       2 US#4[M13]  60.0  0.40   15.00 65.6667 66.9580 Yes       
       2 US#4[M13]  60.0  0.40   14.00 66.9580 82.1250 Yes       
       2 US#5[M16]  60.0  0.62   14.00 73.3750 81.5400 No        
       2 US#5[M16]  60.0  0.62   11.50 81.5400 82.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 82.5000 84.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 84.7500 85.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 85.3750 85.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 82.1250 85.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 85.3750 85.8750 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  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 82.0000 86.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 29.3330       3.00 
      2 US#5[M16]           2.00 0.620 56.6670 86.0000       3.00 
      2 US#6[M19]           2.00 0.880 26.9163 59.0837       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-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   85.00
     DC  Line       0.010      0.00       0.010   85.00
     DC  Line       0.064      0.00       0.064   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.000 ft
Release length = 86.000 ft
Design  length = 85.000 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)  : 0.613   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.752   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.810   (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           1178.7 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           554873 in4#
Ht. of c.g.           =        24.37 in             39.92 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 = 0.8367

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     8.10    16.70    25.30    33.90    42.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    643.0    664.8    664.8    664.8    664.8    664.8    664.8    664.8
  Yb      ,  in    24.32    24.03    24.03    23.93    23.78    23.63    23.56    23.56
  MI(Ixx) , in4   215226   216892   216911   218136   220647   223888   225781   225781
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1182.8   1203.3   1203.3   1203.3   1203.3   1203.3   1203.3   1203.3
  Yb      ,  in    39.84    39.43    39.42    39.37    39.30    39.22    39.18    39.18
  MI(Ixx) , in4   557063   569054   569102   572101   577357   583312   586551   586551

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  20 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 30.10 ft from member end )
END PATTERN (Ycg = 16.95 in):
     6 @  2.000 in     6 @  4.000 in     2 @  6.000 in     2 @ 46.500 in
     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 3.60 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
     6 @  2.000 in     6 @  4.000 in     2 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    4.34 in2      Initial Pull          =      850.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.007 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.009 ft
Holddown Force        =  31.207 kips     Beam Shrtng (PL/AE)   =      0.325 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)       
--------------------------------------------------------------------------------------
      1722.731         740 1274.821     14.128 57217.000   734.363     225.564        
 
 
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      0.6250     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      11.50       3.5000      4.4600     No
      2      US#5[M16]       60.00        0.62      14.00       4.4600     12.6250     No
      2      US#4[M13]       60.00        0.40      14.00       3.8750     19.0420    Yes
      2      US#4[M13]       60.00        0.40      15.00      19.0420     20.3333    Yes
      2      US#4[M13]       60.00        0.40      17.00      20.3333     65.6667    Yes
      2      US#4[M13]       60.00        0.40      15.00      65.6667     66.9580    Yes
      2      US#4[M13]       60.00        0.40      14.00      66.9580     82.1250    Yes
      2      US#5[M16]       60.00        0.62      14.00      73.3750     81.5400     No
      2      US#5[M16]       60.00        0.62      11.50      81.5400     82.5000     No
      2      US#5[M16]       60.00        0.62       9.00      82.5000     84.7500     No
      2      US#5[M16]       60.00        0.62       7.50      84.7500     85.3750     No
      2      US#5[M16]       60.00        0.62       3.00      85.3750     85.6250     No
      2      US#4[M13]       60.00        0.40       9.00      82.1250     85.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      85.3750     85.8750     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  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 82.0000 86.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 29.3330       3.00 
      2 US#5[M16]           2.00 0.620 56.6670 86.0000       3.00 
      2 US#6[M19]           2.00 0.880 26.9163 59.0837       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.3400 in2       Ycg =  3.60 in
         P_init    =      850.7 kips  Ecc = 20.77 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    13.65 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.948 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.13 ksi    0.00 ksi
    due to Composite Loads                                 -1.87 ksi    0.00 ksi
    due to Live Loads                                      -5.55 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.11 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 13.65 ksi  ( 6.97 %)            12.86 ksi ( 6.56 %)
Total Prestress Losses                                    26.52 ksi (13.53 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    8.10   16.70   25.30   33.90   42.50
Self wt.  : M       0.0    68.6    71.1   207.2   379.4   502.4   576.3   600.9
(Max)       V      28.3    26.6    26.6    22.9    17.2    11.4     5.7     0.0
DL-Prec.  : M       0.0    13.4    13.9    40.5    74.2    98.2   112.7   117.5
DC(Max)     V       5.5     5.2     5.2     4.5     3.4     2.2     1.1     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    69.3    71.9   209.4   383.5   507.8   582.4   607.2
Haunch (Max)V      28.6    26.9    26.8    23.1    17.3    11.6     5.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.6     1.2     1.8     2.4     3.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.5    31.6    92.2   168.8   223.5   256.4   267.3
DC(Max)     V      12.6    11.8    11.8    10.2     7.6     5.1     2.5     0.0
DL-Comp   : M       0.0    13.6    14.1    41.1    75.3    99.7   114.3   119.2
DW(Max)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   173.3   179.6   519.8   940.0  1224.5  1392.6  1433.9
            V      91.1    87.4    87.3    79.2    67.0    54.7    38.1    25.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    91.1    87.4    87.3    79.2    67.7    56.6    46.0    35.8
            M      -0.0   171.1   177.3   506.5   892.5  1130.9  1230.9  1201.3
Total     : M+      0.0   369.0   382.3  1110.8  2022.3  2657.9  3037.0  3149.0
            V     171.8   163.3   163.0   144.5   115.9    87.4    54.5    26.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   171.8   163.3   163.0   144.5   116.7    89.3    62.4    35.9
            M      -0.0   366.8   380.1  1097.5  1974.8  2564.4  2875.3  2916.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.10   59.70   68.30   76.90   82.41   82.50   85.00
Self wt.  : M     576.3   502.4   379.4   207.2    71.1    68.6     0.0
(Max)       V       5.7    11.4    17.2    22.9    26.6    26.6    28.3
DL-Prec.  : M     112.7    98.2    74.2    40.5    13.9    13.4     0.0
DC(Max)     V       1.1     2.2     3.4     4.5     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     582.4   507.8   383.5   209.4    71.9    69.3     0.0
Haunch (Max)V       5.8    11.6    17.3    23.1    26.8    26.9    28.6
Diaphragm : M       2.4     1.8     1.2     0.6     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     256.4   223.5   168.8    92.2    31.6    30.5     0.0
DC(Max)     V       2.5     5.1     7.6    10.2    11.8    11.8    12.6
DL-Comp   : M     114.3    99.7    75.3    41.1    14.1    13.6     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   1392.6  1224.5   940.0   519.8   179.6   173.3     0.0
            V      38.1    54.7    67.0    79.2    87.3    87.4    91.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    46.0    56.6    67.7    79.2    87.3    87.4    91.1
            M    1230.9  1130.9   892.5   506.5   177.3   171.1     0.0
Total     : M+   3037.0  2657.9  2022.3  1110.8   382.3   369.0     0.0
            V      54.5    87.4   115.9   144.5   163.0   163.3   171.8
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    62.4    89.3   116.7   144.5   163.0   163.3   171.8
            M    2875.3  2564.4  1974.8  1097.5   380.1   366.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               28.3             28.3
Deck+Haunch            28.6             28.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.5              5.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           28.0             28.0
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
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    8.10   16.70   25.30   33.90   42.50
Self wt.  : M       0.0    68.6    71.1   207.2   379.4   502.4   576.3   600.9
(Max)       V      28.3    26.6    26.6    22.9    17.2    11.4     5.7     0.0
DL-Prec.  : M       0.0    13.4    13.9    40.5    74.2    98.2   112.7   117.5
DC(Max)     V       5.5     5.2     5.2     4.5     3.4     2.2     1.1     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    69.3    71.9   209.4   383.5   507.8   582.4   607.2
Haunch (Max)V      28.6    26.9    26.8    23.1    17.3    11.6     5.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.6     1.2     1.8     2.4     3.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.5    31.6    92.2   168.8   223.5   256.4   267.3
DC(Max)     V      12.6    11.8    11.8    10.2     7.6     5.1     2.5     0.0
DL-Comp   : M       0.0    13.6    14.1    41.1    75.3    99.7   114.3   119.2
DW(Max)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   138.6   143.7   415.9   752.0   979.6  1114.1  1147.1
            V      72.9    70.0    69.8    63.3    53.6    43.8    30.5    20.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    72.9    70.0    69.8    63.3    54.1    45.3    36.8    28.6
            M      -0.0   136.9   141.8   405.2   714.0   904.7   984.7   961.0
Total     : M+      0.0   334.3   346.4  1006.9  1834.3  2413.0  2758.5  2862.3
            V     153.5   145.9   145.6   128.6   102.5    76.5    46.9    20.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   153.5   145.9   145.6   128.6   103.1    78.0    53.2    28.7
            M      -0.0   332.6   344.6   996.2  1796.3  2338.2  2629.1  2676.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.10   59.70   68.30   76.90   82.41   82.50   85.00
Self wt.  : M     576.3   502.4   379.4   207.2    71.1    68.6     0.0
(Max)       V       5.7    11.4    17.2    22.9    26.6    26.6    28.3
DL-Prec.  : M     112.7    98.2    74.2    40.5    13.9    13.4     0.0
DC(Max)     V       1.1     2.2     3.4     4.5     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     582.4   507.8   383.5   209.4    71.9    69.3     0.0
Haunch (Max)V       5.8    11.6    17.3    23.1    26.8    26.9    28.6
Diaphragm : M       2.4     1.8     1.2     0.6     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     256.4   223.5   168.8    92.2    31.6    30.5     0.0
DC(Max)     V       2.5     5.1     7.6    10.2    11.8    11.8    12.6
DL-Comp   : M     114.3    99.7    75.3    41.1    14.1    13.6     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   1114.1   979.6   752.0   415.9   143.7   138.6     0.0
            V      30.5    43.8    53.6    63.3    69.8    70.0    72.9
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    36.8    45.3    54.1    63.3    69.8    70.0    72.9
            M     984.7   904.7   714.0   405.2   141.8   136.9     0.0
Total     : M+   2758.5  2413.0  1834.3  1006.9   346.4   334.3     0.0
            V      46.9    76.5   102.5   128.6   145.6   145.9   153.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    53.2    78.0   103.1   128.6   145.6   145.9   153.5
            M    2629.1  2338.2  1796.3   996.2   344.6   332.6     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    8.10   16.70   25.30   33.90   42.50
Self wt.  : M       0.0    85.8    88.9   259.0   474.3   628.1   720.3   751.1
(Max)       V      35.3    33.3    33.2    28.6    21.5    14.3     7.2     0.0
Self wt.  : M       0.0    61.7    64.0   186.5   341.5   452.2   518.6   540.8
(Min)       V      25.4    24.0    23.9    20.6    15.4    10.3     5.1     0.0
DL-Prec.  : M       0.0    16.8    17.4    50.6    92.7   122.8   140.8   146.8
DC(Max)     V       6.9     6.5     6.5     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0    12.1    12.5    36.5    66.8    88.4   101.4   105.7
DC(Min)     V       5.0     4.7     4.7     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    86.7    89.8   261.8   479.3   634.7   728.0   759.0
Haunch (Max)V      35.7    33.6    33.5    28.9    21.7    14.5     7.2     0.0
Deck +    : M       0.0    62.4    64.7   188.5   345.1   457.0   524.1   546.5
Haunch (Min)V      25.7    24.2    24.1    20.8    15.6    10.4     5.2     0.0
Diaphragm : M       0.0     0.2     0.2     0.7     1.5     2.3     3.0     3.8
(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     0.5     1.1     1.6     2.2     2.7
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    38.2    39.5   115.2   211.0   279.4   320.5   334.2
DC(Max)     V      15.7    14.8    14.8    12.7     9.5     6.4     3.2     0.0
DL-Comp   : M       0.0    27.5    28.5    83.0   151.9   201.2   230.7   240.6
DC(Min)     V      11.3    10.7    10.6     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    20.4    21.2    61.7   112.9   149.5   171.5   178.8
DW(Max)     V       8.4     7.9     7.9     6.8     5.1     3.4     1.7     0.0
DL-Comp   : M       0.0     8.8     9.2    26.7    48.9    64.8    74.3    77.5
DW(Min)     V       3.6     3.4     3.4     3.0     2.2     1.5     0.7     0.0
LL + I    : M+      0.0   303.3   314.2   909.7  1645.0  2142.8  2437.1  2509.4
            V     159.5   153.0   152.8   138.6   117.2    95.8    66.8    45.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   159.5   153.0   152.8   138.6   118.4    99.1    80.5    62.6
            M      -0.0   299.5   310.2   886.3  1561.8  1979.1  2154.0  2102.3
Total     : M+      0.0   551.3   571.2  1658.7  3016.7  3959.6  4521.2  4683.1
            V     261.7   249.2   248.8   221.3   179.2   137.2    87.5    45.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   261.7   249.2   248.8   221.3   180.5   140.5   101.2    62.7
            M      -0.0   547.5   567.2  1635.4  2933.6  3795.9  4238.1  4276.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.10   59.70   68.30   76.90   82.41   82.50   85.00
Self wt.  : M     720.3   628.1   474.3   259.0    88.9    85.8     0.0
(Max)       V       7.2    14.3    21.5    28.6    33.2    33.3    35.3
Self wt.  : M     518.6   452.2   341.5   186.5    64.0    61.7     0.0
(Min)       V       5.1    10.3    15.4    20.6    23.9    24.0    25.4
DL-Prec.  : M     140.8   122.8    92.7    50.6    17.4    16.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.5     6.5     6.9
DL-Prec.  : M     101.4    88.4    66.8    36.5    12.5    12.1     0.0
DC(Min)     V       1.0     2.0     3.0     4.0     4.7     4.7     5.0
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     728.0   634.7   479.3   261.8    89.8    86.7     0.0
Haunch (Max)V       7.2    14.5    21.7    28.9    33.5    33.6    35.7
Deck +    : M     524.1   457.0   345.1   188.5    64.7    62.4     0.0
Haunch (Min)V       5.2    10.4    15.6    20.8    24.1    24.2    25.7
Diaphragm : M       3.0     2.3     1.5     0.7     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       2.2     1.6     1.1     0.5     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     320.5   279.4   211.0   115.2    39.5    38.2     0.0
DC(Max)     V       3.2     6.4     9.5    12.7    14.8    14.8    15.7
DL-Comp   : M     230.7   201.2   151.9    83.0    28.5    27.5     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.6    10.7    11.3
DL-Comp   : M     171.5   149.5   112.9    61.7    21.2    20.4     0.0
DW(Max)     V       1.7     3.4     5.1     6.8     7.9     7.9     8.4
DL-Comp   : M      74.3    64.8    48.9    26.7     9.2     8.8     0.0
DW(Min)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.6
LL + I    : M+   2437.1  2142.8  1645.0   909.7   314.2   303.3     0.0
            V      66.8    95.8   117.2   138.6   152.8   153.0   159.5
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    80.5    99.1   118.4   138.6   152.8   153.0   159.5
            M    2154.0  1979.1  1561.8   886.3   310.2   299.5     0.0
Total     : M+   4521.2  3959.6  3016.7  1658.7   571.2   551.3     0.0
            V      87.5   137.2   179.2   221.3   248.8   249.2   261.7
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   101.2   140.5   180.5   221.3   248.8   249.2   261.7
            M    4238.1  3795.9  2933.6  1635.4   567.2   547.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               35.3             35.3
Deck+Haunch            35.7             35.7
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.9              6.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           42.1             42.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
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    8.10   16.70   25.30   33.90   42.50
Self wt.  : M       0.0    68.6    71.1   207.2   379.4   502.4   576.3   600.9
(Max)       V      28.3    26.6    26.6    22.9    17.2    11.4     5.7     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    13.4    13.9    40.5    74.2    98.2   112.7   117.5
DC(Max)     V       5.5     5.2     5.2     4.5     3.4     2.2     1.1     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    69.3    71.9   209.4   383.5   507.8   582.4   607.2
Haunch (Max)V      28.6    26.9    26.8    23.1    17.3    11.6     5.8     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     0.6     1.2     1.8     2.4     3.0
(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    30.5    31.6    92.2   168.8   223.5   256.4   267.3
DC(Max)     V      12.6    11.8    11.8    10.2     7.6     5.1     2.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    13.6    14.1    41.1    75.3    99.7   114.3   119.2
DW(Max)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     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   174.1   180.3   515.0   906.9  1175.1  1307.4  1280.3
            V      92.3    88.6    88.5    80.5    68.8    52.9    41.1    29.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    92.3    88.6    88.5    80.5    68.8    57.0    45.3    33.8
            M       0.0   174.1   180.3   515.0   906.9  1139.4  1212.3  1133.4
Total     : M+      0.0   369.7   383.1  1106.0  1989.3  2608.5  2951.8  2995.4
            V     172.9   164.5   164.2   145.8   117.8    85.6    57.5    29.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   172.9   164.5   164.2   145.8   117.8    89.7    61.7    33.8
            M       0.0   369.7   383.1  1106.0  1989.3  2572.9  2856.7  2848.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.10   59.70   68.30   76.90   82.41   82.50   85.00
Self wt.  : M     576.3   502.4   379.4   207.2    71.1    68.6     0.0
(Max)       V       5.7    11.4    17.2    22.9    26.6    26.6    28.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     112.7    98.2    74.2    40.5    13.9    13.4     0.0
DC(Max)     V       1.1     2.2     3.4     4.5     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     582.4   507.8   383.5   209.4    71.9    69.3     0.0
Haunch (Max)V       5.8    11.6    17.3    23.1    26.8    26.9    28.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       2.4     1.8     1.2     0.6     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       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     256.4   223.5   168.8    92.2    31.6    30.5     0.0
DC(Max)     V       2.5     5.1     7.6    10.2    11.8    11.8    12.6
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     114.3    99.7    75.3    41.1    14.1    13.6     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
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+   1307.4  1175.1   906.9   515.0   180.3   174.1     0.0
            V      41.1    52.9    68.8    80.5    88.5    88.6    92.3
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    45.3    57.0    68.8    80.5    88.5    88.6    92.3
            M    1212.3  1139.4   906.9   515.0   180.3   174.1     0.0
Total     : M+   2951.8  2608.5  1989.3  1106.0   383.1   369.7     0.0
            V      57.5    85.6   117.8   145.8   164.2   164.5   172.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    61.7    89.7   117.8   145.8   164.2   164.5   172.9
            M    2856.7  2572.9  1989.3  1106.0   383.1   369.7     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.60   17.20   25.80   34.40   43.00   30.10
 
Beam-Self
Precast-top    0.137   0.366   0.647   0.841   0.955   0.995   0.908 
Bottom        -0.110  -0.291  -0.509  -0.654  -0.739  -0.770  -0.704 
 
Prestress
Precast-top    0.291   0.014  -0.405  -0.812  -1.009  -1.009  -1.009 
Bottom         2.072   2.287   2.605   2.907   3.051   3.051   3.051 
 
Total
Precast-top    0.429   0.380   0.242   0.029  -0.054  -0.014  -0.102 
Bottom         1.962   1.996   2.096   2.253   2.312   2.281   2.346 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.97 %)
             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    8.10   16.70   25.30   33.90   42.50
 
Prestress
Precast-top    0.063   0.254   0.249   0.012  -0.352  -0.706  -0.879  -0.879
Bottom         0.298   1.803   1.807   1.990   2.268   2.530   2.655   2.655
 
Self wt.
Precast-top   -0.000   0.114   0.118   0.343   0.624   0.818   0.932   0.972
Bottom        -0.000  -0.091  -0.095  -0.273  -0.491  -0.636  -0.721  -0.752
 
DL-Prec (DC)
Precast-top   -0.000   0.022   0.023   0.067   0.122   0.160   0.182   0.190
Bottom        -0.000  -0.018  -0.018  -0.053  -0.096  -0.124  -0.141  -0.147
 
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   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.115   0.119   0.346   0.630   0.827   0.942   0.983
Bottom        -0.000  -0.092  -0.096  -0.276  -0.496  -0.643  -0.729  -0.760
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.013   0.037   0.067   0.089   0.101   0.106
Precast-top   -0.000   0.009   0.010   0.028   0.052   0.068   0.078   0.081
Bottom        -0.000  -0.025  -0.026  -0.076  -0.138  -0.180  -0.206  -0.214
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.017   0.030   0.040   0.045   0.047
Precast-top   -0.000   0.004   0.004   0.013   0.023   0.030   0.035   0.036
Bottom        -0.000  -0.011  -0.012  -0.034  -0.061  -0.080  -0.092  -0.096
 
LL+I(+)
Topping-top   -0.000   0.070   0.072   0.209   0.375   0.485   0.550   0.566
Precast-top   -0.000   0.053   0.055   0.159   0.287   0.372   0.422   0.435
Bottom        -0.000  -0.144  -0.149  -0.429  -0.768  -0.988  -1.116  -1.149
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.088   0.091   0.262   0.473   0.614   0.696   0.719 
Precast-top    0.063   0.572   0.579   0.970   1.387   1.571   1.717   1.823 
Bottom         0.298   1.421   1.411   0.849   0.216  -0.125  -0.353  -0.467 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.018   0.054   0.097   0.128   0.146   0.153 
Precast-top    0.063   0.518   0.524   0.810   1.100   1.199   1.295   1.388 
Bottom         0.298   1.565   1.560   1.278   0.984   0.863   0.764   0.682 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.60   17.20   25.80   34.40   43.00   30.10
 
Beam-Self
Precast-top    0.137   0.366   0.647   0.841   0.955   0.995   0.908 
Bottom        -0.110  -0.291  -0.509  -0.654  -0.739  -0.770  -0.704 
 
Prestress
Precast-top    0.291   0.014  -0.405  -0.812  -1.009  -1.009  -1.009 
Bottom         2.072   2.287   2.605   2.907   3.051   3.051   3.051 
 
Total
Precast-top    0.429   0.380   0.242   0.029  -0.054  -0.014  -0.102 
Bottom         1.962   1.996   2.096   2.253   2.312   2.281   2.346 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.97 %)
             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    8.10   16.70   25.30   33.90   42.50
 
Prestress
Precast-top    0.063   0.254   0.249   0.012  -0.352  -0.706  -0.879  -0.879
Bottom         0.298   1.803   1.807   1.990   2.268   2.530   2.655   2.655
 
Self wt.
Precast-top   -0.000   0.114   0.118   0.343   0.624   0.818   0.932   0.972
Bottom        -0.000  -0.091  -0.095  -0.273  -0.491  -0.636  -0.721  -0.752
 
DL-Prec (DC)
Precast-top   -0.000   0.022   0.023   0.067   0.122   0.160   0.182   0.190
Bottom        -0.000  -0.018  -0.018  -0.053  -0.096  -0.124  -0.141  -0.147
 
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   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.115   0.119   0.346   0.630   0.827   0.942   0.983
Bottom        -0.000  -0.092  -0.096  -0.276  -0.496  -0.643  -0.729  -0.760
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.013   0.037   0.067   0.089   0.101   0.106
Precast-top   -0.000   0.009   0.010   0.028   0.052   0.068   0.078   0.081
Bottom        -0.000  -0.025  -0.026  -0.076  -0.138  -0.180  -0.206  -0.214
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.017   0.030   0.040   0.045   0.047
Precast-top   -0.000   0.004   0.004   0.013   0.023   0.030   0.035   0.036
Bottom        -0.000  -0.011  -0.012  -0.034  -0.061  -0.080  -0.092  -0.096
 
LL+I(+)
Topping-top   -0.000   0.056   0.058   0.167   0.300   0.388   0.440   0.453
Precast-top   -0.000   0.043   0.044   0.128   0.230   0.298   0.338   0.348
Bottom        -0.000  -0.115  -0.119  -0.343  -0.614  -0.790  -0.893  -0.920
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.074   0.076   0.220   0.398   0.516   0.586   0.606 
Precast-top    0.063   0.561   0.568   0.938   1.330   1.497   1.633   1.736 
Bottom         0.298   1.450   1.440   0.934   0.370   0.073  -0.130  -0.237 
 

 
 
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    8.10   16.70   25.30   33.90   42.50
F_LL+I(+)
Topping-top   -0.000   0.070   0.073   0.207   0.362   0.466   0.516   0.506
Precast-top   -0.000   0.053   0.055   0.158   0.277   0.357   0.396   0.388
Bottom        -0.000  -0.145  -0.150  -0.425  -0.741  -0.948  -1.048  -1.026
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.079   0.082   0.234   0.411   0.530   0.589   0.582 
Precast-top    0.031   0.313   0.317   0.563   0.827   0.957   1.044   1.082 
Bottom         0.149   0.638   0.630   0.214  -0.249  -0.517  -0.666  -0.685 
 

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
    261.7    7.0   58.8    0.327   4.5   6.00e-3 50.0    260.9     1.061    5.493      0.50
      0.0    0.5   58.6     31.5 0.140      25.3 0.87    12.00     0.099    1.779 
Transfer:   3.00
    249.2    7.0   58.8    1.965  27.2   1.30e-3 33.5    180.6     0.417    1.360      0.00
    547.5    2.7   57.5    189.0 0.124      69.1 2.43    24.00     0.099    1.915 
Critical:   5.28
    237.8    7.0   58.8    2.238  27.2  -0.00e-3 29.0    100.9     0.195    0.874      0.00
    993.3    3.0   57.3    189.0 0.118     136.2 4.80    24.00     0.099    2.000 
0.1L    :   8.60
    221.3    7.0   58.8    2.632  27.2   0.54e-3 30.9    122.5     0.257    0.874      0.00
   1635.4    3.6   57.0    189.0 0.110      96.3 3.41    24.00     0.099    2.140 
0.2L    :  17.20
    180.5    7.0   52.9    4.340  27.2   0.20e-3 29.7     68.5     0.154    0.343      0.00
   2933.6    4.1   50.9    189.0 0.097     105.0 4.17    24.00     0.099    1.421 
0.3L    :  25.80
    140.5    7.0   56.7    4.340  27.2   1.02e-3 32.6     55.3     0.129    0.282      0.00
   3795.9    4.1   54.7    189.0 0.067      73.6 2.72    24.00     0.099    1.420 
0.4L    :  34.40
    101.2    7.0   58.6    4.340   0.0   1.45e-3 34.1     48.1     0.115    0.282      0.00
   4238.1    4.1   56.6    189.0 0.057      64.4 2.30    24.00     0.099    1.622 
0.5L    :  43.00
     62.7    7.0   58.6    4.340   0.0   1.21e-3 33.2      0.0     0.099    0.282      0.00
   4276.0    4.1   56.6    189.0 0.035      70.6 2.52    24.00     0.099    2.763 
0.6L    :  51.60
    101.2    7.0   58.6    4.340   0.0   1.45e-3 34.1     48.1     0.115    0.282      0.00
   4238.1    4.1   56.6    189.0 0.057      64.4 2.30    24.00     0.099    1.622 
0.7L    :  60.20
    140.5    7.0   56.7    4.340  27.2   1.02e-3 32.6     55.3     0.129    0.282      0.00
   3795.9    4.1   54.7    189.0 0.067      73.6 2.72    24.00     0.099    1.420 
0.8L    :  68.80
    180.5    7.0   52.9    4.340  27.2   0.20e-3 29.7     68.5     0.154    0.343      0.00
   2933.6    4.1   50.9    189.0 0.097     105.0 4.17    24.00     0.099    1.421 
0.9L    :  77.40
    221.3    7.0   58.8    2.632  27.2   0.54e-3 30.9    122.5     0.257    0.874      0.00
   1635.4    3.6   57.0    189.0 0.110      96.3 3.41    24.00     0.099    2.140 
Critical:  80.72
    237.8    7.0   58.8    2.238  27.2  -0.00e-3 29.0    100.9     0.195    0.874      0.00
    993.3    3.0   57.3    189.0 0.118     136.2 4.80    24.00     0.099    2.000 
Transfer:  83.00
    249.2    7.0   58.8    1.965  27.2   1.30e-3 33.5    180.6     0.417    1.360      0.00
    547.5    2.7   57.5    189.0 0.124      69.1 2.43    24.00     0.099    1.915 
Bearing :  85.50
    261.7    7.0   58.8    0.327   4.5   6.00e-3 50.0    260.9     1.061    5.493      0.50
      0.0    0.5   58.6     31.5 0.140      25.3 0.87    12.00     0.099    1.779 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  850.73
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.70
 
 
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
    261.7      4.96     58.82    0.45       58.60    24.00      0.160      1.254      0.096      0.533 
Transfer:      2.50
    249.2      4.82     58.82    2.67       57.49    24.00      0.160      1.206      0.067      0.533 
Critical:      4.78
    237.9      4.61     58.82    3.03       57.31    24.00      0.160      1.138      0.027      0.343 
0.1L    :      8.10
    221.3      4.31     58.82    3.55       57.04    24.00      0.160      1.037      0.000      0.343 
0.2L    :     16.70
    180.5      3.94     52.93    4.10       50.88    24.00      0.160      0.914      0.000      0.343 
0.3L    :     25.30
    140.5      2.85     56.74    4.10       54.69    24.00      0.160      0.551      0.000      0.282 
0.4L    :     33.90
    101.2      1.99     58.65    4.11       56.60    24.00      0.160      0.262      0.000      0.282 
0.5L    :     42.50
     62.7      1.23     58.65    4.11       56.60    24.00      0.160      0.011      0.000      0.282 
0.6L    :     51.10
    101.2      1.99     58.65    4.11       56.60    24.00      0.160      0.262      0.000      0.282 
0.7L    :     59.70
    140.5      2.85     56.74    4.10       54.69    24.00      0.160      0.551      0.000      0.282 
0.8L    :     68.30
    180.5      3.94     52.93    4.10       50.88    24.00      0.160      0.914      0.000      0.343 
0.9L    :     76.90
    221.3      4.31     58.82    3.55       57.04    24.00      0.160      1.037      0.000      0.343 
Critical:     80.22
    237.9      4.61     58.82    3.03       57.31    24.00      0.160      1.138      0.027      0.343 
Transfer:     82.50
    249.2      4.82     58.82    2.67       57.49    24.00      0.160      1.206      0.067      0.533 
Bearing :     85.00
    261.7      4.96     58.82    0.45       58.60    24.00      0.160      1.254      0.096      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.10 ft
Prestress      :       0.750  1.80      1.350  2.20      1.650
Self Wt.       :      -0.290  1.85     -0.536  2.40     -0.695
Deck + Haunch  :                       -0.253  2.30     -0.582
DL-Prec. (DC)  :                       -0.049  3.00     -0.147
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.042  3.00     -0.127
DL-Comp. (DW)  :                       -0.019  3.00     -0.057
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 16.70 ft
Prestress      :       1.367  1.80      2.460  2.20      3.007
Self Wt.       :      -0.542  1.85     -1.003  2.40     -1.301
Deck + Haunch  :                       -0.488  2.30     -1.123
DL-Prec. (DC)  :                       -0.094  3.00     -0.283
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.082  3.00     -0.246
DL-Comp. (DW)  :                       -0.037  3.00     -0.110
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 25.30 ft
Prestress      :       1.812  1.80      3.262  2.20      3.987
Self Wt.       :      -0.731  1.85     -1.353  2.40     -1.755
Deck + Haunch  :                       -0.666  2.30     -1.531
DL-Prec. (DC)  :                       -0.129  3.00     -0.386
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.112  3.00     -0.337
DL-Comp. (DW)  :                       -0.050  3.00     -0.150
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 33.90 ft
Prestress      :       2.084  1.80      3.751  2.20      4.584
Self Wt.       :      -0.849  1.85     -1.571  2.40     -2.038
Deck + Haunch  :                       -0.776  2.30     -1.785
DL-Prec. (DC)  :                       -0.150  3.00     -0.450
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.132  3.00     -0.395
DL-Comp. (DW)  :                       -0.059  3.00     -0.176
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 42.50 ft
Prestress      :       2.182  1.80      3.928  2.20      4.801
Self Wt.       :      -0.892  1.85     -1.650  2.40     -2.140
Deck + Haunch  :                       -0.816  2.30     -1.877
DL-Prec. (DC)  :                       -0.158  3.00     -0.473
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.138  3.00     -0.415
DL-Comp. (DW)  :                       -0.062  3.00     -0.185
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 51.10 ft
Prestress      :       2.084  1.80      3.751  2.20      4.584
Self Wt.       :      -0.849  1.85     -1.571  2.40     -2.038
Deck + Haunch  :                       -0.776  2.30     -1.785
DL-Prec. (DC)  :                       -0.150  3.00     -0.450
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.132  3.00     -0.395
DL-Comp. (DW)  :                       -0.059  3.00     -0.176
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 59.70 ft
Prestress      :       1.812  1.80      3.262  2.20      3.987
Self Wt.       :      -0.731  1.85     -1.353  2.40     -1.755
Deck + Haunch  :                       -0.666  2.30     -1.531
DL-Prec. (DC)  :                       -0.129  3.00     -0.386
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.112  3.00     -0.337
DL-Comp. (DW)  :                       -0.050  3.00     -0.150
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 68.30 ft
Prestress      :       1.367  1.80      2.460  2.20      3.007
Self Wt.       :      -0.542  1.85     -1.003  2.40     -1.301
Deck + Haunch  :                       -0.488  2.30     -1.123
DL-Prec. (DC)  :                       -0.094  3.00     -0.283
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.082  3.00     -0.246
DL-Comp. (DW)  :                       -0.037  3.00     -0.110
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 76.90 ft
Prestress      :       0.750  1.80      1.350  2.20      1.650
Self Wt.       :      -0.290  1.85     -0.536  2.40     -0.695
Deck + Haunch  :                       -0.253  2.30     -0.582
DL-Prec. (DC)  :                       -0.049  3.00     -0.147
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.042  3.00     -0.127
DL-Comp. (DW)  :                       -0.019  3.00     -0.057
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
   551.3    46.6  2.807  264.9    3.1   2.67   2806.9  0.055T 1.00       -       -     -     -  
H/2     :   2.59
   571.2    46.7  2.823  264.9    3.2   2.68   2824.8  0.054T 1.00       -       -     -     -  
0.1L    :   8.10
  1658.7    49.1  3.760  263.6    4.2   3.55   3909.4  0.040T 1.00       -       -     -     -  
0.2L    :  16.70
  3016.7    52.9  4.340  263.1    4.8   4.10   4841.8  0.035T 1.00   3616.1  3616.1    1.34    -  
0.3L    :  25.30
  3959.6    56.7  4.340  263.6    4.8   4.10   5213.4  0.034T 1.00   3881.0  3881.0    1.34    -  
0.4L    :  33.90
  4521.2    58.6  4.340  263.8    4.8   4.11   5399.2  0.034T 1.00   3999.4  3999.4    1.35    -  
0.5L    :  42.50
  4683.1    58.6  4.340  263.8    4.8   4.11   5399.2  0.034T 1.00   3968.6  3968.6    1.36    -  
0.6L    :  51.10
  4521.2    58.6  4.340  263.8    4.8   4.11   5399.2  0.034T 1.00   3999.4  3999.4    1.35    -  
0.7L    :  59.70
  3959.6    56.7  4.340  263.6    4.8   4.10   5213.4  0.034T 1.00   3881.0  3881.0    1.34    -  
0.8L    :  68.30
  3016.7    52.9  4.340  263.1    4.8   4.10   4841.8  0.035T 1.00   3616.1  3616.1    1.34    -  
0.9L    :  76.90
  1658.7    49.1  3.760  263.6    4.2   3.55   3909.4  0.040T 1.00       -       -     -     -  
H/2     :  82.41
   571.2    46.7  2.823  264.9    3.2   2.68   2824.8  0.054T 1.00       -       -     -     -  
Transfer:  82.50
   551.3    46.6  2.807  264.9    3.1   2.67   2806.9  0.055T 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 1-10; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.007
        M   2.00 Fb     0.225
 
  2   2 E  50.50 Ft     0.394
        M   6.00 Fb     0.146
 
  3   2 E  48.50 Ft     0.757
        M   4.00 Fb     0.085
 
  4   2 E  46.50 Ft     1.097
        M   2.00 Fb     0.043
 
  5   2 E   6.00 Ft     1.013
        M   6.00 Fb     0.341
 
  6   2 E   4.00 Ft     0.906
        M   4.00 Fb     0.657
 
  7   2 E   4.00 Ft     0.798
        M   4.00 Fb     0.974
 
  8   2 E   4.00 Ft     0.691
        M   4.00 Fb     1.291
 
  9   2 E   2.00 Ft     0.560
        M   2.00 Fb     1.626
 
 10   2 E   2.00 Ft     0.429
        M   2.00 Fb     1.962
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 86.00            Release Length, ft: 86.00
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  20
No. of strands, Draped:   6           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  6.97 %               Final losses: 13.53 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.346     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.054   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5399.22     4683.07     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.719     Midspan    1.800   0.153     Midspan
    Pre.Top:   3.000   1.823     Midspan    2.250   1.388     Midspan
    Pre.Bot:   3.000   1.421    Transfer    2.250   1.565    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.063     Bearing
    Pre.Bot:  -0.420  -0.237     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   1.082     Midspan
    Pre.Bot:                                                             2.000   0.638    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.182  1.80      3.928  2.20      4.801
Self Wt.       :      -0.892  1.85     -1.650  2.40     -2.140
Deck + Haunch  :                       -0.816  2.30     -1.877
DL-Prec. (DC)  :                       -0.158  3.00     -0.473
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.138  3.00     -0.415
DL-Comp. (DW)  :                       -0.062  3.00     -0.185
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   85.00
     DC  Line       0.070      0.00       0.070   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.000 ft
Release length = 86.000 ft
Design  length = 85.000 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)  : 0.657   (Calculated)    
Live Moment (1  lane  loaded)  : 0.469   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.000   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.837   (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           1230.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           572063 in4#
Ht. of c.g.           =        24.37 in             40.70 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 = 0.8367

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     8.10    16.70    25.30    33.90    42.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    643.0    664.8    664.8    664.8    664.8    664.8    664.8    664.8
  Yb      ,  in    24.32    24.03    24.03    23.93    23.78    23.63    23.56    23.56
  MI(Ixx) , in4   215226   216892   216911   218136   220647   223888   225781   225781
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1234.7   1255.2   1255.2   1255.2   1255.2   1255.2   1255.2   1255.2
  Yb      ,  in    40.62    40.21    40.21    40.16    40.09    40.01    39.97    39.97
  MI(Ixx) , in4   574403   587180   587230   590323   595726   601828   605142   605142

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  20 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 30.10 ft from member end )
END PATTERN (Ycg = 16.95 in):
     6 @  2.000 in     6 @  4.000 in     2 @  6.000 in     2 @ 46.500 in
     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 3.60 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
     6 @  2.000 in     6 @  4.000 in     2 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    4.34 in2      Initial Pull          =      850.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.050 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.062 ft
Holddown Force        =  31.207 kips     Beam Shrtng (PL/AE)   =      0.325 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)       
--------------------------------------------------------------------------------------
      1722.731         740 1274.821     14.128 57217.000   734.363     225.564        
 
 
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      0.6250     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      11.50       3.5000      4.4600     No
      2      US#5[M16]       60.00        0.62      14.00*      4.4600     12.6250     No
      2      US#4[M13]       60.00        0.40      14.00*      3.8750     19.0420    Yes
      2      US#4[M13]       60.00        0.40      15.00      19.0420     20.3333    Yes
      2      US#4[M13]       60.00        0.40      17.00      20.3333     65.6667    Yes
      2      US#4[M13]       60.00        0.40      15.00      65.6667     66.9580    Yes
      2      US#4[M13]       60.00        0.40      14.00*     66.9580     82.1250    Yes
      2      US#5[M16]       60.00        0.62      14.00*     73.3750     81.5400     No
      2      US#5[M16]       60.00        0.62      11.50      81.5400     82.5000     No
      2      US#5[M16]       60.00        0.62       9.00      82.5000     84.7500     No
      2      US#5[M16]       60.00        0.62       7.50      84.7500     85.3750     No
      2      US#5[M16]       60.00        0.62       3.00      85.3750     85.6250     No
      2      US#4[M13]       60.00        0.40       9.00      82.1250     85.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      85.3750     85.8750     No
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
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  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 82.0000 86.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 29.3330       3.00 
      2 US#5[M16]           2.00 0.620 56.6670 86.0000       3.00 
      2 US#6[M19]           2.00 0.880 26.9163 59.0837       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.3400 in2       Ycg =  3.60 in
         P_init    =      850.7 kips  Ecc = 20.77 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    13.65 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.948 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.25 ksi    0.00 ksi
    due to Composite Loads                                 -1.85 ksi    0.00 ksi
    due to Live Loads                                      -5.65 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.11 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 13.65 ksi  ( 6.97 %)            12.67 ksi ( 6.46 %)
Total Prestress Losses                                    26.32 ksi (13.43 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.7 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    8.10   16.70   25.30   33.90   42.50
Self wt.  : M       0.0    68.6    71.1   207.2   379.4   502.4   576.3   600.9
(Max)       V      28.3    26.6    26.6    22.9    17.2    11.4     5.7     0.0
DL-Prec.  : M       0.0     8.3     8.6    25.0    45.8    60.7    69.6    72.5
DC(Max)     V       3.4     3.2     3.2     2.8     2.1     1.4     0.7     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    76.0    78.8   229.5   420.3   556.6   638.3   665.6
Haunch (Max)V      31.3    29.5    29.4    25.4    19.0    12.7     6.3     0.0
Diaphragm : M       0.0     0.4     0.4     1.2     2.4     3.6     4.8     6.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.5    31.6    92.2   168.8   223.5   256.4   267.3
DC(Max)     V      12.6    11.8    11.8    10.2     7.6     5.1     2.5     0.0
DL-Comp   : M       0.0    13.6    14.1    41.1    75.3    99.7   114.3   119.2
DW(Max)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   178.0   184.4   533.9   965.4  1257.6  1430.3  1472.7
            V     112.4   107.8   107.7    97.6    82.6    67.5    47.0    32.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.4   107.9   107.7    97.7    83.5    69.8    56.7    44.1
            M      -0.0   175.7   182.1   520.2   916.6  1161.5  1264.2  1233.8
Total     : M+      0.0   375.4   389.0  1130.1  2057.4  2704.1  3090.0  3204.3
            V     193.7   184.4   184.1   163.5   132.0   100.5    63.6    32.1
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   193.7   184.4   184.1   163.5   132.9   102.8    73.3    44.3
            M      -0.0   373.1   386.6  1116.4  2008.6  2608.0  2923.9  2965.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.10   59.70   68.30   76.90   82.41   82.50   85.00
Self wt.  : M     576.3   502.4   379.4   207.2    71.1    68.6     0.0
(Max)       V       5.7    11.4    17.2    22.9    26.6    26.6    28.3
DL-Prec.  : M      69.6    60.7    45.8    25.0     8.6     8.3     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.2     3.2     3.4
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     638.3   556.6   420.3   229.5    78.8    76.0     0.0
Haunch (Max)V       6.3    12.7    19.0    25.4    29.4    29.5    31.3
Diaphragm : M       4.8     3.6     2.4     1.2     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     256.4   223.5   168.8    92.2    31.6    30.5     0.0
DC(Max)     V       2.5     5.1     7.6    10.2    11.8    11.8    12.6
DL-Comp   : M     114.3    99.7    75.3    41.1    14.1    13.6     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   1430.3  1257.6   965.4   533.9   184.4   178.0     0.0
            V      47.0    67.5    82.6    97.6   107.7   107.8   112.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.7    69.8    83.5    97.7   107.7   107.9   112.4
            M    1264.2  1161.5   916.6   520.2   182.1   175.7     0.0
Total     : M+   3090.0  2704.1  2057.4  1130.1   389.0   375.4     0.0
            V      63.6   100.5   132.0   163.5   184.1   184.4   193.7
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    73.3   102.8   132.9   163.5   184.1   184.4   193.7
            M    2923.9  2608.0  2008.6  1116.4   386.6   373.1     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               28.3             28.3
Deck+Haunch            31.3             31.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.4              3.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           28.0             28.0
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
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    8.10   16.70   25.30   33.90   42.50
Self wt.  : M       0.0    68.6    71.1   207.2   379.4   502.4   576.3   600.9
(Max)       V      28.3    26.6    26.6    22.9    17.2    11.4     5.7     0.0
DL-Prec.  : M       0.0     8.3     8.6    25.0    45.8    60.7    69.6    72.5
DC(Max)     V       3.4     3.2     3.2     2.8     2.1     1.4     0.7     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    76.0    78.8   229.5   420.3   556.6   638.3   665.6
Haunch (Max)V      31.3    29.5    29.4    25.4    19.0    12.7     6.3     0.0
Diaphragm : M       0.0     0.4     0.4     1.2     2.4     3.6     4.8     6.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.5    31.6    92.2   168.8   223.5   256.4   267.3
DC(Max)     V      12.6    11.8    11.8    10.2     7.6     5.1     2.5     0.0
DL-Comp   : M       0.0    13.6    14.1    41.1    75.3    99.7   114.3   119.2
DW(Max)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   142.4   147.5   427.1   772.4  1006.1  1144.3  1178.2
            V      89.9    86.3    86.1    78.1    66.1    54.0    37.6    25.6
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    89.9    86.3    86.1    78.1    66.8    55.9    45.4    35.3
            M      -0.0   140.6   145.7   416.2   733.3   929.2  1011.4   987.0
Total     : M+      0.0   339.8   352.1  1023.3  1864.4  2452.6  2803.9  2909.8
            V     171.3   162.8   162.5   144.0   115.5    87.0    54.2    25.7
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   171.3   162.8   162.5   144.0   116.2    88.9    61.9    35.5
            M      -0.0   338.0   350.2  1012.4  1825.3  2375.7  2671.0  2718.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.10   59.70   68.30   76.90   82.41   82.50   85.00
Self wt.  : M     576.3   502.4   379.4   207.2    71.1    68.6     0.0
(Max)       V       5.7    11.4    17.2    22.9    26.6    26.6    28.3
DL-Prec.  : M      69.6    60.7    45.8    25.0     8.6     8.3     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.2     3.2     3.4
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     638.3   556.6   420.3   229.5    78.8    76.0     0.0
Haunch (Max)V       6.3    12.7    19.0    25.4    29.4    29.5    31.3
Diaphragm : M       4.8     3.6     2.4     1.2     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     256.4   223.5   168.8    92.2    31.6    30.5     0.0
DC(Max)     V       2.5     5.1     7.6    10.2    11.8    11.8    12.6
DL-Comp   : M     114.3    99.7    75.3    41.1    14.1    13.6     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   1144.3  1006.1   772.4   427.1   147.5   142.4     0.0
            V      37.6    54.0    66.1    78.1    86.1    86.3    89.9
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    45.4    55.9    66.8    78.1    86.1    86.3    89.9
            M    1011.4   929.2   733.3   416.2   145.7   140.6     0.0
Total     : M+   2803.9  2452.6  1864.4  1023.3   352.1   339.8     0.0
            V      54.2    87.0   115.5   144.0   162.5   162.8   171.3
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    61.9    88.9   116.2   144.0   162.5   162.8   171.3
            M    2671.0  2375.7  1825.3  1012.4   350.2   338.0     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    8.10   16.70   25.30   33.90   42.50
Self wt.  : M       0.0    85.8    88.9   259.0   474.3   628.1   720.3   751.1
(Max)       V      35.3    33.3    33.2    28.6    21.5    14.3     7.2     0.0
Self wt.  : M       0.0    61.7    64.0   186.5   341.5   452.2   518.6   540.8
(Min)       V      25.4    24.0    23.9    20.6    15.4    10.3     5.1     0.0
DL-Prec.  : M       0.0    10.4    10.7    31.3    57.3    75.8    87.0    90.7
DC(Max)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     7.5     7.7    22.5    41.2    54.6    62.6    65.3
DC(Min)     V       3.1     2.9     2.9     2.5     1.9     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    95.0    98.5   286.9   525.4   695.7   797.9   832.0
Haunch (Max)V      39.2    36.8    36.8    31.7    23.8    15.8     7.9     0.0
Deck +    : M       0.0    68.4    70.9   206.6   378.3   500.9   574.5   599.0
Haunch (Min)V      28.2    26.5    26.5    22.8    17.1    11.4     5.7     0.0
Diaphragm : M       0.0     0.4     0.5     1.4     3.0     4.5     6.0     7.6
(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     1.0     2.1     3.2     4.3     5.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    38.2    39.5   115.2   211.0   279.4   320.5   334.2
DC(Max)     V      15.7    14.8    14.8    12.7     9.5     6.4     3.2     0.0
DL-Comp   : M       0.0    27.5    28.5    83.0   151.9   201.2   230.7   240.6
DC(Min)     V      11.3    10.7    10.6     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    20.4    21.2    61.7   112.9   149.5   171.5   178.8
DW(Max)     V       8.4     7.9     7.9     6.8     5.1     3.4     1.7     0.0
DL-Comp   : M       0.0     8.8     9.2    26.7    48.9    64.8    74.3    77.5
DW(Min)     V       3.6     3.4     3.4     3.0     2.2     1.5     0.7     0.0
LL + I    : M+      0.0   311.5   322.7   934.3  1689.5  2200.8  2503.0  2577.3
            V     196.7   188.7   188.4   170.9   144.5   118.1    82.3    55.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   196.7   188.7   188.4   170.9   146.1   122.2    99.2    77.3
            M      -0.0   307.6   318.6   910.3  1604.1  2032.7  2212.3  2159.2
Total     : M+      0.0   561.6   582.0  1689.9  3073.4  4033.8  4606.2  4771.5
            V     299.8   285.8   285.2   254.4   207.2   159.9   103.3    56.1
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   299.8   285.8   285.2   254.4   208.7   164.0   120.2    77.4
            M      -0.0   557.7   577.9  1665.9  2987.9  3865.8  4315.5  4353.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.10   59.70   68.30   76.90   82.41   82.50   85.00
Self wt.  : M     720.3   628.1   474.3   259.0    88.9    85.8     0.0
(Max)       V       7.2    14.3    21.5    28.6    33.2    33.3    35.3
Self wt.  : M     518.6   452.2   341.5   186.5    64.0    61.7     0.0
(Min)       V       5.1    10.3    15.4    20.6    23.9    24.0    25.4
DL-Prec.  : M      87.0    75.8    57.3    31.3    10.7    10.4     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M      62.6    54.6    41.2    22.5     7.7     7.5     0.0
DC(Min)     V       0.6     1.2     1.9     2.5     2.9     2.9     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     797.9   695.7   525.4   286.9    98.5    95.0     0.0
Haunch (Max)V       7.9    15.8    23.8    31.7    36.8    36.8    39.2
Deck +    : M     574.5   500.9   378.3   206.6    70.9    68.4     0.0
Haunch (Min)V       5.7    11.4    17.1    22.8    26.5    26.5    28.2
Diaphragm : M       6.0     4.5     3.0     1.4     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.3     3.2     2.1     1.0     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     320.5   279.4   211.0   115.2    39.5    38.2     0.0
DC(Max)     V       3.2     6.4     9.5    12.7    14.8    14.8    15.7
DL-Comp   : M     230.7   201.2   151.9    83.0    28.5    27.5     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.6    10.7    11.3
DL-Comp   : M     171.5   149.5   112.9    61.7    21.2    20.4     0.0
DW(Max)     V       1.7     3.4     5.1     6.8     7.9     7.9     8.4
DL-Comp   : M      74.3    64.8    48.9    26.7     9.2     8.8     0.0
DW(Min)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.6
LL + I    : M+   2503.0  2200.8  1689.5   934.3   322.7   311.5     0.0
            V      82.3   118.1   144.5   170.9   188.4   188.7   196.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    99.2   122.2   146.1   170.9   188.4   188.7   196.7
            M    2212.3  2032.7  1604.1   910.3   318.6   307.6     0.0
Total     : M+   4606.2  4033.8  3073.4  1689.9   582.0   561.6     0.0
            V     103.3   159.9   207.2   254.4   285.2   285.8   299.8
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   120.2   164.0   208.7   254.4   285.2   285.8   299.8
            M    4315.5  3865.8  2987.9  1665.9   577.9   557.7     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               35.3             35.3
Deck+Haunch            39.2             39.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            4.3              4.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           42.1             42.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
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    8.10   16.70   25.30   33.90   42.50
Self wt.  : M       0.0    68.6    71.1   207.2   379.4   502.4   576.3   600.9
(Max)       V      28.3    26.6    26.6    22.9    17.2    11.4     5.7     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     8.3     8.6    25.0    45.8    60.7    69.6    72.5
DC(Max)     V       3.4     3.2     3.2     2.8     2.1     1.4     0.7     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    76.0    78.8   229.5   420.3   556.6   638.3   665.6
Haunch (Max)V      31.3    29.5    29.4    25.4    19.0    12.7     6.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.4     1.2     2.4     3.6     4.8     6.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    30.5    31.6    92.2   168.8   223.5   256.4   267.3
DC(Max)     V      12.6    11.8    11.8    10.2     7.6     5.1     2.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    13.6    14.1    41.1    75.3    99.7   114.3   119.2
DW(Max)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     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   127.6   132.2   377.6   664.9   861.5   958.6   938.7
            V      95.3    91.5    91.4    83.1    71.0    54.6    42.5    30.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    95.3    91.5    91.4    83.1    71.0    58.9    46.8    34.9
            M       0.0   127.6   132.2   377.6   664.9   835.4   888.8   831.0
Total     : M+      0.0   325.0   336.8   973.8  1756.9  2308.0  2618.2  2670.2
            V     176.6   168.1   167.8   149.0   120.4    87.6    59.1    30.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   176.6   168.1   167.8   149.0   120.4    91.9    63.3    35.0
            M       0.0   325.0   336.8   973.8  1756.9  2281.9  2548.5  2562.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.10   59.70   68.30   76.90   82.41   82.50   85.00
Self wt.  : M     576.3   502.4   379.4   207.2    71.1    68.6     0.0
(Max)       V       5.7    11.4    17.2    22.9    26.6    26.6    28.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      69.6    60.7    45.8    25.0     8.6     8.3     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.2     3.2     3.4
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     638.3   556.6   420.3   229.5    78.8    76.0     0.0
Haunch (Max)V       6.3    12.7    19.0    25.4    29.4    29.5    31.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.8     3.6     2.4     1.2     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     256.4   223.5   168.8    92.2    31.6    30.5     0.0
DC(Max)     V       2.5     5.1     7.6    10.2    11.8    11.8    12.6
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     114.3    99.7    75.3    41.1    14.1    13.6     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
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+    958.6   861.5   664.9   377.6   132.2   127.6     0.0
            V      42.5    54.6    71.0    83.1    91.4    91.5    95.3
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    46.8    58.9    71.0    83.1    91.4    91.5    95.3
            M     888.8   835.4   664.9   377.6   132.2   127.6     0.0
Total     : M+   2618.2  2308.0  1756.9   973.8   336.8   325.0     0.0
            V      59.1    87.6   120.4   149.0   167.8   168.1   176.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    63.3    91.9   120.4   149.0   167.8   168.1   176.6
            M    2548.5  2281.9  1756.9   973.8   336.8   325.0     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.60   17.20   25.80   34.40   43.00   30.10
 
Beam-Self
Precast-top    0.137   0.366   0.647   0.841   0.955   0.995   0.908 
Bottom        -0.110  -0.291  -0.509  -0.654  -0.739  -0.770  -0.704 
 
Prestress
Precast-top    0.291   0.014  -0.405  -0.812  -1.009  -1.009  -1.009 
Bottom         2.072   2.287   2.605   2.907   3.051   3.051   3.051 
 
Total
Precast-top    0.429   0.380   0.242   0.029  -0.054  -0.014  -0.102 
Bottom         1.962   1.996   2.096   2.253   2.312   2.281   2.346 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.97 %)
             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    8.10   16.70   25.30   33.90   42.50
 
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   0.017   0.017   0.050   0.091   0.120   0.137   0.143 
Precast-top    0.063   0.520   0.526   0.815   1.110   1.212   1.310   1.405 
Bottom         0.298   1.563   1.558   1.272   0.974   0.849   0.748   0.665 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.60   17.20   25.80   34.40   43.00   30.10
 
Beam-Self
Precast-top    0.137   0.366   0.647   0.841   0.955   0.995   0.908 
Bottom        -0.110  -0.291  -0.509  -0.654  -0.739  -0.770  -0.704 
 
Prestress
Precast-top    0.291   0.014  -0.405  -0.812  -1.009  -1.009  -1.009 
Bottom         2.072   2.287   2.605   2.907   3.051   3.051   3.051 
 
Total
Precast-top    0.429   0.380   0.242   0.029  -0.054  -0.014  -0.102 
Bottom         1.962   1.996   2.096   2.253   2.312   2.281   2.346 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.97 %)
             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    8.10   16.70   25.30   33.90   42.50
 
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    8.10   16.70   25.30   33.90   42.50
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   0.056   0.058   0.167   0.294   0.380   0.423   0.418 
Precast-top    0.031   0.296   0.300   0.514   0.741   0.846   0.922   0.964 
Bottom         0.149   0.677   0.670   0.328  -0.050  -0.263  -0.386  -0.412 
 

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
    299.8    7.0   58.8    0.327   4.5   6.00e-3 50.0    303.3     1.233    5.493      0.80
      0.0    0.4   58.6     31.5 0.160      25.3 0.87    12.00     0.099    1.553 
Transfer:   3.00
    285.8    7.0   58.8    1.961  27.2   2.62e-3 38.2    244.3     0.667    1.360      0.00
    557.7    2.4   57.6    189.0 0.144      46.1 1.62    12.00     0.099    1.673 
Critical:   5.29
    272.9    7.0   58.8    2.235  27.2   1.08e-3 32.8    200.8     0.451    0.874      0.00
   1013.8    2.8   57.4    189.0 0.137      75.2 2.65    12.00     0.099    1.623 
0.1L    :   8.60
    254.4    7.0   58.8    2.627  27.2   1.07e-3 32.7    180.1     0.405    0.874      0.00
   1665.9    3.2   57.2    189.0 0.128      75.4 2.66    12.00     0.099    1.738 
0.2L    :  17.20
    208.7    7.0   52.9    4.340  27.2   0.51e-3 30.8    117.2     0.274    0.343      0.00
   2987.9    3.7   51.1    189.0 0.115      87.5 3.47    24.00     0.099    1.128 
0.3L    :  25.80
    164.0    7.0   56.7    4.340  27.2   1.31e-3 33.6     89.3     0.216    0.282      0.00
   3865.8    3.7   54.9    189.0 0.081      65.7 2.42    24.00     0.099    1.150 
0.4L    :  34.40
    120.2    7.0   58.6    4.340   0.0   1.71e-3 35.0     74.6     0.184    0.282      0.00
   4315.5    3.7   56.8    189.0 0.067      59.0 2.10    24.00     0.099    1.298 
0.5L    :  43.00
     77.4    7.0   58.6    4.340   0.0   1.43e-3 34.0     21.1     0.099    0.282      0.00
   4353.4    3.7   56.8    189.0 0.043      65.0 2.31    24.00     0.099    2.135 
0.6L    :  51.60
    120.2    7.0   58.6    4.340   0.0   1.71e-3 35.0     74.6     0.184    0.282      0.00
   4315.5    3.7   56.8    189.0 0.067      59.0 2.10    24.00     0.099    1.298 
0.7L    :  60.20
    164.0    7.0   56.7    4.340  27.2   1.31e-3 33.6     89.3     0.216    0.282      0.00
   3865.8    3.7   54.9    189.0 0.081      65.7 2.42    24.00     0.099    1.150 
0.8L    :  68.80
    208.7    7.0   52.9    4.340  27.2   0.51e-3 30.8    117.2     0.274    0.343      0.00
   2987.9    3.7   51.1    189.0 0.115      87.5 3.47    24.00     0.099    1.128 
0.9L    :  77.40
    254.4    7.0   58.8    2.627  27.2   1.07e-3 32.7    180.1     0.405    0.874      0.00
   1665.9    3.2   57.2    189.0 0.128      75.4 2.66    12.00     0.099    1.738 
Critical:  80.71
    272.9    7.0   58.8    2.235  27.2   1.08e-3 32.8    200.8     0.451    0.874      0.00
   1013.8    2.8   57.4    189.0 0.137      75.2 2.65    12.00     0.099    1.623 
Transfer:  83.00
    285.8    7.0   58.8    1.961  27.2   2.62e-3 38.2    244.3     0.667    1.360      0.00
    557.7    2.4   57.6    189.0 0.144      46.1 1.62    12.00     0.099    1.673 
Bearing :  85.50
    299.8    7.0   58.8    0.327   4.5   6.00e-3 50.0    303.3     1.233    5.493      0.80
      0.0    0.4   58.6     31.5 0.160      25.3 0.87    12.00     0.099    1.553 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  850.73
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.70
 
 
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
    299.8      5.68     58.82    0.41       58.62    24.00      0.160      1.494      0.241      0.533 
Transfer:      2.50
    285.8      5.51     58.82    2.43       57.61    24.00      0.160      1.437      0.206      0.533 
Critical:      4.79
    273.0      5.28     58.82    2.76       57.44    24.00      0.160      1.360      0.160      0.343 
0.1L    :      8.10
    254.4      4.94     58.82    3.24       57.20    24.00      0.160      1.247      0.092      0.343 
0.2L    :     16.70
    208.7      4.54     52.93    3.74       51.06    24.00      0.160      1.114      0.012      0.343 
0.3L    :     25.30
    164.0      3.32     56.74    3.75       54.87    24.00      0.160      0.707      0.000      0.282 
0.4L    :     33.90
    120.2      2.35     58.65    3.75       56.78    24.00      0.160      0.384      0.000      0.282 
0.5L    :     42.50
     77.4      1.52     58.65    3.75       56.78    24.00      0.160      0.105      0.000      0.282 
0.6L    :     51.10
    120.2      2.35     58.65    3.75       56.78    24.00      0.160      0.384      0.000      0.282 
0.7L    :     59.70
    164.0      3.32     56.74    3.75       54.87    24.00      0.160      0.707      0.000      0.282 
0.8L    :     68.30
    208.7      4.54     52.93    3.74       51.06    24.00      0.160      1.114      0.012      0.343 
0.9L    :     76.90
    254.4      4.94     58.82    3.24       57.20    24.00      0.160      1.247      0.092      0.343 
Critical:     80.21
    273.0      5.28     58.82    2.76       57.44    24.00      0.160      1.360      0.160      0.343 
Transfer:     82.50
    285.8      5.51     58.82    2.43       57.61    24.00      0.160      1.437      0.206      0.533 
Bearing :     85.00
    299.8      5.68     58.82    0.41       58.62    24.00      0.160      1.494      0.241      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.10 ft
Prestress      :       0.750  1.80      1.350  2.20      1.650
Self Wt.       :      -0.290  1.85     -0.536  2.40     -0.695
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.460            0.814            0.955
 
At 0.2 x L = 16.70 ft
Prestress      :       1.367  1.80      2.460  2.20      3.007
Self Wt.       :      -0.542  1.85     -1.003  2.40     -1.301
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.825            1.458            1.706
 
At 0.3 x L = 25.30 ft
Prestress      :       1.812  1.80      3.262  2.20      3.987
Self Wt.       :      -0.731  1.85     -1.353  2.40     -1.755
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          :       1.081            1.909            2.232
 
At 0.4 x L = 33.90 ft
Prestress      :       2.084  1.80      3.751  2.20      4.584
Self Wt.       :      -0.849  1.85     -1.571  2.40     -2.038
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          :       1.235            2.180            2.546
 
At 0.5 x L = 42.50 ft
Prestress      :       2.182  1.80      3.928  2.20      4.801
Self Wt.       :      -0.892  1.85     -1.650  2.40     -2.140
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          :       1.290            2.278            2.661
 
At 0.6 x L = 51.10 ft
Prestress      :       2.084  1.80      3.751  2.20      4.584
Self Wt.       :      -0.849  1.85     -1.571  2.40     -2.038
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          :       1.235            2.180            2.546
 
At 0.7 x L = 59.70 ft
Prestress      :       1.812  1.80      3.262  2.20      3.987
Self Wt.       :      -0.731  1.85     -1.353  2.40     -1.755
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          :       1.081            1.909            2.232
 
At 0.8 x L = 68.30 ft
Prestress      :       1.367  1.80      2.460  2.20      3.007
Self Wt.       :      -0.542  1.85     -1.003  2.40     -1.301
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.825            1.458            1.706
 
At 0.9 x L = 76.90 ft
Prestress      :       0.750  1.80      1.350  2.20      1.650
Self Wt.       :      -0.290  1.85     -0.536  2.40     -0.695
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.460            0.814            0.955
 

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
   561.6    46.6  2.801  265.4    2.9   2.43   2813.4  0.060T 1.00       -       -     -     -  
H/2     :   2.59
   582.0    46.7  2.817  265.3    2.9   2.44   2831.3  0.060T 1.00       -       -     -     -  
0.1L    :   8.10
  1689.9    49.1  3.753  264.1    3.8   3.24   3923.8  0.044T 1.00       -       -     -     -  
0.2L    :  16.70
  3073.4    52.9  4.340  263.7    4.4   3.74   4869.8  0.038T 1.00    553.2   553.2    8.80    -  
0.3L    :  25.30
  4033.8    56.7  4.340  264.1    4.4   3.75   5241.5  0.038T 1.00    416.3   416.3   12.59    -  
0.4L    :  33.90
  4606.2    58.6  4.340  264.3    4.4   3.75   5427.4  0.038T 1.00    336.4   336.4   16.13    -  
0.5L    :  42.50
  4771.5    58.6  4.340  264.3    4.4   3.75   5427.4  0.038T 1.00    304.0   304.0   17.86    -  
0.6L    :  51.10
  4606.2    58.6  4.340  264.3    4.4   3.75   5427.4  0.038T 1.00    336.4   336.4   16.13    -  
0.7L    :  59.70
  4033.8    56.7  4.340  264.1    4.4   3.75   5241.5  0.038T 1.00    416.3   416.3   12.59    -  
0.8L    :  68.30
  3073.4    52.9  4.340  263.7    4.4   3.74   4869.8  0.038T 1.00    553.2   553.2    8.80    -  
0.9L    :  76.90
  1689.9    49.1  3.753  264.1    3.8   3.24   3923.8  0.044T 1.00       -       -     -     -  
H/2     :  82.41
   582.0    46.7  2.817  265.3    2.9   2.44   2831.3  0.060T 1.00       -       -     -     -  
Transfer:  82.50
   561.6    46.6  2.801  265.4    2.9   2.43   2813.4  0.060T 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 1-10; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.007
        M   2.00 Fb     0.225
 
  2   2 E  50.50 Ft     0.394
        M   6.00 Fb     0.146
 
  3   2 E  48.50 Ft     0.757
        M   4.00 Fb     0.085
 
  4   2 E  46.50 Ft     1.097
        M   2.00 Fb     0.043
 
  5   2 E   6.00 Ft     1.013
        M   6.00 Fb     0.341
 
  6   2 E   4.00 Ft     0.906
        M   4.00 Fb     0.657
 
  7   2 E   4.00 Ft     0.798
        M   4.00 Fb     0.974
 
  8   2 E   4.00 Ft     0.691
        M   4.00 Fb     1.291
 
  9   2 E   2.00 Ft     0.560
        M   2.00 Fb     1.626
 
 10   2 E   2.00 Ft     0.429
        M   2.00 Fb     1.962
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 86.00            Release Length, ft: 86.00
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  20
No. of strands, Draped:   6           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  6.97 %               Final losses: 13.43 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.346     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.054   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5427.41     4771.54     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   0.143     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.405     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.563    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.964     Midspan
    Pre.Bot:                                                             2.000   0.677    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.182  1.80      3.928  2.20      4.801
Self Wt.       :      -0.892  1.85     -1.650  2.40     -2.140
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          :       1.290            2.278            2.661
 
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   85.00
     DC  Line       0.070      0.00       0.070   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.000 ft
Release length = 86.000 ft
Design  length = 85.000 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)  : 0.657   (Calculated)    
Live Moment (1  lane  loaded)  : 0.469   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.000   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.837   (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           1230.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           572063 in4#
Ht. of c.g.           =        24.37 in             40.70 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 = 0.8367

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     8.10    16.70    25.30    33.90    42.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    643.0    664.8    664.8    664.8    664.8    664.8    664.8    664.8
  Yb      ,  in    24.32    24.03    24.03    23.93    23.78    23.63    23.56    23.56
  MI(Ixx) , in4   215226   216892   216911   218136   220647   223888   225781   225781
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1234.7   1255.2   1255.2   1255.2   1255.2   1255.2   1255.2   1255.2
  Yb      ,  in    40.62    40.21    40.21    40.16    40.09    40.01    39.97    39.97
  MI(Ixx) , in4   574403   587180   587230   590323   595726   601828   605142   605142

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  20 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 30.10 ft from member end )
END PATTERN (Ycg = 16.95 in):
     6 @  2.000 in     6 @  4.000 in     2 @  6.000 in     2 @ 46.500 in
     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 3.60 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
     6 @  2.000 in     6 @  4.000 in     2 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    4.34 in2      Initial Pull          =      850.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.050 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.062 ft
Holddown Force        =  31.207 kips     Beam Shrtng (PL/AE)   =      0.325 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)       
--------------------------------------------------------------------------------------
      1722.731         740 1274.821     14.128 57217.000   734.363     225.564        
 
 
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      0.6250     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      11.50       3.5000      4.4600     No
      2      US#5[M16]       60.00        0.62      14.00*      4.4600     12.6250     No
      2      US#4[M13]       60.00        0.40      14.00*      3.8750     19.0420    Yes
      2      US#4[M13]       60.00        0.40      15.00      19.0420     20.3333    Yes
      2      US#4[M13]       60.00        0.40      17.00      20.3333     65.6667    Yes
      2      US#4[M13]       60.00        0.40      15.00      65.6667     66.9580    Yes
      2      US#4[M13]       60.00        0.40      14.00*     66.9580     82.1250    Yes
      2      US#5[M16]       60.00        0.62      14.00*     73.3750     81.5400     No
      2      US#5[M16]       60.00        0.62      11.50      81.5400     82.5000     No
      2      US#5[M16]       60.00        0.62       9.00      82.5000     84.7500     No
      2      US#5[M16]       60.00        0.62       7.50      84.7500     85.3750     No
      2      US#5[M16]       60.00        0.62       3.00      85.3750     85.6250     No
      2      US#4[M13]       60.00        0.40       9.00      82.1250     85.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      85.3750     85.8750     No
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
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  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 82.0000 86.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 29.3330       3.00 
      2 US#5[M16]           2.00 0.620 56.6670 86.0000       3.00 
      2 US#6[M19]           2.00 0.880 26.9163 59.0837       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.3400 in2       Ycg =  3.60 in
         P_init    =      850.7 kips  Ecc = 20.77 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    13.65 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.948 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.25 ksi    0.00 ksi
    due to Composite Loads                                 -1.85 ksi    0.00 ksi
    due to Live Loads                                      -5.65 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.11 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 13.65 ksi  ( 6.97 %)            12.67 ksi ( 6.46 %)
Total Prestress Losses                                    26.32 ksi (13.43 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.7 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    8.10   16.70   25.30   33.90   42.50
Self wt.  : M       0.0    68.6    71.1   207.2   379.4   502.4   576.3   600.9
(Max)       V      28.3    26.6    26.6    22.9    17.2    11.4     5.7     0.0
DL-Prec.  : M       0.0     8.3     8.6    25.0    45.8    60.7    69.6    72.5
DC(Max)     V       3.4     3.2     3.2     2.8     2.1     1.4     0.7     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    76.0    78.8   229.5   420.3   556.6   638.3   665.6
Haunch (Max)V      31.3    29.5    29.4    25.4    19.0    12.7     6.3     0.0
Diaphragm : M       0.0     0.4     0.4     1.2     2.4     3.6     4.8     6.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.5    31.6    92.2   168.8   223.5   256.4   267.3
DC(Max)     V      12.6    11.8    11.8    10.2     7.6     5.1     2.5     0.0
DL-Comp   : M       0.0    13.6    14.1    41.1    75.3    99.7   114.3   119.2
DW(Max)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   178.0   184.4   533.9   965.4  1257.6  1430.3  1472.7
            V     112.4   107.8   107.7    97.6    82.6    67.5    47.0    32.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.4   107.9   107.7    97.7    83.5    69.8    56.7    44.1
            M      -0.0   175.7   182.1   520.2   916.6  1161.5  1264.2  1233.8
Total     : M+      0.0   375.4   389.0  1130.1  2057.4  2704.1  3090.0  3204.3
            V     193.7   184.4   184.1   163.5   132.0   100.5    63.6    32.1
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   193.7   184.4   184.1   163.5   132.9   102.8    73.3    44.3
            M      -0.0   373.1   386.6  1116.4  2008.6  2608.0  2923.9  2965.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.10   59.70   68.30   76.90   82.41   82.50   85.00
Self wt.  : M     576.3   502.4   379.4   207.2    71.1    68.6     0.0
(Max)       V       5.7    11.4    17.2    22.9    26.6    26.6    28.3
DL-Prec.  : M      69.6    60.7    45.8    25.0     8.6     8.3     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.2     3.2     3.4
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     638.3   556.6   420.3   229.5    78.8    76.0     0.0
Haunch (Max)V       6.3    12.7    19.0    25.4    29.4    29.5    31.3
Diaphragm : M       4.8     3.6     2.4     1.2     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     256.4   223.5   168.8    92.2    31.6    30.5     0.0
DC(Max)     V       2.5     5.1     7.6    10.2    11.8    11.8    12.6
DL-Comp   : M     114.3    99.7    75.3    41.1    14.1    13.6     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   1430.3  1257.6   965.4   533.9   184.4   178.0     0.0
            V      47.0    67.5    82.6    97.6   107.7   107.8   112.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.7    69.8    83.5    97.7   107.7   107.9   112.4
            M    1264.2  1161.5   916.6   520.2   182.1   175.7     0.0
Total     : M+   3090.0  2704.1  2057.4  1130.1   389.0   375.4     0.0
            V      63.6   100.5   132.0   163.5   184.1   184.4   193.7
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    73.3   102.8   132.9   163.5   184.1   184.4   193.7
            M    2923.9  2608.0  2008.6  1116.4   386.6   373.1     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               28.3             28.3
Deck+Haunch            31.3             31.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.4              3.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           28.0             28.0
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
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    8.10   16.70   25.30   33.90   42.50
Self wt.  : M       0.0    68.6    71.1   207.2   379.4   502.4   576.3   600.9
(Max)       V      28.3    26.6    26.6    22.9    17.2    11.4     5.7     0.0
DL-Prec.  : M       0.0     8.3     8.6    25.0    45.8    60.7    69.6    72.5
DC(Max)     V       3.4     3.2     3.2     2.8     2.1     1.4     0.7     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    76.0    78.8   229.5   420.3   556.6   638.3   665.6
Haunch (Max)V      31.3    29.5    29.4    25.4    19.0    12.7     6.3     0.0
Diaphragm : M       0.0     0.4     0.4     1.2     2.4     3.6     4.8     6.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.5    31.6    92.2   168.8   223.5   256.4   267.3
DC(Max)     V      12.6    11.8    11.8    10.2     7.6     5.1     2.5     0.0
DL-Comp   : M       0.0    13.6    14.1    41.1    75.3    99.7   114.3   119.2
DW(Max)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   142.4   147.5   427.1   772.4  1006.1  1144.3  1178.2
            V      89.9    86.3    86.1    78.1    66.1    54.0    37.6    25.6
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    89.9    86.3    86.1    78.1    66.8    55.9    45.4    35.3
            M      -0.0   140.6   145.7   416.2   733.3   929.2  1011.4   987.0
Total     : M+      0.0   339.8   352.1  1023.3  1864.4  2452.6  2803.9  2909.8
            V     171.3   162.8   162.5   144.0   115.5    87.0    54.2    25.7
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   171.3   162.8   162.5   144.0   116.2    88.9    61.9    35.5
            M      -0.0   338.0   350.2  1012.4  1825.3  2375.7  2671.0  2718.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.10   59.70   68.30   76.90   82.41   82.50   85.00
Self wt.  : M     576.3   502.4   379.4   207.2    71.1    68.6     0.0
(Max)       V       5.7    11.4    17.2    22.9    26.6    26.6    28.3
DL-Prec.  : M      69.6    60.7    45.8    25.0     8.6     8.3     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.2     3.2     3.4
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     638.3   556.6   420.3   229.5    78.8    76.0     0.0
Haunch (Max)V       6.3    12.7    19.0    25.4    29.4    29.5    31.3
Diaphragm : M       4.8     3.6     2.4     1.2     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     256.4   223.5   168.8    92.2    31.6    30.5     0.0
DC(Max)     V       2.5     5.1     7.6    10.2    11.8    11.8    12.6
DL-Comp   : M     114.3    99.7    75.3    41.1    14.1    13.6     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   1144.3  1006.1   772.4   427.1   147.5   142.4     0.0
            V      37.6    54.0    66.1    78.1    86.1    86.3    89.9
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    45.4    55.9    66.8    78.1    86.1    86.3    89.9
            M    1011.4   929.2   733.3   416.2   145.7   140.6     0.0
Total     : M+   2803.9  2452.6  1864.4  1023.3   352.1   339.8     0.0
            V      54.2    87.0   115.5   144.0   162.5   162.8   171.3
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    61.9    88.9   116.2   144.0   162.5   162.8   171.3
            M    2671.0  2375.7  1825.3  1012.4   350.2   338.0     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    8.10   16.70   25.30   33.90   42.50
Self wt.  : M       0.0    85.8    88.9   259.0   474.3   628.1   720.3   751.1
(Max)       V      35.3    33.3    33.2    28.6    21.5    14.3     7.2     0.0
Self wt.  : M       0.0    61.7    64.0   186.5   341.5   452.2   518.6   540.8
(Min)       V      25.4    24.0    23.9    20.6    15.4    10.3     5.1     0.0
DL-Prec.  : M       0.0    10.4    10.7    31.3    57.3    75.8    87.0    90.7
DC(Max)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     7.5     7.7    22.5    41.2    54.6    62.6    65.3
DC(Min)     V       3.1     2.9     2.9     2.5     1.9     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    95.0    98.5   286.9   525.4   695.7   797.9   832.0
Haunch (Max)V      39.2    36.8    36.8    31.7    23.8    15.8     7.9     0.0
Deck +    : M       0.0    68.4    70.9   206.6   378.3   500.9   574.5   599.0
Haunch (Min)V      28.2    26.5    26.5    22.8    17.1    11.4     5.7     0.0
Diaphragm : M       0.0     0.4     0.5     1.4     3.0     4.5     6.0     7.6
(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     1.0     2.1     3.2     4.3     5.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    38.2    39.5   115.2   211.0   279.4   320.5   334.2
DC(Max)     V      15.7    14.8    14.8    12.7     9.5     6.4     3.2     0.0
DL-Comp   : M       0.0    27.5    28.5    83.0   151.9   201.2   230.7   240.6
DC(Min)     V      11.3    10.7    10.6     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    20.4    21.2    61.7   112.9   149.5   171.5   178.8
DW(Max)     V       8.4     7.9     7.9     6.8     5.1     3.4     1.7     0.0
DL-Comp   : M       0.0     8.8     9.2    26.7    48.9    64.8    74.3    77.5
DW(Min)     V       3.6     3.4     3.4     3.0     2.2     1.5     0.7     0.0
LL + I    : M+      0.0   311.5   322.7   934.3  1689.5  2200.8  2503.0  2577.3
            V     196.7   188.7   188.4   170.9   144.5   118.1    82.3    55.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   196.7   188.7   188.4   170.9   146.1   122.2    99.2    77.3
            M      -0.0   307.6   318.6   910.3  1604.1  2032.7  2212.3  2159.2
Total     : M+      0.0   561.6   582.0  1689.9  3073.4  4033.8  4606.2  4771.5
            V     299.8   285.8   285.2   254.4   207.2   159.9   103.3    56.1
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   299.8   285.8   285.2   254.4   208.7   164.0   120.2    77.4
            M      -0.0   557.7   577.9  1665.9  2987.9  3865.8  4315.5  4353.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.10   59.70   68.30   76.90   82.41   82.50   85.00
Self wt.  : M     720.3   628.1   474.3   259.0    88.9    85.8     0.0
(Max)       V       7.2    14.3    21.5    28.6    33.2    33.3    35.3
Self wt.  : M     518.6   452.2   341.5   186.5    64.0    61.7     0.0
(Min)       V       5.1    10.3    15.4    20.6    23.9    24.0    25.4
DL-Prec.  : M      87.0    75.8    57.3    31.3    10.7    10.4     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M      62.6    54.6    41.2    22.5     7.7     7.5     0.0
DC(Min)     V       0.6     1.2     1.9     2.5     2.9     2.9     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     797.9   695.7   525.4   286.9    98.5    95.0     0.0
Haunch (Max)V       7.9    15.8    23.8    31.7    36.8    36.8    39.2
Deck +    : M     574.5   500.9   378.3   206.6    70.9    68.4     0.0
Haunch (Min)V       5.7    11.4    17.1    22.8    26.5    26.5    28.2
Diaphragm : M       6.0     4.5     3.0     1.4     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.3     3.2     2.1     1.0     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     320.5   279.4   211.0   115.2    39.5    38.2     0.0
DC(Max)     V       3.2     6.4     9.5    12.7    14.8    14.8    15.7
DL-Comp   : M     230.7   201.2   151.9    83.0    28.5    27.5     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.6    10.7    11.3
DL-Comp   : M     171.5   149.5   112.9    61.7    21.2    20.4     0.0
DW(Max)     V       1.7     3.4     5.1     6.8     7.9     7.9     8.4
DL-Comp   : M      74.3    64.8    48.9    26.7     9.2     8.8     0.0
DW(Min)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.6
LL + I    : M+   2503.0  2200.8  1689.5   934.3   322.7   311.5     0.0
            V      82.3   118.1   144.5   170.9   188.4   188.7   196.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    99.2   122.2   146.1   170.9   188.4   188.7   196.7
            M    2212.3  2032.7  1604.1   910.3   318.6   307.6     0.0
Total     : M+   4606.2  4033.8  3073.4  1689.9   582.0   561.6     0.0
            V     103.3   159.9   207.2   254.4   285.2   285.8   299.8
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   120.2   164.0   208.7   254.4   285.2   285.8   299.8
            M    4315.5  3865.8  2987.9  1665.9   577.9   557.7     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               35.3             35.3
Deck+Haunch            39.2             39.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            4.3              4.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           42.1             42.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
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    8.10   16.70   25.30   33.90   42.50
Self wt.  : M       0.0    68.6    71.1   207.2   379.4   502.4   576.3   600.9
(Max)       V      28.3    26.6    26.6    22.9    17.2    11.4     5.7     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     8.3     8.6    25.0    45.8    60.7    69.6    72.5
DC(Max)     V       3.4     3.2     3.2     2.8     2.1     1.4     0.7     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    76.0    78.8   229.5   420.3   556.6   638.3   665.6
Haunch (Max)V      31.3    29.5    29.4    25.4    19.0    12.7     6.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.4     1.2     2.4     3.6     4.8     6.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    30.5    31.6    92.2   168.8   223.5   256.4   267.3
DC(Max)     V      12.6    11.8    11.8    10.2     7.6     5.1     2.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    13.6    14.1    41.1    75.3    99.7   114.3   119.2
DW(Max)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     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   127.6   132.2   377.6   664.9   861.5   958.6   938.7
            V      95.3    91.5    91.4    83.1    71.0    54.6    42.5    30.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    95.3    91.5    91.4    83.1    71.0    58.9    46.8    34.9
            M       0.0   127.6   132.2   377.6   664.9   835.4   888.8   831.0
Total     : M+      0.0   325.0   336.8   973.8  1756.9  2308.0  2618.2  2670.2
            V     176.6   168.1   167.8   149.0   120.4    87.6    59.1    30.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   176.6   168.1   167.8   149.0   120.4    91.9    63.3    35.0
            M       0.0   325.0   336.8   973.8  1756.9  2281.9  2548.5  2562.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.10   59.70   68.30   76.90   82.41   82.50   85.00
Self wt.  : M     576.3   502.4   379.4   207.2    71.1    68.6     0.0
(Max)       V       5.7    11.4    17.2    22.9    26.6    26.6    28.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      69.6    60.7    45.8    25.0     8.6     8.3     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.2     3.2     3.4
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     638.3   556.6   420.3   229.5    78.8    76.0     0.0
Haunch (Max)V       6.3    12.7    19.0    25.4    29.4    29.5    31.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.8     3.6     2.4     1.2     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     256.4   223.5   168.8    92.2    31.6    30.5     0.0
DC(Max)     V       2.5     5.1     7.6    10.2    11.8    11.8    12.6
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     114.3    99.7    75.3    41.1    14.1    13.6     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
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+    958.6   861.5   664.9   377.6   132.2   127.6     0.0
            V      42.5    54.6    71.0    83.1    91.4    91.5    95.3
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    46.8    58.9    71.0    83.1    91.4    91.5    95.3
            M     888.8   835.4   664.9   377.6   132.2   127.6     0.0
Total     : M+   2618.2  2308.0  1756.9   973.8   336.8   325.0     0.0
            V      59.1    87.6   120.4   149.0   167.8   168.1   176.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    63.3    91.9   120.4   149.0   167.8   168.1   176.6
            M    2548.5  2281.9  1756.9   973.8   336.8   325.0     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.60   17.20   25.80   34.40   43.00   30.10
 
Beam-Self
Precast-top    0.137   0.366   0.647   0.841   0.955   0.995   0.908 
Bottom        -0.110  -0.291  -0.509  -0.654  -0.739  -0.770  -0.704 
 
Prestress
Precast-top    0.291   0.014  -0.405  -0.812  -1.009  -1.009  -1.009 
Bottom         2.072   2.287   2.605   2.907   3.051   3.051   3.051 
 
Total
Precast-top    0.429   0.380   0.242   0.029  -0.054  -0.014  -0.102 
Bottom         1.962   1.996   2.096   2.253   2.312   2.281   2.346 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.97 %)
             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    8.10   16.70   25.30   33.90   42.50
 
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   0.017   0.017   0.050   0.091   0.120   0.137   0.143 
Precast-top    0.063   0.520   0.526   0.815   1.110   1.212   1.310   1.405 
Bottom         0.298   1.563   1.558   1.272   0.974   0.849   0.748   0.665 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.60   17.20   25.80   34.40   43.00   30.10
 
Beam-Self
Precast-top    0.137   0.366   0.647   0.841   0.955   0.995   0.908 
Bottom        -0.110  -0.291  -0.509  -0.654  -0.739  -0.770  -0.704 
 
Prestress
Precast-top    0.291   0.014  -0.405  -0.812  -1.009  -1.009  -1.009 
Bottom         2.072   2.287   2.605   2.907   3.051   3.051   3.051 
 
Total
Precast-top    0.429   0.380   0.242   0.029  -0.054  -0.014  -0.102 
Bottom         1.962   1.996   2.096   2.253   2.312   2.281   2.346 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.97 %)
             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    8.10   16.70   25.30   33.90   42.50
 
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    8.10   16.70   25.30   33.90   42.50
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   0.056   0.058   0.167   0.294   0.380   0.423   0.418 
Precast-top    0.031   0.296   0.300   0.514   0.741   0.846   0.922   0.964 
Bottom         0.149   0.677   0.670   0.328  -0.050  -0.263  -0.386  -0.412 
 

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
    299.8    7.0   58.8    0.327   4.5   6.00e-3 50.0    303.3     1.233    5.493      0.80
      0.0    0.4   58.6     31.5 0.160      25.3 0.87    12.00     0.099    1.553 
Transfer:   3.00
    285.8    7.0   58.8    1.961  27.2   2.62e-3 38.2    244.3     0.667    1.360      0.00
    557.7    2.4   57.6    189.0 0.144      46.1 1.62    12.00     0.099    1.673 
Critical:   5.29
    272.9    7.0   58.8    2.235  27.2   1.08e-3 32.8    200.8     0.451    0.874      0.00
   1013.8    2.8   57.4    189.0 0.137      75.2 2.65    12.00     0.099    1.623 
0.1L    :   8.60
    254.4    7.0   58.8    2.627  27.2   1.07e-3 32.7    180.1     0.405    0.874      0.00
   1665.9    3.2   57.2    189.0 0.128      75.4 2.66    12.00     0.099    1.738 
0.2L    :  17.20
    208.7    7.0   52.9    4.340  27.2   0.51e-3 30.8    117.2     0.274    0.343      0.00
   2987.9    3.7   51.1    189.0 0.115      87.5 3.47    24.00     0.099    1.128 
0.3L    :  25.80
    164.0    7.0   56.7    4.340  27.2   1.31e-3 33.6     89.3     0.216    0.282      0.00
   3865.8    3.7   54.9    189.0 0.081      65.7 2.42    24.00     0.099    1.150 
0.4L    :  34.40
    120.2    7.0   58.6    4.340   0.0   1.71e-3 35.0     74.6     0.184    0.282      0.00
   4315.5    3.7   56.8    189.0 0.067      59.0 2.10    24.00     0.099    1.298 
0.5L    :  43.00
     77.4    7.0   58.6    4.340   0.0   1.43e-3 34.0     21.1     0.099    0.282      0.00
   4353.4    3.7   56.8    189.0 0.043      65.0 2.31    24.00     0.099    2.135 
0.6L    :  51.60
    120.2    7.0   58.6    4.340   0.0   1.71e-3 35.0     74.6     0.184    0.282      0.00
   4315.5    3.7   56.8    189.0 0.067      59.0 2.10    24.00     0.099    1.298 
0.7L    :  60.20
    164.0    7.0   56.7    4.340  27.2   1.31e-3 33.6     89.3     0.216    0.282      0.00
   3865.8    3.7   54.9    189.0 0.081      65.7 2.42    24.00     0.099    1.150 
0.8L    :  68.80
    208.7    7.0   52.9    4.340  27.2   0.51e-3 30.8    117.2     0.274    0.343      0.00
   2987.9    3.7   51.1    189.0 0.115      87.5 3.47    24.00     0.099    1.128 
0.9L    :  77.40
    254.4    7.0   58.8    2.627  27.2   1.07e-3 32.7    180.1     0.405    0.874      0.00
   1665.9    3.2   57.2    189.0 0.128      75.4 2.66    12.00     0.099    1.738 
Critical:  80.71
    272.9    7.0   58.8    2.235  27.2   1.08e-3 32.8    200.8     0.451    0.874      0.00
   1013.8    2.8   57.4    189.0 0.137      75.2 2.65    12.00     0.099    1.623 
Transfer:  83.00
    285.8    7.0   58.8    1.961  27.2   2.62e-3 38.2    244.3     0.667    1.360      0.00
    557.7    2.4   57.6    189.0 0.144      46.1 1.62    12.00     0.099    1.673 
Bearing :  85.50
    299.8    7.0   58.8    0.327   4.5   6.00e-3 50.0    303.3     1.233    5.493      0.80
      0.0    0.4   58.6     31.5 0.160      25.3 0.87    12.00     0.099    1.553 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  850.73
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.70
 
 
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
    299.8      5.68     58.82    0.41       58.62    24.00      0.160      1.494      0.241      0.533 
Transfer:      2.50
    285.8      5.51     58.82    2.43       57.61    24.00      0.160      1.437      0.206      0.533 
Critical:      4.79
    273.0      5.28     58.82    2.76       57.44    24.00      0.160      1.360      0.160      0.343 
0.1L    :      8.10
    254.4      4.94     58.82    3.24       57.20    24.00      0.160      1.247      0.092      0.343 
0.2L    :     16.70
    208.7      4.54     52.93    3.74       51.06    24.00      0.160      1.114      0.012      0.343 
0.3L    :     25.30
    164.0      3.32     56.74    3.75       54.87    24.00      0.160      0.707      0.000      0.282 
0.4L    :     33.90
    120.2      2.35     58.65    3.75       56.78    24.00      0.160      0.384      0.000      0.282 
0.5L    :     42.50
     77.4      1.52     58.65    3.75       56.78    24.00      0.160      0.105      0.000      0.282 
0.6L    :     51.10
    120.2      2.35     58.65    3.75       56.78    24.00      0.160      0.384      0.000      0.282 
0.7L    :     59.70
    164.0      3.32     56.74    3.75       54.87    24.00      0.160      0.707      0.000      0.282 
0.8L    :     68.30
    208.7      4.54     52.93    3.74       51.06    24.00      0.160      1.114      0.012      0.343 
0.9L    :     76.90
    254.4      4.94     58.82    3.24       57.20    24.00      0.160      1.247      0.092      0.343 
Critical:     80.21
    273.0      5.28     58.82    2.76       57.44    24.00      0.160      1.360      0.160      0.343 
Transfer:     82.50
    285.8      5.51     58.82    2.43       57.61    24.00      0.160      1.437      0.206      0.533 
Bearing :     85.00
    299.8      5.68     58.82    0.41       58.62    24.00      0.160      1.494      0.241      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.10 ft
Prestress      :       0.750  1.80      1.350  2.20      1.650
Self Wt.       :      -0.290  1.85     -0.536  2.40     -0.695
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.460            0.814            0.955
 
At 0.2 x L = 16.70 ft
Prestress      :       1.367  1.80      2.460  2.20      3.007
Self Wt.       :      -0.542  1.85     -1.003  2.40     -1.301
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.825            1.458            1.706
 
At 0.3 x L = 25.30 ft
Prestress      :       1.812  1.80      3.262  2.20      3.987
Self Wt.       :      -0.731  1.85     -1.353  2.40     -1.755
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          :       1.081            1.909            2.232
 
At 0.4 x L = 33.90 ft
Prestress      :       2.084  1.80      3.751  2.20      4.584
Self Wt.       :      -0.849  1.85     -1.571  2.40     -2.038
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          :       1.235            2.180            2.546
 
At 0.5 x L = 42.50 ft
Prestress      :       2.182  1.80      3.928  2.20      4.801
Self Wt.       :      -0.892  1.85     -1.650  2.40     -2.140
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          :       1.290            2.278            2.661
 
At 0.6 x L = 51.10 ft
Prestress      :       2.084  1.80      3.751  2.20      4.584
Self Wt.       :      -0.849  1.85     -1.571  2.40     -2.038
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          :       1.235            2.180            2.546
 
At 0.7 x L = 59.70 ft
Prestress      :       1.812  1.80      3.262  2.20      3.987
Self Wt.       :      -0.731  1.85     -1.353  2.40     -1.755
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          :       1.081            1.909            2.232
 
At 0.8 x L = 68.30 ft
Prestress      :       1.367  1.80      2.460  2.20      3.007
Self Wt.       :      -0.542  1.85     -1.003  2.40     -1.301
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.825            1.458            1.706
 
At 0.9 x L = 76.90 ft
Prestress      :       0.750  1.80      1.350  2.20      1.650
Self Wt.       :      -0.290  1.85     -0.536  2.40     -0.695
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.460            0.814            0.955
 

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
   561.6    46.6  2.801  265.4    2.9   2.43   2813.4  0.060T 1.00       -       -     -     -  
H/2     :   2.59
   582.0    46.7  2.817  265.3    2.9   2.44   2831.3  0.060T 1.00       -       -     -     -  
0.1L    :   8.10
  1689.9    49.1  3.753  264.1    3.8   3.24   3923.8  0.044T 1.00       -       -     -     -  
0.2L    :  16.70
  3073.4    52.9  4.340  263.7    4.4   3.74   4869.8  0.038T 1.00    553.2   553.2    8.80    -  
0.3L    :  25.30
  4033.8    56.7  4.340  264.1    4.4   3.75   5241.5  0.038T 1.00    416.3   416.3   12.59    -  
0.4L    :  33.90
  4606.2    58.6  4.340  264.3    4.4   3.75   5427.4  0.038T 1.00    336.4   336.4   16.13    -  
0.5L    :  42.50
  4771.5    58.6  4.340  264.3    4.4   3.75   5427.4  0.038T 1.00    304.0   304.0   17.86    -  
0.6L    :  51.10
  4606.2    58.6  4.340  264.3    4.4   3.75   5427.4  0.038T 1.00    336.4   336.4   16.13    -  
0.7L    :  59.70
  4033.8    56.7  4.340  264.1    4.4   3.75   5241.5  0.038T 1.00    416.3   416.3   12.59    -  
0.8L    :  68.30
  3073.4    52.9  4.340  263.7    4.4   3.74   4869.8  0.038T 1.00    553.2   553.2    8.80    -  
0.9L    :  76.90
  1689.9    49.1  3.753  264.1    3.8   3.24   3923.8  0.044T 1.00       -       -     -     -  
H/2     :  82.41
   582.0    46.7  2.817  265.3    2.9   2.44   2831.3  0.060T 1.00       -       -     -     -  
Transfer:  82.50
   561.6    46.6  2.801  265.4    2.9   2.43   2813.4  0.060T 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 1-10; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.007
        M   2.00 Fb     0.225
 
  2   2 E  50.50 Ft     0.394
        M   6.00 Fb     0.146
 
  3   2 E  48.50 Ft     0.757
        M   4.00 Fb     0.085
 
  4   2 E  46.50 Ft     1.097
        M   2.00 Fb     0.043
 
  5   2 E   6.00 Ft     1.013
        M   6.00 Fb     0.341
 
  6   2 E   4.00 Ft     0.906
        M   4.00 Fb     0.657
 
  7   2 E   4.00 Ft     0.798
        M   4.00 Fb     0.974
 
  8   2 E   4.00 Ft     0.691
        M   4.00 Fb     1.291
 
  9   2 E   2.00 Ft     0.560
        M   2.00 Fb     1.626
 
 10   2 E   2.00 Ft     0.429
        M   2.00 Fb     1.962
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 86.00            Release Length, ft: 86.00
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  20
No. of strands, Draped:   6           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  6.97 %               Final losses: 13.43 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.346     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.054   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5427.41     4771.54     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   0.143     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.405     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.563    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.964     Midspan
    Pre.Bot:                                                             2.000   0.677    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.182  1.80      3.928  2.20      4.801
Self Wt.       :      -0.892  1.85     -1.650  2.40     -2.140
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          :       1.290            2.278            2.661
 
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   85.00
     DC  Line       0.070      0.00       0.070   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.000 ft
Release length = 86.000 ft
Design  length = 85.000 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)  : 0.657   (Calculated)    
Live Moment (1  lane  loaded)  : 0.469   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.000   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.837   (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           1230.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           572063 in4#
Ht. of c.g.           =        24.37 in             40.70 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 = 0.8367

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     8.10    16.70    25.30    33.90    42.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    643.0    664.8    664.8    664.8    664.8    664.8    664.8    664.8
  Yb      ,  in    24.32    24.03    24.03    23.93    23.78    23.63    23.56    23.56
  MI(Ixx) , in4   215226   216892   216911   218136   220647   223888   225781   225781
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1234.7   1255.2   1255.2   1255.2   1255.2   1255.2   1255.2   1255.2
  Yb      ,  in    40.62    40.21    40.21    40.16    40.09    40.01    39.97    39.97
  MI(Ixx) , in4   574403   587180   587230   590323   595726   601828   605142   605142

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  20 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 30.10 ft from member end )
END PATTERN (Ycg = 16.95 in):
     6 @  2.000 in     6 @  4.000 in     2 @  6.000 in     2 @ 46.500 in
     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 3.60 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
     6 @  2.000 in     6 @  4.000 in     2 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    4.34 in2      Initial Pull          =      850.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.050 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.062 ft
Holddown Force        =  31.207 kips     Beam Shrtng (PL/AE)   =      0.325 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)       
--------------------------------------------------------------------------------------
      1722.731         740 1274.821     14.128 57217.000   734.363     225.564        
 
 
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      0.6250     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      11.50       3.5000      4.4600     No
      2      US#5[M16]       60.00        0.62      14.00*      4.4600     12.6250     No
      2      US#4[M13]       60.00        0.40      14.00*      3.8750     19.0420    Yes
      2      US#4[M13]       60.00        0.40      15.00      19.0420     20.3333    Yes
      2      US#4[M13]       60.00        0.40      17.00      20.3333     65.6667    Yes
      2      US#4[M13]       60.00        0.40      15.00      65.6667     66.9580    Yes
      2      US#4[M13]       60.00        0.40      14.00*     66.9580     82.1250    Yes
      2      US#5[M16]       60.00        0.62      14.00*     73.3750     81.5400     No
      2      US#5[M16]       60.00        0.62      11.50      81.5400     82.5000     No
      2      US#5[M16]       60.00        0.62       9.00      82.5000     84.7500     No
      2      US#5[M16]       60.00        0.62       7.50      84.7500     85.3750     No
      2      US#5[M16]       60.00        0.62       3.00      85.3750     85.6250     No
      2      US#4[M13]       60.00        0.40       9.00      82.1250     85.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      85.3750     85.8750     No
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
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  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 82.0000 86.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 29.3330       3.00 
      2 US#5[M16]           2.00 0.620 56.6670 86.0000       3.00 
      2 US#6[M19]           2.00 0.880 26.9163 59.0837       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.3400 in2       Ycg =  3.60 in
         P_init    =      850.7 kips  Ecc = 20.77 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    13.65 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.948 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.25 ksi    0.00 ksi
    due to Composite Loads                                 -1.85 ksi    0.00 ksi
    due to Live Loads                                      -5.65 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.11 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 13.65 ksi  ( 6.97 %)            12.67 ksi ( 6.46 %)
Total Prestress Losses                                    26.32 ksi (13.43 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.7 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    8.10   16.70   25.30   33.90   42.50
Self wt.  : M       0.0    68.6    71.1   207.2   379.4   502.4   576.3   600.9
(Max)       V      28.3    26.6    26.6    22.9    17.2    11.4     5.7     0.0
DL-Prec.  : M       0.0     8.3     8.6    25.0    45.8    60.7    69.6    72.5
DC(Max)     V       3.4     3.2     3.2     2.8     2.1     1.4     0.7     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    76.0    78.8   229.5   420.3   556.6   638.3   665.6
Haunch (Max)V      31.3    29.5    29.4    25.4    19.0    12.7     6.3     0.0
Diaphragm : M       0.0     0.4     0.4     1.2     2.4     3.6     4.8     6.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.5    31.6    92.2   168.8   223.5   256.4   267.3
DC(Max)     V      12.6    11.8    11.8    10.2     7.6     5.1     2.5     0.0
DL-Comp   : M       0.0    13.6    14.1    41.1    75.3    99.7   114.3   119.2
DW(Max)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   178.0   184.4   533.9   965.4  1257.6  1430.3  1472.7
            V     112.4   107.8   107.7    97.6    82.6    67.5    47.0    32.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.4   107.9   107.7    97.7    83.5    69.8    56.7    44.1
            M      -0.0   175.7   182.1   520.2   916.6  1161.5  1264.2  1233.8
Total     : M+      0.0   375.4   389.0  1130.1  2057.4  2704.1  3090.0  3204.3
            V     193.7   184.4   184.1   163.5   132.0   100.5    63.6    32.1
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   193.7   184.4   184.1   163.5   132.9   102.8    73.3    44.3
            M      -0.0   373.1   386.6  1116.4  2008.6  2608.0  2923.9  2965.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.10   59.70   68.30   76.90   82.41   82.50   85.00
Self wt.  : M     576.3   502.4   379.4   207.2    71.1    68.6     0.0
(Max)       V       5.7    11.4    17.2    22.9    26.6    26.6    28.3
DL-Prec.  : M      69.6    60.7    45.8    25.0     8.6     8.3     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.2     3.2     3.4
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     638.3   556.6   420.3   229.5    78.8    76.0     0.0
Haunch (Max)V       6.3    12.7    19.0    25.4    29.4    29.5    31.3
Diaphragm : M       4.8     3.6     2.4     1.2     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     256.4   223.5   168.8    92.2    31.6    30.5     0.0
DC(Max)     V       2.5     5.1     7.6    10.2    11.8    11.8    12.6
DL-Comp   : M     114.3    99.7    75.3    41.1    14.1    13.6     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   1430.3  1257.6   965.4   533.9   184.4   178.0     0.0
            V      47.0    67.5    82.6    97.6   107.7   107.8   112.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.7    69.8    83.5    97.7   107.7   107.9   112.4
            M    1264.2  1161.5   916.6   520.2   182.1   175.7     0.0
Total     : M+   3090.0  2704.1  2057.4  1130.1   389.0   375.4     0.0
            V      63.6   100.5   132.0   163.5   184.1   184.4   193.7
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    73.3   102.8   132.9   163.5   184.1   184.4   193.7
            M    2923.9  2608.0  2008.6  1116.4   386.6   373.1     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               28.3             28.3
Deck+Haunch            31.3             31.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.4              3.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           28.0             28.0
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
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    8.10   16.70   25.30   33.90   42.50
Self wt.  : M       0.0    68.6    71.1   207.2   379.4   502.4   576.3   600.9
(Max)       V      28.3    26.6    26.6    22.9    17.2    11.4     5.7     0.0
DL-Prec.  : M       0.0     8.3     8.6    25.0    45.8    60.7    69.6    72.5
DC(Max)     V       3.4     3.2     3.2     2.8     2.1     1.4     0.7     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    76.0    78.8   229.5   420.3   556.6   638.3   665.6
Haunch (Max)V      31.3    29.5    29.4    25.4    19.0    12.7     6.3     0.0
Diaphragm : M       0.0     0.4     0.4     1.2     2.4     3.6     4.8     6.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.5    31.6    92.2   168.8   223.5   256.4   267.3
DC(Max)     V      12.6    11.8    11.8    10.2     7.6     5.1     2.5     0.0
DL-Comp   : M       0.0    13.6    14.1    41.1    75.3    99.7   114.3   119.2
DW(Max)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   142.4   147.5   427.1   772.4  1006.1  1144.3  1178.2
            V      89.9    86.3    86.1    78.1    66.1    54.0    37.6    25.6
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    89.9    86.3    86.1    78.1    66.8    55.9    45.4    35.3
            M      -0.0   140.6   145.7   416.2   733.3   929.2  1011.4   987.0
Total     : M+      0.0   339.8   352.1  1023.3  1864.4  2452.6  2803.9  2909.8
            V     171.3   162.8   162.5   144.0   115.5    87.0    54.2    25.7
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   171.3   162.8   162.5   144.0   116.2    88.9    61.9    35.5
            M      -0.0   338.0   350.2  1012.4  1825.3  2375.7  2671.0  2718.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.10   59.70   68.30   76.90   82.41   82.50   85.00
Self wt.  : M     576.3   502.4   379.4   207.2    71.1    68.6     0.0
(Max)       V       5.7    11.4    17.2    22.9    26.6    26.6    28.3
DL-Prec.  : M      69.6    60.7    45.8    25.0     8.6     8.3     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.2     3.2     3.4
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     638.3   556.6   420.3   229.5    78.8    76.0     0.0
Haunch (Max)V       6.3    12.7    19.0    25.4    29.4    29.5    31.3
Diaphragm : M       4.8     3.6     2.4     1.2     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     256.4   223.5   168.8    92.2    31.6    30.5     0.0
DC(Max)     V       2.5     5.1     7.6    10.2    11.8    11.8    12.6
DL-Comp   : M     114.3    99.7    75.3    41.1    14.1    13.6     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   1144.3  1006.1   772.4   427.1   147.5   142.4     0.0
            V      37.6    54.0    66.1    78.1    86.1    86.3    89.9
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    45.4    55.9    66.8    78.1    86.1    86.3    89.9
            M    1011.4   929.2   733.3   416.2   145.7   140.6     0.0
Total     : M+   2803.9  2452.6  1864.4  1023.3   352.1   339.8     0.0
            V      54.2    87.0   115.5   144.0   162.5   162.8   171.3
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    61.9    88.9   116.2   144.0   162.5   162.8   171.3
            M    2671.0  2375.7  1825.3  1012.4   350.2   338.0     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    8.10   16.70   25.30   33.90   42.50
Self wt.  : M       0.0    85.8    88.9   259.0   474.3   628.1   720.3   751.1
(Max)       V      35.3    33.3    33.2    28.6    21.5    14.3     7.2     0.0
Self wt.  : M       0.0    61.7    64.0   186.5   341.5   452.2   518.6   540.8
(Min)       V      25.4    24.0    23.9    20.6    15.4    10.3     5.1     0.0
DL-Prec.  : M       0.0    10.4    10.7    31.3    57.3    75.8    87.0    90.7
DC(Max)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     7.5     7.7    22.5    41.2    54.6    62.6    65.3
DC(Min)     V       3.1     2.9     2.9     2.5     1.9     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    95.0    98.5   286.9   525.4   695.7   797.9   832.0
Haunch (Max)V      39.2    36.8    36.8    31.7    23.8    15.8     7.9     0.0
Deck +    : M       0.0    68.4    70.9   206.6   378.3   500.9   574.5   599.0
Haunch (Min)V      28.2    26.5    26.5    22.8    17.1    11.4     5.7     0.0
Diaphragm : M       0.0     0.4     0.5     1.4     3.0     4.5     6.0     7.6
(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     1.0     2.1     3.2     4.3     5.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    38.2    39.5   115.2   211.0   279.4   320.5   334.2
DC(Max)     V      15.7    14.8    14.8    12.7     9.5     6.4     3.2     0.0
DL-Comp   : M       0.0    27.5    28.5    83.0   151.9   201.2   230.7   240.6
DC(Min)     V      11.3    10.7    10.6     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    20.4    21.2    61.7   112.9   149.5   171.5   178.8
DW(Max)     V       8.4     7.9     7.9     6.8     5.1     3.4     1.7     0.0
DL-Comp   : M       0.0     8.8     9.2    26.7    48.9    64.8    74.3    77.5
DW(Min)     V       3.6     3.4     3.4     3.0     2.2     1.5     0.7     0.0
LL + I    : M+      0.0   311.5   322.7   934.3  1689.5  2200.8  2503.0  2577.3
            V     196.7   188.7   188.4   170.9   144.5   118.1    82.3    55.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   196.7   188.7   188.4   170.9   146.1   122.2    99.2    77.3
            M      -0.0   307.6   318.6   910.3  1604.1  2032.7  2212.3  2159.2
Total     : M+      0.0   561.6   582.0  1689.9  3073.4  4033.8  4606.2  4771.5
            V     299.8   285.8   285.2   254.4   207.2   159.9   103.3    56.1
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   299.8   285.8   285.2   254.4   208.7   164.0   120.2    77.4
            M      -0.0   557.7   577.9  1665.9  2987.9  3865.8  4315.5  4353.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.10   59.70   68.30   76.90   82.41   82.50   85.00
Self wt.  : M     720.3   628.1   474.3   259.0    88.9    85.8     0.0
(Max)       V       7.2    14.3    21.5    28.6    33.2    33.3    35.3
Self wt.  : M     518.6   452.2   341.5   186.5    64.0    61.7     0.0
(Min)       V       5.1    10.3    15.4    20.6    23.9    24.0    25.4
DL-Prec.  : M      87.0    75.8    57.3    31.3    10.7    10.4     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M      62.6    54.6    41.2    22.5     7.7     7.5     0.0
DC(Min)     V       0.6     1.2     1.9     2.5     2.9     2.9     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     797.9   695.7   525.4   286.9    98.5    95.0     0.0
Haunch (Max)V       7.9    15.8    23.8    31.7    36.8    36.8    39.2
Deck +    : M     574.5   500.9   378.3   206.6    70.9    68.4     0.0
Haunch (Min)V       5.7    11.4    17.1    22.8    26.5    26.5    28.2
Diaphragm : M       6.0     4.5     3.0     1.4     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.3     3.2     2.1     1.0     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     320.5   279.4   211.0   115.2    39.5    38.2     0.0
DC(Max)     V       3.2     6.4     9.5    12.7    14.8    14.8    15.7
DL-Comp   : M     230.7   201.2   151.9    83.0    28.5    27.5     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.6    10.7    11.3
DL-Comp   : M     171.5   149.5   112.9    61.7    21.2    20.4     0.0
DW(Max)     V       1.7     3.4     5.1     6.8     7.9     7.9     8.4
DL-Comp   : M      74.3    64.8    48.9    26.7     9.2     8.8     0.0
DW(Min)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.6
LL + I    : M+   2503.0  2200.8  1689.5   934.3   322.7   311.5     0.0
            V      82.3   118.1   144.5   170.9   188.4   188.7   196.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    99.2   122.2   146.1   170.9   188.4   188.7   196.7
            M    2212.3  2032.7  1604.1   910.3   318.6   307.6     0.0
Total     : M+   4606.2  4033.8  3073.4  1689.9   582.0   561.6     0.0
            V     103.3   159.9   207.2   254.4   285.2   285.8   299.8
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   120.2   164.0   208.7   254.4   285.2   285.8   299.8
            M    4315.5  3865.8  2987.9  1665.9   577.9   557.7     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               35.3             35.3
Deck+Haunch            39.2             39.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            4.3              4.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           42.1             42.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
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    8.10   16.70   25.30   33.90   42.50
Self wt.  : M       0.0    68.6    71.1   207.2   379.4   502.4   576.3   600.9
(Max)       V      28.3    26.6    26.6    22.9    17.2    11.4     5.7     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     8.3     8.6    25.0    45.8    60.7    69.6    72.5
DC(Max)     V       3.4     3.2     3.2     2.8     2.1     1.4     0.7     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    76.0    78.8   229.5   420.3   556.6   638.3   665.6
Haunch (Max)V      31.3    29.5    29.4    25.4    19.0    12.7     6.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.4     1.2     2.4     3.6     4.8     6.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    30.5    31.6    92.2   168.8   223.5   256.4   267.3
DC(Max)     V      12.6    11.8    11.8    10.2     7.6     5.1     2.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    13.6    14.1    41.1    75.3    99.7   114.3   119.2
DW(Max)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     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   127.6   132.2   377.6   664.9   861.5   958.6   938.7
            V      95.3    91.5    91.4    83.1    71.0    54.6    42.5    30.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    95.3    91.5    91.4    83.1    71.0    58.9    46.8    34.9
            M       0.0   127.6   132.2   377.6   664.9   835.4   888.8   831.0
Total     : M+      0.0   325.0   336.8   973.8  1756.9  2308.0  2618.2  2670.2
            V     176.6   168.1   167.8   149.0   120.4    87.6    59.1    30.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   176.6   168.1   167.8   149.0   120.4    91.9    63.3    35.0
            M       0.0   325.0   336.8   973.8  1756.9  2281.9  2548.5  2562.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.10   59.70   68.30   76.90   82.41   82.50   85.00
Self wt.  : M     576.3   502.4   379.4   207.2    71.1    68.6     0.0
(Max)       V       5.7    11.4    17.2    22.9    26.6    26.6    28.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      69.6    60.7    45.8    25.0     8.6     8.3     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.2     3.2     3.4
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     638.3   556.6   420.3   229.5    78.8    76.0     0.0
Haunch (Max)V       6.3    12.7    19.0    25.4    29.4    29.5    31.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.8     3.6     2.4     1.2     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     256.4   223.5   168.8    92.2    31.6    30.5     0.0
DC(Max)     V       2.5     5.1     7.6    10.2    11.8    11.8    12.6
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     114.3    99.7    75.3    41.1    14.1    13.6     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
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+    958.6   861.5   664.9   377.6   132.2   127.6     0.0
            V      42.5    54.6    71.0    83.1    91.4    91.5    95.3
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    46.8    58.9    71.0    83.1    91.4    91.5    95.3
            M     888.8   835.4   664.9   377.6   132.2   127.6     0.0
Total     : M+   2618.2  2308.0  1756.9   973.8   336.8   325.0     0.0
            V      59.1    87.6   120.4   149.0   167.8   168.1   176.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    63.3    91.9   120.4   149.0   167.8   168.1   176.6
            M    2548.5  2281.9  1756.9   973.8   336.8   325.0     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.60   17.20   25.80   34.40   43.00   30.10
 
Beam-Self
Precast-top    0.137   0.366   0.647   0.841   0.955   0.995   0.908 
Bottom        -0.110  -0.291  -0.509  -0.654  -0.739  -0.770  -0.704 
 
Prestress
Precast-top    0.291   0.014  -0.405  -0.812  -1.009  -1.009  -1.009 
Bottom         2.072   2.287   2.605   2.907   3.051   3.051   3.051 
 
Total
Precast-top    0.429   0.380   0.242   0.029  -0.054  -0.014  -0.102 
Bottom         1.962   1.996   2.096   2.253   2.312   2.281   2.346 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.97 %)
             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    8.10   16.70   25.30   33.90   42.50
 
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   0.017   0.017   0.050   0.091   0.120   0.137   0.143 
Precast-top    0.063   0.520   0.526   0.815   1.110   1.212   1.310   1.405 
Bottom         0.298   1.563   1.558   1.272   0.974   0.849   0.748   0.665 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.60   17.20   25.80   34.40   43.00   30.10
 
Beam-Self
Precast-top    0.137   0.366   0.647   0.841   0.955   0.995   0.908 
Bottom        -0.110  -0.291  -0.509  -0.654  -0.739  -0.770  -0.704 
 
Prestress
Precast-top    0.291   0.014  -0.405  -0.812  -1.009  -1.009  -1.009 
Bottom         2.072   2.287   2.605   2.907   3.051   3.051   3.051 
 
Total
Precast-top    0.429   0.380   0.242   0.029  -0.054  -0.014  -0.102 
Bottom         1.962   1.996   2.096   2.253   2.312   2.281   2.346 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.97 %)
             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    8.10   16.70   25.30   33.90   42.50
 
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    8.10   16.70   25.30   33.90   42.50
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   0.056   0.058   0.167   0.294   0.380   0.423   0.418 
Precast-top    0.031   0.296   0.300   0.514   0.741   0.846   0.922   0.964 
Bottom         0.149   0.677   0.670   0.328  -0.050  -0.263  -0.386  -0.412 
 

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
    299.8    7.0   58.8    0.327   4.5   6.00e-3 50.0    303.3     1.233    5.493      0.80
      0.0    0.4   58.6     31.5 0.160      25.3 0.87    12.00     0.099    1.553 
Transfer:   3.00
    285.8    7.0   58.8    1.961  27.2   2.62e-3 38.2    244.3     0.667    1.360      0.00
    557.7    2.4   57.6    189.0 0.144      46.1 1.62    12.00     0.099    1.673 
Critical:   5.29
    272.9    7.0   58.8    2.235  27.2   1.08e-3 32.8    200.8     0.451    0.874      0.00
   1013.8    2.8   57.4    189.0 0.137      75.2 2.65    12.00     0.099    1.623 
0.1L    :   8.60
    254.4    7.0   58.8    2.627  27.2   1.07e-3 32.7    180.1     0.405    0.874      0.00
   1665.9    3.2   57.2    189.0 0.128      75.4 2.66    12.00     0.099    1.738 
0.2L    :  17.20
    208.7    7.0   52.9    4.340  27.2   0.51e-3 30.8    117.2     0.274    0.343      0.00
   2987.9    3.7   51.1    189.0 0.115      87.5 3.47    24.00     0.099    1.128 
0.3L    :  25.80
    164.0    7.0   56.7    4.340  27.2   1.31e-3 33.6     89.3     0.216    0.282      0.00
   3865.8    3.7   54.9    189.0 0.081      65.7 2.42    24.00     0.099    1.150 
0.4L    :  34.40
    120.2    7.0   58.6    4.340   0.0   1.71e-3 35.0     74.6     0.184    0.282      0.00
   4315.5    3.7   56.8    189.0 0.067      59.0 2.10    24.00     0.099    1.298 
0.5L    :  43.00
     77.4    7.0   58.6    4.340   0.0   1.43e-3 34.0     21.1     0.099    0.282      0.00
   4353.4    3.7   56.8    189.0 0.043      65.0 2.31    24.00     0.099    2.135 
0.6L    :  51.60
    120.2    7.0   58.6    4.340   0.0   1.71e-3 35.0     74.6     0.184    0.282      0.00
   4315.5    3.7   56.8    189.0 0.067      59.0 2.10    24.00     0.099    1.298 
0.7L    :  60.20
    164.0    7.0   56.7    4.340  27.2   1.31e-3 33.6     89.3     0.216    0.282      0.00
   3865.8    3.7   54.9    189.0 0.081      65.7 2.42    24.00     0.099    1.150 
0.8L    :  68.80
    208.7    7.0   52.9    4.340  27.2   0.51e-3 30.8    117.2     0.274    0.343      0.00
   2987.9    3.7   51.1    189.0 0.115      87.5 3.47    24.00     0.099    1.128 
0.9L    :  77.40
    254.4    7.0   58.8    2.627  27.2   1.07e-3 32.7    180.1     0.405    0.874      0.00
   1665.9    3.2   57.2    189.0 0.128      75.4 2.66    12.00     0.099    1.738 
Critical:  80.71
    272.9    7.0   58.8    2.235  27.2   1.08e-3 32.8    200.8     0.451    0.874      0.00
   1013.8    2.8   57.4    189.0 0.137      75.2 2.65    12.00     0.099    1.623 
Transfer:  83.00
    285.8    7.0   58.8    1.961  27.2   2.62e-3 38.2    244.3     0.667    1.360      0.00
    557.7    2.4   57.6    189.0 0.144      46.1 1.62    12.00     0.099    1.673 
Bearing :  85.50
    299.8    7.0   58.8    0.327   4.5   6.00e-3 50.0    303.3     1.233    5.493      0.80
      0.0    0.4   58.6     31.5 0.160      25.3 0.87    12.00     0.099    1.553 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  850.73
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.70
 
 
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
    299.8      5.68     58.82    0.41       58.62    24.00      0.160      1.494      0.241      0.533 
Transfer:      2.50
    285.8      5.51     58.82    2.43       57.61    24.00      0.160      1.437      0.206      0.533 
Critical:      4.79
    273.0      5.28     58.82    2.76       57.44    24.00      0.160      1.360      0.160      0.343 
0.1L    :      8.10
    254.4      4.94     58.82    3.24       57.20    24.00      0.160      1.247      0.092      0.343 
0.2L    :     16.70
    208.7      4.54     52.93    3.74       51.06    24.00      0.160      1.114      0.012      0.343 
0.3L    :     25.30
    164.0      3.32     56.74    3.75       54.87    24.00      0.160      0.707      0.000      0.282 
0.4L    :     33.90
    120.2      2.35     58.65    3.75       56.78    24.00      0.160      0.384      0.000      0.282 
0.5L    :     42.50
     77.4      1.52     58.65    3.75       56.78    24.00      0.160      0.105      0.000      0.282 
0.6L    :     51.10
    120.2      2.35     58.65    3.75       56.78    24.00      0.160      0.384      0.000      0.282 
0.7L    :     59.70
    164.0      3.32     56.74    3.75       54.87    24.00      0.160      0.707      0.000      0.282 
0.8L    :     68.30
    208.7      4.54     52.93    3.74       51.06    24.00      0.160      1.114      0.012      0.343 
0.9L    :     76.90
    254.4      4.94     58.82    3.24       57.20    24.00      0.160      1.247      0.092      0.343 
Critical:     80.21
    273.0      5.28     58.82    2.76       57.44    24.00      0.160      1.360      0.160      0.343 
Transfer:     82.50
    285.8      5.51     58.82    2.43       57.61    24.00      0.160      1.437      0.206      0.533 
Bearing :     85.00
    299.8      5.68     58.82    0.41       58.62    24.00      0.160      1.494      0.241      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.10 ft
Prestress      :       0.750  1.80      1.350  2.20      1.650
Self Wt.       :      -0.290  1.85     -0.536  2.40     -0.695
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.460            0.814            0.955
 
At 0.2 x L = 16.70 ft
Prestress      :       1.367  1.80      2.460  2.20      3.007
Self Wt.       :      -0.542  1.85     -1.003  2.40     -1.301
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.825            1.458            1.706
 
At 0.3 x L = 25.30 ft
Prestress      :       1.812  1.80      3.262  2.20      3.987
Self Wt.       :      -0.731  1.85     -1.353  2.40     -1.755
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          :       1.081            1.909            2.232
 
At 0.4 x L = 33.90 ft
Prestress      :       2.084  1.80      3.751  2.20      4.584
Self Wt.       :      -0.849  1.85     -1.571  2.40     -2.038
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          :       1.235            2.180            2.546
 
At 0.5 x L = 42.50 ft
Prestress      :       2.182  1.80      3.928  2.20      4.801
Self Wt.       :      -0.892  1.85     -1.650  2.40     -2.140
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          :       1.290            2.278            2.661
 
At 0.6 x L = 51.10 ft
Prestress      :       2.084  1.80      3.751  2.20      4.584
Self Wt.       :      -0.849  1.85     -1.571  2.40     -2.038
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          :       1.235            2.180            2.546
 
At 0.7 x L = 59.70 ft
Prestress      :       1.812  1.80      3.262  2.20      3.987
Self Wt.       :      -0.731  1.85     -1.353  2.40     -1.755
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          :       1.081            1.909            2.232
 
At 0.8 x L = 68.30 ft
Prestress      :       1.367  1.80      2.460  2.20      3.007
Self Wt.       :      -0.542  1.85     -1.003  2.40     -1.301
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.825            1.458            1.706
 
At 0.9 x L = 76.90 ft
Prestress      :       0.750  1.80      1.350  2.20      1.650
Self Wt.       :      -0.290  1.85     -0.536  2.40     -0.695
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.460            0.814            0.955
 

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
   561.6    46.6  2.801  265.4    2.9   2.43   2813.4  0.060T 1.00       -       -     -     -  
H/2     :   2.59
   582.0    46.7  2.817  265.3    2.9   2.44   2831.3  0.060T 1.00       -       -     -     -  
0.1L    :   8.10
  1689.9    49.1  3.753  264.1    3.8   3.24   3923.8  0.044T 1.00       -       -     -     -  
0.2L    :  16.70
  3073.4    52.9  4.340  263.7    4.4   3.74   4869.8  0.038T 1.00    553.2   553.2    8.80    -  
0.3L    :  25.30
  4033.8    56.7  4.340  264.1    4.4   3.75   5241.5  0.038T 1.00    416.3   416.3   12.59    -  
0.4L    :  33.90
  4606.2    58.6  4.340  264.3    4.4   3.75   5427.4  0.038T 1.00    336.4   336.4   16.13    -  
0.5L    :  42.50
  4771.5    58.6  4.340  264.3    4.4   3.75   5427.4  0.038T 1.00    304.0   304.0   17.86    -  
0.6L    :  51.10
  4606.2    58.6  4.340  264.3    4.4   3.75   5427.4  0.038T 1.00    336.4   336.4   16.13    -  
0.7L    :  59.70
  4033.8    56.7  4.340  264.1    4.4   3.75   5241.5  0.038T 1.00    416.3   416.3   12.59    -  
0.8L    :  68.30
  3073.4    52.9  4.340  263.7    4.4   3.74   4869.8  0.038T 1.00    553.2   553.2    8.80    -  
0.9L    :  76.90
  1689.9    49.1  3.753  264.1    3.8   3.24   3923.8  0.044T 1.00       -       -     -     -  
H/2     :  82.41
   582.0    46.7  2.817  265.3    2.9   2.44   2831.3  0.060T 1.00       -       -     -     -  
Transfer:  82.50
   561.6    46.6  2.801  265.4    2.9   2.43   2813.4  0.060T 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 1-10; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.007
        M   2.00 Fb     0.225
 
  2   2 E  50.50 Ft     0.394
        M   6.00 Fb     0.146
 
  3   2 E  48.50 Ft     0.757
        M   4.00 Fb     0.085
 
  4   2 E  46.50 Ft     1.097
        M   2.00 Fb     0.043
 
  5   2 E   6.00 Ft     1.013
        M   6.00 Fb     0.341
 
  6   2 E   4.00 Ft     0.906
        M   4.00 Fb     0.657
 
  7   2 E   4.00 Ft     0.798
        M   4.00 Fb     0.974
 
  8   2 E   4.00 Ft     0.691
        M   4.00 Fb     1.291
 
  9   2 E   2.00 Ft     0.560
        M   2.00 Fb     1.626
 
 10   2 E   2.00 Ft     0.429
        M   2.00 Fb     1.962
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 86.00            Release Length, ft: 86.00
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  20
No. of strands, Draped:   6           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  6.97 %               Final losses: 13.43 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.346     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.054   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5427.41     4771.54     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   0.143     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.405     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.563    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.964     Midspan
    Pre.Bot:                                                             2.000   0.677    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.182  1.80      3.928  2.20      4.801
Self Wt.       :      -0.892  1.85     -1.650  2.40     -2.140
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          :       1.290            2.278            2.661
 
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   85.00
     DC  Line       0.010      0.00       0.010   85.00
     DC  Line       0.064      0.00       0.064   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.000 ft
Release length = 86.000 ft
Design  length = 85.000 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)  : 0.614   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.752   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.811   (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           1178.8 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           554900 in4#
Ht. of c.g.           =        24.37 in             39.92 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 = 0.8367

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     8.10    16.70    25.30    33.90    42.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    643.0    664.8    664.8    664.8    664.8    664.8    664.8    664.8
  Yb      ,  in    24.32    24.03    24.03    23.93    23.78    23.63    23.56    23.56
  MI(Ixx) , in4   215226   216892   216911   218136   220647   223888   225781   225781
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1182.9   1203.3   1203.3   1203.3   1203.3   1203.3   1203.3   1203.3
  Yb      ,  in    39.84    39.43    39.43    39.38    39.30    39.22    39.18    39.18
  MI(Ixx) , in4   557090   569082   569131   572129   577386   583341   586580   586580

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  20 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 30.10 ft from member end )
END PATTERN (Ycg = 16.95 in):
     6 @  2.000 in     6 @  4.000 in     2 @  6.000 in     2 @ 46.500 in
     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 3.60 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
     6 @  2.000 in     6 @  4.000 in     2 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    4.34 in2      Initial Pull          =      850.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.007 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.009 ft
Holddown Force        =  31.207 kips     Beam Shrtng (PL/AE)   =      0.325 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)       
--------------------------------------------------------------------------------------
      1722.731         740 1274.821     14.128 57217.000   734.363     225.564        
 
 
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      0.6250     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      11.50       3.5000      4.4600     No
      2      US#5[M16]       60.00        0.62      14.00       4.4600     12.6250     No
      2      US#4[M13]       60.00        0.40      14.00       3.8750     19.0420    Yes
      2      US#4[M13]       60.00        0.40      15.00      19.0420     20.3333    Yes
      2      US#4[M13]       60.00        0.40      17.00      20.3333     65.6667    Yes
      2      US#4[M13]       60.00        0.40      15.00      65.6667     66.9580    Yes
      2      US#4[M13]       60.00        0.40      14.00      66.9580     82.1250    Yes
      2      US#5[M16]       60.00        0.62      14.00      73.3750     81.5400     No
      2      US#5[M16]       60.00        0.62      11.50      81.5400     82.5000     No
      2      US#5[M16]       60.00        0.62       9.00      82.5000     84.7500     No
      2      US#5[M16]       60.00        0.62       7.50      84.7500     85.3750     No
      2      US#5[M16]       60.00        0.62       3.00      85.3750     85.6250     No
      2      US#4[M13]       60.00        0.40       9.00      82.1250     85.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      85.3750     85.8750     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  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 82.0000 86.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 29.3330       3.00 
      2 US#5[M16]           2.00 0.620 56.6670 86.0000       3.00 
      2 US#6[M19]           2.00 0.880 26.9163 59.0837       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.3400 in2       Ycg =  3.60 in
         P_init    =      850.7 kips  Ecc = 20.77 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    13.65 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.948 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.13 ksi    0.00 ksi
    due to Composite Loads                                 -1.87 ksi    0.00 ksi
    due to Live Loads                                      -5.55 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.11 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 13.65 ksi  ( 6.97 %)            12.86 ksi ( 6.56 %)
Total Prestress Losses                                    26.52 ksi (13.53 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    8.10   16.70   25.30   33.90   42.50
Self wt.  : M       0.0    68.6    71.1   207.2   379.4   502.4   576.3   600.9
(Max)       V      28.3    26.6    26.6    22.9    17.2    11.4     5.7     0.0
DL-Prec.  : M       0.0    13.4    13.9    40.5    74.2    98.2   112.7   117.5
DC(Max)     V       5.5     5.2     5.2     4.5     3.4     2.2     1.1     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    69.3    71.9   209.4   383.5   507.8   582.4   607.3
Haunch (Max)V      28.6    26.9    26.8    23.1    17.3    11.6     5.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.6     1.2     1.8     2.4     3.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.5    31.6    92.2   168.8   223.5   256.4   267.3
DC(Max)     V      12.6    11.8    11.8    10.2     7.6     5.1     2.5     0.0
DL-Comp   : M       0.0    13.6    14.1    41.1    75.3    99.7   114.3   119.2
DW(Max)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   173.3   179.6   520.0   940.2  1224.8  1393.0  1434.3
            V      91.2    87.5    87.3    79.2    67.0    54.7    38.2    25.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    91.2    87.5    87.3    79.2    67.7    56.6    46.0    35.8
            M      -0.0   171.2   177.3   506.6   892.7  1131.2  1231.2  1201.6
Total     : M+      0.0   369.0   382.4  1111.0  2022.6  2658.3  3037.5  3149.5
            V     171.8   163.4   163.1   144.5   116.0    87.4    54.5    26.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   171.8   163.4   163.1   144.5   116.7    89.3    62.4    35.9
            M      -0.0   366.8   380.1  1097.6  1975.1  2564.8  2875.7  2916.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.10   59.70   68.30   76.90   82.41   82.50   85.00
Self wt.  : M     576.3   502.4   379.4   207.2    71.1    68.6     0.0
(Max)       V       5.7    11.4    17.2    22.9    26.6    26.6    28.3
DL-Prec.  : M     112.7    98.2    74.2    40.5    13.9    13.4     0.0
DC(Max)     V       1.1     2.2     3.4     4.5     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     582.4   507.8   383.5   209.4    71.9    69.3     0.0
Haunch (Max)V       5.8    11.6    17.3    23.1    26.8    26.9    28.6
Diaphragm : M       2.4     1.8     1.2     0.6     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     256.4   223.5   168.8    92.2    31.6    30.5     0.0
DC(Max)     V       2.5     5.1     7.6    10.2    11.8    11.8    12.6
DL-Comp   : M     114.3    99.7    75.3    41.1    14.1    13.6     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   1393.0  1224.8   940.2   520.0   179.6   173.3     0.0
            V      38.2    54.7    67.0    79.2    87.3    87.5    91.2
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    46.0    56.6    67.7    79.2    87.3    87.5    91.2
            M    1231.2  1131.2   892.7   506.6   177.3   171.2     0.0
Total     : M+   3037.5  2658.3  2022.6  1111.0   382.4   369.0     0.0
            V      54.5    87.4   116.0   144.5   163.1   163.4   171.8
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    62.4    89.3   116.7   144.5   163.1   163.4   171.8
            M    2875.7  2564.8  1975.1  1097.6   380.1   366.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               28.3             28.3
Deck+Haunch            28.6             28.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.5              5.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           28.0             28.0
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
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    8.10   16.70   25.30   33.90   42.50
Self wt.  : M       0.0    68.6    71.1   207.2   379.4   502.4   576.3   600.9
(Max)       V      28.3    26.6    26.6    22.9    17.2    11.4     5.7     0.0
DL-Prec.  : M       0.0    13.4    13.9    40.5    74.2    98.2   112.7   117.5
DC(Max)     V       5.5     5.2     5.2     4.5     3.4     2.2     1.1     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    69.3    71.9   209.4   383.5   507.8   582.4   607.3
Haunch (Max)V      28.6    26.9    26.8    23.1    17.3    11.6     5.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.6     1.2     1.8     2.4     3.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.5    31.6    92.2   168.8   223.5   256.4   267.3
DC(Max)     V      12.6    11.8    11.8    10.2     7.6     5.1     2.5     0.0
DL-Comp   : M       0.0    13.6    14.1    41.1    75.3    99.7   114.3   119.2
DW(Max)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   138.7   143.7   416.0   752.2   979.8  1114.4  1147.4
            V      72.9    70.0    69.9    63.4    53.6    43.8    30.5    20.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    72.9    70.0    69.9    63.4    54.2    45.3    36.8    28.6
            M      -0.0   136.9   141.9   405.3   714.1   905.0   985.0   961.3
Total     : M+      0.0   334.4   346.5  1007.0  1834.6  2413.4  2758.9  2862.6
            V     153.6   145.9   145.6   128.6   102.6    76.5    46.9    20.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   153.6   145.9   145.6   128.7   103.1    78.0    53.2    28.7
            M      -0.0   332.6   344.7   996.3  1796.5  2338.5  2629.5  2676.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.10   59.70   68.30   76.90   82.41   82.50   85.00
Self wt.  : M     576.3   502.4   379.4   207.2    71.1    68.6     0.0
(Max)       V       5.7    11.4    17.2    22.9    26.6    26.6    28.3
DL-Prec.  : M     112.7    98.2    74.2    40.5    13.9    13.4     0.0
DC(Max)     V       1.1     2.2     3.4     4.5     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     582.4   507.8   383.5   209.4    71.9    69.3     0.0
Haunch (Max)V       5.8    11.6    17.3    23.1    26.8    26.9    28.6
Diaphragm : M       2.4     1.8     1.2     0.6     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     256.4   223.5   168.8    92.2    31.6    30.5     0.0
DC(Max)     V       2.5     5.1     7.6    10.2    11.8    11.8    12.6
DL-Comp   : M     114.3    99.7    75.3    41.1    14.1    13.6     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   1114.4   979.8   752.2   416.0   143.7   138.7     0.0
            V      30.5    43.8    53.6    63.4    69.9    70.0    72.9
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    36.8    45.3    54.2    63.4    69.9    70.0    72.9
            M     985.0   905.0   714.1   405.3   141.9   136.9     0.0
Total     : M+   2758.9  2413.4  1834.6  1007.0   346.5   334.4     0.0
            V      46.9    76.5   102.6   128.6   145.6   145.9   153.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    53.2    78.0   103.1   128.7   145.6   145.9   153.6
            M    2629.5  2338.5  1796.5   996.3   344.7   332.6     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    8.10   16.70   25.30   33.90   42.50
Self wt.  : M       0.0    85.8    88.9   259.0   474.3   628.1   720.3   751.1
(Max)       V      35.3    33.3    33.2    28.6    21.5    14.3     7.2     0.0
Self wt.  : M       0.0    61.7    64.0   186.5   341.5   452.2   518.6   540.8
(Min)       V      25.4    24.0    23.9    20.6    15.4    10.3     5.1     0.0
DL-Prec.  : M       0.0    16.8    17.4    50.6    92.7   122.8   140.8   146.8
DC(Max)     V       6.9     6.5     6.5     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0    12.1    12.5    36.5    66.8    88.4   101.4   105.7
DC(Min)     V       5.0     4.7     4.7     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    86.7    89.8   261.8   479.4   634.8   728.1   759.1
Haunch (Max)V      35.7    33.6    33.5    28.9    21.7    14.5     7.2     0.0
Deck +    : M       0.0    62.4    64.7   188.5   345.2   457.1   524.2   546.6
Haunch (Min)V      25.7    24.2    24.2    20.8    15.6    10.4     5.2     0.0
Diaphragm : M       0.0     0.2     0.2     0.7     1.5     2.3     3.0     3.8
(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     0.5     1.1     1.6     2.2     2.7
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    38.2    39.5   115.2   211.0   279.4   320.5   334.2
DC(Max)     V      15.7    14.8    14.8    12.7     9.5     6.4     3.2     0.0
DL-Comp   : M       0.0    27.5    28.5    83.0   151.9   201.2   230.7   240.6
DC(Min)     V      11.3    10.7    10.6     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    20.4    21.2    61.7   112.9   149.5   171.5   178.8
DW(Max)     V       8.4     7.9     7.9     6.8     5.1     3.4     1.7     0.0
DL-Comp   : M       0.0     8.8     9.2    26.7    48.9    64.8    74.3    77.5
DW(Min)     V       3.6     3.4     3.4     3.0     2.2     1.5     0.7     0.0
LL + I    : M+      0.0   303.3   314.3   909.9  1645.4  2143.3  2437.7  2510.0
            V     159.5   153.1   152.8   138.6   117.2    95.8    66.8    45.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   159.5   153.1   152.8   138.6   118.5    99.1    80.5    62.7
            M      -0.0   299.5   310.3   886.6  1562.2  1979.6  2154.6  2102.8
Total     : M+      0.0   551.3   571.3  1659.0  3017.2  3960.2  4521.9  4683.8
            V     261.7   249.3   248.8   221.3   179.3   137.2    87.5    45.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   261.7   249.3   248.8   221.4   180.5   140.5   101.2    62.7
            M      -0.0   547.5   567.3  1635.6  2934.0  3796.5  4238.8  4276.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.10   59.70   68.30   76.90   82.41   82.50   85.00
Self wt.  : M     720.3   628.1   474.3   259.0    88.9    85.8     0.0
(Max)       V       7.2    14.3    21.5    28.6    33.2    33.3    35.3
Self wt.  : M     518.6   452.2   341.5   186.5    64.0    61.7     0.0
(Min)       V       5.1    10.3    15.4    20.6    23.9    24.0    25.4
DL-Prec.  : M     140.8   122.8    92.7    50.6    17.4    16.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.5     6.5     6.9
DL-Prec.  : M     101.4    88.4    66.8    36.5    12.5    12.1     0.0
DC(Min)     V       1.0     2.0     3.0     4.0     4.7     4.7     5.0
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     728.1   634.8   479.4   261.8    89.8    86.7     0.0
Haunch (Max)V       7.2    14.5    21.7    28.9    33.5    33.6    35.7
Deck +    : M     524.2   457.1   345.2   188.5    64.7    62.4     0.0
Haunch (Min)V       5.2    10.4    15.6    20.8    24.2    24.2    25.7
Diaphragm : M       3.0     2.3     1.5     0.7     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       2.2     1.6     1.1     0.5     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     320.5   279.4   211.0   115.2    39.5    38.2     0.0
DC(Max)     V       3.2     6.4     9.5    12.7    14.8    14.8    15.7
DL-Comp   : M     230.7   201.2   151.9    83.0    28.5    27.5     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.6    10.7    11.3
DL-Comp   : M     171.5   149.5   112.9    61.7    21.2    20.4     0.0
DW(Max)     V       1.7     3.4     5.1     6.8     7.9     7.9     8.4
DL-Comp   : M      74.3    64.8    48.9    26.7     9.2     8.8     0.0
DW(Min)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.6
LL + I    : M+   2437.7  2143.3  1645.4   909.9   314.3   303.3     0.0
            V      66.8    95.8   117.2   138.6   152.8   153.1   159.5
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    80.5    99.1   118.5   138.6   152.8   153.1   159.5
            M    2154.6  1979.6  1562.2   886.6   310.3   299.5     0.0
Total     : M+   4521.9  3960.2  3017.2  1659.0   571.3   551.3     0.0
            V      87.5   137.2   179.3   221.3   248.8   249.3   261.7
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   101.2   140.5   180.5   221.4   248.8   249.3   261.7
            M    4238.8  3796.5  2934.0  1635.6   567.3   547.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               35.3             35.3
Deck+Haunch            35.7             35.7
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.9              6.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           42.1             42.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
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    8.10   16.70   25.30   33.90   42.50
Self wt.  : M       0.0    68.6    71.1   207.2   379.4   502.4   576.3   600.9
(Max)       V      28.3    26.6    26.6    22.9    17.2    11.4     5.7     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    13.4    13.9    40.5    74.2    98.2   112.7   117.5
DC(Max)     V       5.5     5.2     5.2     4.5     3.4     2.2     1.1     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    69.3    71.9   209.4   383.5   507.8   582.4   607.3
Haunch (Max)V      28.6    26.9    26.8    23.1    17.3    11.6     5.8     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     0.6     1.2     1.8     2.4     3.0
(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    30.5    31.6    92.2   168.8   223.5   256.4   267.3
DC(Max)     V      12.6    11.8    11.8    10.2     7.6     5.1     2.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    13.6    14.1    41.1    75.3    99.7   114.3   119.2
DW(Max)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     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   174.1   180.4   515.1   907.2  1175.4  1307.7  1280.6
            V      92.3    88.7    88.5    80.5    68.8    52.9    41.2    29.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    92.3    88.7    88.5    80.5    68.8    57.0    45.3    33.8
            M       0.0   174.1   180.4   515.1   907.2  1139.7  1212.6  1133.7
Total     : M+      0.0   369.8   383.2  1106.2  1989.6  2608.9  2952.2  2995.8
            V     172.9   164.6   164.3   145.8   117.8    85.6    57.5    29.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   172.9   164.6   164.3   145.8   117.8    89.7    61.7    33.9
            M       0.0   369.8   383.2  1106.2  1989.6  2573.2  2857.1  2848.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.10   59.70   68.30   76.90   82.41   82.50   85.00
Self wt.  : M     576.3   502.4   379.4   207.2    71.1    68.6     0.0
(Max)       V       5.7    11.4    17.2    22.9    26.6    26.6    28.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     112.7    98.2    74.2    40.5    13.9    13.4     0.0
DC(Max)     V       1.1     2.2     3.4     4.5     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     582.4   507.8   383.5   209.4    71.9    69.3     0.0
Haunch (Max)V       5.8    11.6    17.3    23.1    26.8    26.9    28.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       2.4     1.8     1.2     0.6     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       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     256.4   223.5   168.8    92.2    31.6    30.5     0.0
DC(Max)     V       2.5     5.1     7.6    10.2    11.8    11.8    12.6
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     114.3    99.7    75.3    41.1    14.1    13.6     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
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+   1307.7  1175.4   907.2   515.1   180.4   174.1     0.0
            V      41.2    52.9    68.8    80.5    88.5    88.7    92.3
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    45.3    57.0    68.8    80.5    88.5    88.7    92.3
            M    1212.6  1139.7   907.2   515.1   180.4   174.1     0.0
Total     : M+   2952.2  2608.9  1989.6  1106.2   383.2   369.8     0.0
            V      57.5    85.6   117.8   145.8   164.3   164.6   172.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    61.7    89.7   117.8   145.8   164.3   164.6   172.9
            M    2857.1  2573.2  1989.6  1106.2   383.2   369.8     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.60   17.20   25.80   34.40   43.00   30.10
 
Beam-Self
Precast-top    0.137   0.366   0.647   0.841   0.955   0.995   0.908 
Bottom        -0.110  -0.291  -0.509  -0.654  -0.739  -0.770  -0.704 
 
Prestress
Precast-top    0.291   0.014  -0.405  -0.812  -1.009  -1.009  -1.009 
Bottom         2.072   2.287   2.605   2.907   3.051   3.051   3.051 
 
Total
Precast-top    0.429   0.380   0.242   0.029  -0.054  -0.014  -0.102 
Bottom         1.962   1.996   2.096   2.253   2.312   2.281   2.346 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.97 %)
             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    8.10   16.70   25.30   33.90   42.50
 
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   0.018   0.018   0.054   0.097   0.128   0.146   0.153 
Precast-top    0.063   0.518   0.524   0.810   1.100   1.199   1.295   1.389 
Bottom         0.298   1.565   1.560   1.278   0.984   0.863   0.763   0.682 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.60   17.20   25.80   34.40   43.00   30.10
 
Beam-Self
Precast-top    0.137   0.366   0.647   0.841   0.955   0.995   0.908 
Bottom        -0.110  -0.291  -0.509  -0.654  -0.739  -0.770  -0.704 
 
Prestress
Precast-top    0.291   0.014  -0.405  -0.812  -1.009  -1.009  -1.009 
Bottom         2.072   2.287   2.605   2.907   3.051   3.051   3.051 
 
Total
Precast-top    0.429   0.380   0.242   0.029  -0.054  -0.014  -0.102 
Bottom         1.962   1.996   2.096   2.253   2.312   2.281   2.346 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.97 %)
             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    8.10   16.70   25.30   33.90   42.50
 
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    8.10   16.70   25.30   33.90   42.50
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   0.079   0.082   0.234   0.411   0.530   0.590   0.582 
Precast-top    0.031   0.313   0.317   0.563   0.827   0.957   1.044   1.083 
Bottom         0.149   0.638   0.630   0.213  -0.249  -0.517  -0.667  -0.685 
 

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
    261.7    7.0   58.8    0.327   4.5   6.00e-3 50.0    261.0     1.062    5.493      0.50
      0.0    0.5   58.6     31.5 0.140      25.3 0.87    12.00     0.099    1.779 
Transfer:   3.00
    249.3    7.0   58.8    1.965  27.2   1.30e-3 33.6    180.7     0.417    1.360      0.00
    547.5    2.7   57.5    189.0 0.124      69.1 2.43    24.00     0.099    1.914 
Critical:   5.28
    237.9    7.0   58.8    2.238  27.2  -0.00e-3 29.0    101.0     0.195    0.874      0.00
    993.4    3.0   57.3    189.0 0.118     136.2 4.80    24.00     0.099    2.000 
0.1L    :   8.60
    221.4    7.0   58.8    2.632  27.2   0.54e-3 30.9    122.6     0.257    0.874      0.00
   1635.6    3.6   57.0    189.0 0.110      96.2 3.41    24.00     0.099    2.140 
0.2L    :  17.20
    180.5    7.0   52.9    4.340  27.2   0.20e-3 29.7     68.6     0.154    0.343      0.00
   2934.0    4.1   50.9    189.0 0.097     104.9 4.17    24.00     0.099    1.420 
0.3L    :  25.80
    140.5    7.0   56.7    4.340  27.2   1.02e-3 32.6     55.3     0.129    0.282      0.00
   3796.5    4.1   54.7    189.0 0.067      73.6 2.72    24.00     0.099    1.420 
0.4L    :  34.40
    101.2    7.0   58.6    4.340   0.0   1.45e-3 34.1     48.2     0.115    0.282      0.00
   4238.8    4.1   56.6    189.0 0.057      64.3 2.30    24.00     0.099    1.621 
0.5L    :  43.00
     62.7    7.0   58.6    4.340   0.0   1.21e-3 33.2      0.0     0.099    0.282      0.00
   4276.6    4.1   56.6    189.0 0.035      70.6 2.52    24.00     0.099    2.762 
0.6L    :  51.60
    101.2    7.0   58.6    4.340   0.0   1.45e-3 34.1     48.2     0.115    0.282      0.00
   4238.8    4.1   56.6    189.0 0.057      64.3 2.30    24.00     0.099    1.621 
0.7L    :  60.20
    140.5    7.0   56.7    4.340  27.2   1.02e-3 32.6     55.3     0.129    0.282      0.00
   3796.5    4.1   54.7    189.0 0.067      73.6 2.72    24.00     0.099    1.420 
0.8L    :  68.80
    180.5    7.0   52.9    4.340  27.2   0.20e-3 29.7     68.6     0.154    0.343      0.00
   2934.0    4.1   50.9    189.0 0.097     104.9 4.17    24.00     0.099    1.420 
0.9L    :  77.40
    221.4    7.0   58.8    2.632  27.2   0.54e-3 30.9    122.6     0.257    0.874      0.00
   1635.6    3.6   57.0    189.0 0.110      96.2 3.41    24.00     0.099    2.140 
Critical:  80.72
    237.9    7.0   58.8    2.238  27.2  -0.00e-3 29.0    101.0     0.195    0.874      0.00
    993.4    3.0   57.3    189.0 0.118     136.2 4.80    24.00     0.099    2.000 
Transfer:  83.00
    249.3    7.0   58.8    1.965  27.2   1.30e-3 33.6    180.7     0.417    1.360      0.00
    547.5    2.7   57.5    189.0 0.124      69.1 2.43    24.00     0.099    1.914 
Bearing :  85.50
    261.7    7.0   58.8    0.327   4.5   6.00e-3 50.0    261.0     1.062    5.493      0.50
      0.0    0.5   58.6     31.5 0.140      25.3 0.87    12.00     0.099    1.779 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  850.73
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.70
 
 
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
    261.7      4.96     58.82    0.45       58.60    24.00      0.160      1.254      0.097      0.533 
Transfer:      2.50
    249.3      4.82     58.82    2.67       57.49    24.00      0.160      1.206      0.068      0.533 
Critical:      4.78
    237.9      4.61     58.82    3.03       57.31    24.00      0.160      1.138      0.027      0.343 
0.1L    :      8.10
    221.4      4.31     58.82    3.55       57.04    24.00      0.160      1.037      0.000      0.343 
0.2L    :     16.70
    180.5      3.94     52.93    4.10       50.88    24.00      0.160      0.914      0.000      0.343 
0.3L    :     25.30
    140.5      2.85     56.74    4.10       54.69    24.00      0.160      0.552      0.000      0.282 
0.4L    :     33.90
    101.2      1.99     58.65    4.11       56.60    24.00      0.160      0.263      0.000      0.282 
0.5L    :     42.50
     62.7      1.23     58.65    4.11       56.60    24.00      0.160      0.011      0.000      0.282 
0.6L    :     51.10
    101.2      1.99     58.65    4.11       56.60    24.00      0.160      0.263      0.000      0.282 
0.7L    :     59.70
    140.5      2.85     56.74    4.10       54.69    24.00      0.160      0.552      0.000      0.282 
0.8L    :     68.30
    180.5      3.94     52.93    4.10       50.88    24.00      0.160      0.914      0.000      0.343 
0.9L    :     76.90
    221.4      4.31     58.82    3.55       57.04    24.00      0.160      1.037      0.000      0.343 
Critical:     80.22
    237.9      4.61     58.82    3.03       57.31    24.00      0.160      1.138      0.027      0.343 
Transfer:     82.50
    249.3      4.82     58.82    2.67       57.49    24.00      0.160      1.206      0.068      0.533 
Bearing :     85.00
    261.7      4.96     58.82    0.45       58.60    24.00      0.160      1.254      0.097      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.10 ft
Prestress      :       0.750  1.80      1.350  2.20      1.650
Self Wt.       :      -0.290  1.85     -0.536  2.40     -0.695
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.460            0.814            0.955
 
At 0.2 x L = 16.70 ft
Prestress      :       1.367  1.80      2.460  2.20      3.007
Self Wt.       :      -0.542  1.85     -1.003  2.40     -1.301
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.825            1.458            1.706
 
At 0.3 x L = 25.30 ft
Prestress      :       1.812  1.80      3.262  2.20      3.987
Self Wt.       :      -0.731  1.85     -1.353  2.40     -1.755
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          :       1.081            1.909            2.232
 
At 0.4 x L = 33.90 ft
Prestress      :       2.084  1.80      3.751  2.20      4.584
Self Wt.       :      -0.849  1.85     -1.571  2.40     -2.038
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          :       1.235            2.180            2.546
 
At 0.5 x L = 42.50 ft
Prestress      :       2.182  1.80      3.928  2.20      4.801
Self Wt.       :      -0.892  1.85     -1.650  2.40     -2.140
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          :       1.290            2.278            2.661
 
At 0.6 x L = 51.10 ft
Prestress      :       2.084  1.80      3.751  2.20      4.584
Self Wt.       :      -0.849  1.85     -1.571  2.40     -2.038
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          :       1.235            2.180            2.546
 
At 0.7 x L = 59.70 ft
Prestress      :       1.812  1.80      3.262  2.20      3.987
Self Wt.       :      -0.731  1.85     -1.353  2.40     -1.755
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          :       1.081            1.909            2.232
 
At 0.8 x L = 68.30 ft
Prestress      :       1.367  1.80      2.460  2.20      3.007
Self Wt.       :      -0.542  1.85     -1.003  2.40     -1.301
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.825            1.458            1.706
 
At 0.9 x L = 76.90 ft
Prestress      :       0.750  1.80      1.350  2.20      1.650
Self Wt.       :      -0.290  1.85     -0.536  2.40     -0.695
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.460            0.814            0.955
 

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
   551.3    46.6  2.807  264.9    3.1   2.67   2807.0  0.055T 1.00       -       -     -     -  
H/2     :   2.59
   571.3    46.7  2.823  264.9    3.2   2.68   2824.8  0.054T 1.00       -       -     -     -  
0.1L    :   8.10
  1659.0    49.1  3.760  263.6    4.2   3.55   3909.4  0.040T 1.00       -       -     -     -  
0.2L    :  16.70
  3017.2    52.9  4.340  263.1    4.8   4.10   4841.9  0.035T 1.00    562.2   562.2    8.61    -  
0.3L    :  25.30
  3960.2    56.7  4.340  263.6    4.8   4.10   5213.4  0.034T 1.00    431.6   431.6   12.08    -  
0.4L    :  33.90
  4521.9    58.6  4.340  263.8    4.8   4.11   5399.3  0.034T 1.00    355.5   355.5   15.19    -  
0.5L    :  42.50
  4683.8    58.6  4.340  263.8    4.8   4.11   5399.3  0.034T 1.00    324.7   324.7   16.63    -  
0.6L    :  51.10
  4521.9    58.6  4.340  263.8    4.8   4.11   5399.3  0.034T 1.00    355.5   355.5   15.19    -  
0.7L    :  59.70
  3960.2    56.7  4.340  263.6    4.8   4.10   5213.4  0.034T 1.00    431.6   431.6   12.08    -  
0.8L    :  68.30
  3017.2    52.9  4.340  263.1    4.8   4.10   4841.9  0.035T 1.00    562.2   562.2    8.61    -  
0.9L    :  76.90
  1659.0    49.1  3.760  263.6    4.2   3.55   3909.4  0.040T 1.00       -       -     -     -  
H/2     :  82.41
   571.3    46.7  2.823  264.9    3.2   2.68   2824.8  0.054T 1.00       -       -     -     -  
Transfer:  82.50
   551.3    46.6  2.807  264.9    3.1   2.67   2807.0  0.055T 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 1-10; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.007
        M   2.00 Fb     0.225
 
  2   2 E  50.50 Ft     0.394
        M   6.00 Fb     0.146
 
  3   2 E  48.50 Ft     0.757
        M   4.00 Fb     0.085
 
  4   2 E  46.50 Ft     1.097
        M   2.00 Fb     0.043
 
  5   2 E   6.00 Ft     1.013
        M   6.00 Fb     0.341
 
  6   2 E   4.00 Ft     0.906
        M   4.00 Fb     0.657
 
  7   2 E   4.00 Ft     0.798
        M   4.00 Fb     0.974
 
  8   2 E   4.00 Ft     0.691
        M   4.00 Fb     1.291
 
  9   2 E   2.00 Ft     0.560
        M   2.00 Fb     1.626
 
 10   2 E   2.00 Ft     0.429
        M   2.00 Fb     1.962
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 86.00            Release Length, ft: 86.00
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  20
No. of strands, Draped:   6           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  6.97 %               Final losses: 13.53 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.346     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.054   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5399.27     4683.82     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   0.153     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.389     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.565    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   1.083     Midspan
    Pre.Bot:                                                             2.000   0.638    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.182  1.80      3.928  2.20      4.801
Self Wt.       :      -0.892  1.85     -1.650  2.40     -2.140
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          :       1.290            2.278            2.661
 
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

