 
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 75 feet, girder spacing is 7.5 feet, and deck overhang width is 3 feet 
                     and 1 inch.
                     (2)The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from 11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3)The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.0 inches.
                     (4)The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to that 
                     evenly distributed to a four-girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail. 
                     (5)One steel diaphragm of 0.285 kips is at the center of span. 
                     (6)Live load moment and shear distribution factor is determined based on 0- and 60-degree 
                     skews, respectively.  
                     (7)Total initial prestress is based on 72.6% f's (f's = 270 ksi) and 0.6-inch diameter strands 
                     with As = 0.217 square inches.
                     (8)There is a hold-down point is at 0.40L of the beam length.
                     (9)The beam lifting and supporting points are 1.375' and 3.8', 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_7f5c.tmp\D75-0_40\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       36.167
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       33.001
Number of spans         =            1
Number of lanes         =            2
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       20.000
Bridge c/s,MI(Ixx), in4 =   2826832.75
 
SPAN DATA
---------
Precast length    , ft =     76.000
Bearing-to-bearing, ft =     75.000
Release span      , ft =     76.000
 
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 0.40L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: NO
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.056    0.00       0.056   75.00   Additional Overhang
   1    1    DC Line        0.010    0.00       0.010   75.00   Additional Haunch
   1    1    DC Line        0.064    0.00       0.064   75.00   Sacrificial Wearing Surface
   1    2    DC Line        0.010    0.00       0.010   75.00   Additional Haunch
   1    2    DC Line        0.070    0.00       0.070   75.00   Sacrificial Wearing Surface
   1    3    DC Line        0.010    0.00       0.010   75.00   Additional Haunch
   1    3    DC Line        0.070    0.00       0.070   75.00   Sacrificial Wearing Surface
   1    4    DC Line        0.010    0.00       0.010   75.00   Additional Haunch
   1    4    DC Line        0.070    0.00       0.070   75.00   Sacrificial Wearing Surface
   1    5    DC Line        0.056    0.00       0.056   75.00   Additional Overhang
   1    5    DC Line        0.010    0.00       0.010   75.00   Additional Haunch
   1    5    DC Line        0.064    0.00       0.064   75.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.143   37.500
   1    2        0.285   37.500
   1    3        0.285   37.500
   1    4        0.285   37.500
   1    5        0.143   37.500
 
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   75.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   75.00   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    0.068     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:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 30.40 ft from member end )
 
END PATTERN (Ycg = 17.72 in):
 
  6 @  2.000 in 4 @  4.000 in 2 @  6.000 in 2 @ 42.500 in 
  2 @ 46.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 4.89 in):
(A) Draped:
 
  2 @  4.000 in 2 @  8.000 in 2 @ 12.000 in  
 
(B) Straight:
 
  6 @  2.000 in 4 @  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#4[M13]  60.0  0.40   12.00  3.8750 11.8750 Yes       
       2 US#4[M13]  60.0  0.40   13.50 11.8750 13.0000 Yes       
       2 US#5[M16]  60.0  0.62   10.50  3.5000  4.3750 No        
       2 US#5[M16]  60.0  0.62   12.00  4.3750  8.3750 No        
       2 US#4[M13]  60.0  0.40   15.00 13.0000 15.5000 Yes       
       2 US#4[M13]  60.0  0.40   18.00 15.5000 60.5000 Yes       
       2 US#4[M13]  60.0  0.40   15.00 60.5000 63.0000 Yes       
       2 US#4[M13]  60.0  0.40   13.50 63.0000 64.1250 Yes       
       2 US#4[M13]  60.0  0.40   12.00 64.1250 72.1250 Yes       
       2 US#5[M16]  60.0  0.62   12.00 67.6250 71.6250 No        
       2 US#5[M16]  60.0  0.62   10.50 71.6250 72.5000 No        
       2 US#4[M13]  60.0  0.40    9.00 72.1250 75.8750 Yes       
       2 US#5[M16]  60.0  0.62    9.00 72.5000 74.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 74.7500 75.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 75.3750 75.6250 No        
       2 US#5[M16]  60.0  0.62    3.00 75.3750 75.8750 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 72.0000 76.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 25.8333       3.00 
      2 US#5[M16]           2.00 0.620 50.1670 76.0000       3.00 
      2 US#6[M19]           2.00 0.880 23.4163 52.5837       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 30.40 ft from member end )
 
END PATTERN (Ycg = 17.72 in):
 
  6 @  2.000 in 4 @  4.000 in 2 @  6.000 in 2 @ 42.500 in 
  2 @ 46.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 4.89 in):
(A) Draped:
 
  2 @  4.000 in 2 @  8.000 in 2 @ 12.000 in  
 
(B) Straight:
 
  6 @  2.000 in 4 @  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#4[M13]  60.0  0.40   12.00  3.8750 11.8750 Yes       
       2 US#4[M13]  60.0  0.40   13.50 11.8750 13.0000 Yes       
       2 US#5[M16]  60.0  0.62   10.50  3.5000  4.3750 No        
       2 US#5[M16]  60.0  0.62   12.00  4.3750  8.3750 No        
       2 US#4[M13]  60.0  0.40   15.00 13.0000 15.5000 Yes       
       2 US#4[M13]  60.0  0.40   18.00 15.5000 60.5000 Yes       
       2 US#4[M13]  60.0  0.40   15.00 60.5000 63.0000 Yes       
       2 US#4[M13]  60.0  0.40   13.50 63.0000 64.1250 Yes       
       2 US#4[M13]  60.0  0.40   12.00 64.1250 72.1250 Yes       
       2 US#5[M16]  60.0  0.62   12.00 67.6250 71.6250 No        
       2 US#5[M16]  60.0  0.62   10.50 71.6250 72.5000 No        
       2 US#4[M13]  60.0  0.40    9.00 72.1250 75.8750 Yes       
       2 US#5[M16]  60.0  0.62    9.00 72.5000 74.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 74.7500 75.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 75.3750 75.6250 No        
       2 US#5[M16]  60.0  0.62    3.00 75.3750 75.8750 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 72.0000 76.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 25.8333       3.00 
      2 US#5[M16]           2.00 0.620 50.1670 76.0000       3.00 
      2 US#6[M19]           2.00 0.880 23.4163 52.5837       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 30.40 ft from member end )
 
END PATTERN (Ycg = 17.72 in):
 
  6 @  2.000 in 4 @  4.000 in 2 @  6.000 in 2 @ 42.500 in 
  2 @ 46.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 4.89 in):
(A) Draped:
 
  2 @  4.000 in 2 @  8.000 in 2 @ 12.000 in  
 
(B) Straight:
 
  6 @  2.000 in 4 @  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#4[M13]  60.0  0.40   12.00  3.8750 11.8750 Yes       
       2 US#4[M13]  60.0  0.40   13.50 11.8750 13.0000 Yes       
       2 US#5[M16]  60.0  0.62   10.50  3.5000  4.3750 No        
       2 US#5[M16]  60.0  0.62   12.00  4.3750  8.3750 No        
       2 US#4[M13]  60.0  0.40   15.00 13.0000 15.5000 Yes       
       2 US#4[M13]  60.0  0.40   18.00 15.5000 60.5000 Yes       
       2 US#4[M13]  60.0  0.40   15.00 60.5000 63.0000 Yes       
       2 US#4[M13]  60.0  0.40   13.50 63.0000 64.1250 Yes       
       2 US#4[M13]  60.0  0.40   12.00 64.1250 72.1250 Yes       
       2 US#5[M16]  60.0  0.62   12.00 67.6250 71.6250 No        
       2 US#5[M16]  60.0  0.62   10.50 71.6250 72.5000 No        
       2 US#4[M13]  60.0  0.40    9.00 72.1250 75.8750 Yes       
       2 US#5[M16]  60.0  0.62    9.00 72.5000 74.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 74.7500 75.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 75.3750 75.6250 No        
       2 US#5[M16]  60.0  0.62    3.00 75.3750 75.8750 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 72.0000 76.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 25.8333       3.00 
      2 US#5[M16]           2.00 0.620 50.1670 76.0000       3.00 
      2 US#6[M19]           2.00 0.880 23.4163 52.5837       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 30.40 ft from member end )
 
END PATTERN (Ycg = 17.72 in):
 
  6 @  2.000 in 4 @  4.000 in 2 @  6.000 in 2 @ 42.500 in 
  2 @ 46.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 4.89 in):
(A) Draped:
 
  2 @  4.000 in 2 @  8.000 in 2 @ 12.000 in  
 
(B) Straight:
 
  6 @  2.000 in 4 @  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#4[M13]  60.0  0.40   12.00  3.8750 11.8750 Yes       
       2 US#4[M13]  60.0  0.40   13.50 11.8750 13.0000 Yes       
       2 US#5[M16]  60.0  0.62   10.50  3.5000  4.3750 No        
       2 US#5[M16]  60.0  0.62   12.00  4.3750  8.3750 No        
       2 US#4[M13]  60.0  0.40   15.00 13.0000 15.5000 Yes       
       2 US#4[M13]  60.0  0.40   18.00 15.5000 60.5000 Yes       
       2 US#4[M13]  60.0  0.40   15.00 60.5000 63.0000 Yes       
       2 US#4[M13]  60.0  0.40   13.50 63.0000 64.1250 Yes       
       2 US#4[M13]  60.0  0.40   12.00 64.1250 72.1250 Yes       
       2 US#5[M16]  60.0  0.62   12.00 67.6250 71.6250 No        
       2 US#5[M16]  60.0  0.62   10.50 71.6250 72.5000 No        
       2 US#4[M13]  60.0  0.40    9.00 72.1250 75.8750 Yes       
       2 US#5[M16]  60.0  0.62    9.00 72.5000 74.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 74.7500 75.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 75.3750 75.6250 No        
       2 US#5[M16]  60.0  0.62    3.00 75.3750 75.8750 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 72.0000 76.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 25.8333       3.00 
      2 US#5[M16]           2.00 0.620 50.1670 76.0000       3.00 
      2 US#6[M19]           2.00 0.880 23.4163 52.5837       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 30.40 ft from member end )
 
END PATTERN (Ycg = 17.72 in):
 
  6 @  2.000 in 4 @  4.000 in 2 @  6.000 in 2 @ 42.500 in 
  2 @ 46.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 4.89 in):
(A) Draped:
 
  2 @  4.000 in 2 @  8.000 in 2 @ 12.000 in  
 
(B) Straight:
 
  6 @  2.000 in 4 @  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#4[M13]  60.0  0.40   12.00  3.8750 11.8750 Yes       
       2 US#4[M13]  60.0  0.40   13.50 11.8750 13.0000 Yes       
       2 US#5[M16]  60.0  0.62   10.50  3.5000  4.3750 No        
       2 US#5[M16]  60.0  0.62   12.00  4.3750  8.3750 No        
       2 US#4[M13]  60.0  0.40   15.00 13.0000 15.5000 Yes       
       2 US#4[M13]  60.0  0.40   18.00 15.5000 60.5000 Yes       
       2 US#4[M13]  60.0  0.40   15.00 60.5000 63.0000 Yes       
       2 US#4[M13]  60.0  0.40   13.50 63.0000 64.1250 Yes       
       2 US#4[M13]  60.0  0.40   12.00 64.1250 72.1250 Yes       
       2 US#5[M16]  60.0  0.62   12.00 67.6250 71.6250 No        
       2 US#5[M16]  60.0  0.62   10.50 71.6250 72.5000 No        
       2 US#4[M13]  60.0  0.40    9.00 72.1250 75.8750 Yes       
       2 US#5[M16]  60.0  0.62    9.00 72.5000 74.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 74.7500 75.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 75.3750 75.6250 No        
       2 US#5[M16]  60.0  0.62    3.00 75.3750 75.8750 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 72.0000 76.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 25.8333       3.00 
      2 US#5[M16]           2.00 0.620 50.1670 76.0000       3.00 
      2 US#6[M19]           2.00 0.880 23.4163 52.5837       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   75.00
     DC  Line       0.010      0.00       0.010   75.00
     DC  Line       0.064      0.00       0.064   75.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    37.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 76.000 ft
Release length = 76.000 ft
Design  length = 75.000 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)  : 0.634   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.746   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.804   (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     7.10    14.70    22.30    29.90    37.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    642.6    662.2    662.2    662.2    662.2    662.2    662.2    662.2
  Yb      ,  in    24.33    24.09    24.09    24.02    23.91    23.79    23.68    23.68
  MI(Ixx) , in4   215157   216392   216406   217173   218837   220968   223564   223564
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1182.4   1200.8   1200.8   1200.8   1200.8   1200.8   1200.8   1200.8
  Yb      ,  in    39.85    39.49    39.49    39.45    39.39    39.34    39.28    39.28
  MI(Ixx) , in4   556714   566797   566837   568852   572605   576805   581450   581450

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:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 30.40 ft from member end )
END PATTERN (Ycg = 17.72 in):
     6 @  2.000 in     4 @  4.000 in     2 @  6.000 in     2 @ 42.500 in
     2 @ 46.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 4.89 in):
(A) Draped:
     2 @  4.000 in     2 @  8.000 in     2 @ 12.000 in
(B) Straight:
     6 @  2.000 in     4 @  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     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.982 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.978 ft
Holddown Force        =  26.786 kips     Beam Shrtng (PL/AE)   =      0.259 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)       
--------------------------------------------------------------------------------------
      1370.026         740 1013.819     12.485 50563.863   642.840     201.811        
 
 
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#4[M13]       60.00        0.40      12.00       3.8750     11.8750    Yes
      2      US#4[M13]       60.00        0.40      13.50      11.8750     13.0000    Yes
      2      US#5[M16]       60.00        0.62      10.50       3.5000      4.3750     No
      2      US#5[M16]       60.00        0.62      12.00       4.3750      8.3750     No
      2      US#4[M13]       60.00        0.40      15.00      13.0000     15.5000    Yes
      2      US#4[M13]       60.00        0.40      18.00      15.5000     60.5000    Yes
      2      US#4[M13]       60.00        0.40      15.00      60.5000     63.0000    Yes
      2      US#4[M13]       60.00        0.40      13.50      63.0000     64.1250    Yes
      2      US#4[M13]       60.00        0.40      12.00      64.1250     72.1250    Yes
      2      US#5[M16]       60.00        0.62      12.00      67.6250     71.6250     No
      2      US#5[M16]       60.00        0.62      10.50      71.6250     72.5000     No
      2      US#4[M13]       60.00        0.40       9.00      72.1250     75.8750    Yes
      2      US#5[M16]       60.00        0.62       9.00      72.5000     74.7500     No
      2      US#5[M16]       60.00        0.62       7.50      74.7500     75.3750     No
      2      US#5[M16]       60.00        0.62       3.00      75.3750     75.6250     No
      2      US#5[M16]       60.00        0.62       3.00      75.3750     75.8750     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 72.0000 76.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 25.8333       3.00 
      2 US#5[M16]           2.00 0.620 50.1670 76.0000       3.00 
      2 US#6[M19]           2.00 0.880 23.4163 52.5837       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  4.89 in
         P_init    =      765.7 kips  Ecc = 19.48 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.23 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.746 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.80 ksi    0.00 ksi
    due to Composite Loads                                 -1.42 ksi    0.00 ksi
    due to Live Loads                                      -4.52 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                        10.90 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.23 ksi  ( 6.24 %)            14.46 ksi ( 7.38 %)
Total Prestress Losses                                    26.69 ksi (13.62 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.3 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    7.10   14.70   22.30   29.90   37.50
Self wt.  : M       0.0    60.3    62.5   160.4   294.9   390.9   448.6   467.8
(Max)       V      24.9    23.3    23.2    20.2    15.2    10.1     5.1     0.0
DL-Prec.  : M       0.0    11.8    12.2    31.4    57.6    76.4    87.7    91.4
DC(Max)     V       4.9     4.6     4.5     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
Deck +    : M       0.0    60.9    63.1   162.1   298.0   395.1   453.3   472.8
Haunch (Max)V      25.2    23.5    23.5    20.4    15.3    10.2     5.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.1     1.6     2.1     2.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.8    27.8    71.3   131.2   173.9   199.6   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    12.0    12.4    31.8    58.5    77.6    89.0    92.8
DW(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   165.2   171.2   436.2   790.2  1027.3  1167.0  1198.8
            V      86.7    82.7    82.6    75.4    63.8    52.1    36.8    25.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    86.7    82.7    82.6    75.4    64.4    53.8    43.6    33.7
            M       0.0   169.0   175.0   436.2   753.1   954.4  1036.8  1007.1
Total     : M+      0.0   337.2   349.4   893.7  1631.4  2142.8  2447.3  2534.4
            V     157.9   149.2   148.8   133.1   107.1    81.0    51.2    25.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   157.9   149.2   148.8   133.1   107.7    82.7    58.1    33.8
            M       0.0   341.0   353.2   893.7  1594.4  2070.0  2317.1  2342.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.10   52.70   60.30   67.90   72.41   72.50   75.00
Self wt.  : M     448.6   390.9   294.9   160.4    62.5    60.3     0.0
(Max)       V       5.1    10.1    15.2    20.2    23.2    23.3    24.9
DL-Prec.  : M      87.7    76.4    57.6    31.4    12.2    11.8     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.6     4.9
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     453.3   395.1   298.0   162.1    63.1    60.9     0.0
Haunch (Max)V       5.1    10.2    15.3    20.4    23.5    23.5    25.2
Diaphragm : M       2.1     1.6     1.1     0.5     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     199.6   173.9   131.2    71.3    27.8    26.8     0.0
DC(Max)     V       2.2     4.5     6.7     9.0    10.3    10.4    11.1
DL-Comp   : M      89.0    77.6    58.5    31.8    12.4    12.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
LL + I    : M+   1167.0  1027.3   790.2   436.2   171.2   165.2     0.0
            V      36.8    52.1    63.8    75.4    82.6    82.7    86.7
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    43.6    53.8    64.4    75.4    82.6    82.7    86.7
            M    1036.8   954.4   753.1   436.2   175.0   169.0     0.0
Total     : M+   2447.3  2142.8  1631.4   893.7   349.4   337.2     0.0
            V      51.2    81.0   107.1   133.1   148.8   149.2   157.9
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    58.1    82.7   107.7   133.1   148.8   149.2   157.9
            M    2317.1  2070.0  1594.4   893.7   353.2   341.0     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.9             24.9
Deck+Haunch            25.2             25.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           24.7             24.7
Live                   87.0             87.0
        Truck          63.0             63.0
        Lane           24.0             24.0
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    7.10   14.70   22.30   29.90   37.50
Self wt.  : M       0.0    60.3    62.5   160.4   294.9   390.9   448.6   467.8
(Max)       V      24.9    23.3    23.2    20.2    15.2    10.1     5.1     0.0
DL-Prec.  : M       0.0    11.8    12.2    31.4    57.6    76.4    87.7    91.4
DC(Max)     V       4.9     4.6     4.5     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
Deck +    : M       0.0    60.9    63.1   162.1   298.0   395.1   453.3   472.8
Haunch (Max)V      25.2    23.5    23.5    20.4    15.3    10.2     5.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.1     1.6     2.1     2.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.8    27.8    71.3   131.2   173.9   199.6   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    12.0    12.4    31.8    58.5    77.6    89.0    92.8
DW(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   132.2   136.9   349.0   632.1   821.8   933.6   959.0
            V      69.4    66.2    66.1    60.3    51.0    41.7    29.4    20.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.4    66.2    66.1    60.3    51.5    43.0    34.9    27.0
            M       0.0   135.2   140.0   349.0   602.5   763.6   829.4   805.7
Total     : M+      0.0   304.2   315.1   806.4  1473.4  1937.4  2213.9  2294.6
            V     140.5   132.6   132.3   118.0    94.3    70.6    43.9    20.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   140.5   132.6   132.3   118.0    94.8    71.9    49.3    27.1
            M       0.0   307.2   318.2   806.4  1443.7  1879.1  2109.7  2141.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.10   52.70   60.30   67.90   72.41   72.50   75.00
Self wt.  : M     448.6   390.9   294.9   160.4    62.5    60.3     0.0
(Max)       V       5.1    10.1    15.2    20.2    23.2    23.3    24.9
DL-Prec.  : M      87.7    76.4    57.6    31.4    12.2    11.8     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.6     4.9
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     453.3   395.1   298.0   162.1    63.1    60.9     0.0
Haunch (Max)V       5.1    10.2    15.3    20.4    23.5    23.5    25.2
Diaphragm : M       2.1     1.6     1.1     0.5     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     199.6   173.9   131.2    71.3    27.8    26.8     0.0
DC(Max)     V       2.2     4.5     6.7     9.0    10.3    10.4    11.1
DL-Comp   : M      89.0    77.6    58.5    31.8    12.4    12.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
LL + I    : M+    933.6   821.8   632.1   349.0   136.9   132.2     0.0
            V      29.4    41.7    51.0    60.3    66.1    66.2    69.4
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    34.9    43.0    51.5    60.3    66.1    66.2    69.4
            M     829.4   763.6   602.5   349.0   140.0   135.2     0.0
Total     : M+   2213.9  1937.4  1473.4   806.4   315.1   304.2     0.0
            V      43.9    70.6    94.3   118.0   132.3   132.6   140.5
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    49.3    71.9    94.8   118.0   132.3   132.6   140.5
            M    2109.7  1879.1  1443.7   806.4   318.2   307.2     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    7.10   14.70   22.30   29.90   37.50
Self wt.  : M       0.0    75.4    78.1   200.5   368.6   488.7   560.7   584.7
(Max)       V      31.2    29.1    29.0    25.3    19.0    12.6     6.3     0.0
Self wt.  : M       0.0    54.3    56.2   144.3   265.4   351.8   403.7   421.0
(Min)       V      22.5    21.0    20.9    18.2    13.7     9.1     4.6     0.0
DL-Prec.  : M       0.0    14.7    15.3    39.2    72.1    95.5   109.6   114.3
DC(Max)     V       6.1     5.7     5.7     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0    10.6    11.0    28.2    51.9    68.8    78.9    82.3
DC(Min)     V       4.4     4.1     4.1     3.6     2.7     1.8     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    76.2    78.9   202.6   372.5   493.9   566.7   590.9
Haunch (Max)V      31.5    29.4    29.3    25.5    19.2    12.8     6.4     0.0
Deck +    : M       0.0    54.8    56.8   145.9   268.2   355.6   408.0   425.5
Haunch (Min)V      22.7    21.2    21.1    18.4    13.8     9.2     4.6     0.0
Diaphragm : M       0.0     0.2     0.2     0.6     1.3     2.0     2.7     3.4
(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     0.9     1.4     1.9     2.4
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.5    34.7    89.2   164.0   217.4   249.5   260.2
DC(Max)     V      13.9    13.0    12.9    11.2     8.4     5.6     2.8     0.0
DL-Comp   : M       0.0    24.1    25.0    64.2   118.1   156.5   179.6   187.3
DC(Min)     V      10.0     9.3     9.3     8.1     6.1     4.0     2.0     0.0
DL-Comp   : M       0.0    17.9    18.6    47.7    87.8   116.3   133.5   139.2
DW(Max)     V       7.4     6.9     6.9     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.8     8.1    20.7    38.0    50.4    57.9    60.3
DW(Min)     V       3.2     3.0     3.0     2.6     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   289.1   299.5   763.4  1382.8  1797.8  2042.2  2097.9
            V     151.8   144.8   144.5   131.9   111.6    91.3    64.3    44.0
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   151.8   144.8   144.5   131.9   112.7    94.1    76.2    59.1
            M       0.0   295.8   306.3   763.4  1318.0  1670.3  1814.4  1762.5
Total     : M+      0.0   507.1   525.4  1343.1  2449.0  3211.6  3664.9  3790.6
            V     242.0   229.0   228.5   205.0   166.4   127.9    82.7    44.1
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   242.0   229.0   228.5   205.0   167.5   130.7    94.6    59.1
            M       0.0   513.8   532.2  1343.1  2384.2  3084.1  3437.0  3455.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.10   52.70   60.30   67.90   72.41   72.50   75.00
Self wt.  : M     560.7   488.7   368.6   200.5    78.1    75.4     0.0
(Max)       V       6.3    12.6    19.0    25.3    29.0    29.1    31.2
Self wt.  : M     403.7   351.8   265.4   144.3    56.2    54.3     0.0
(Min)       V       4.6     9.1    13.7    18.2    20.9    21.0    22.5
DL-Prec.  : M     109.6    95.5    72.1    39.2    15.3    14.7     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.7     5.7     6.1
DL-Prec.  : M      78.9    68.8    51.9    28.2    11.0    10.6     0.0
DC(Min)     V       0.9     1.8     2.7     3.6     4.1     4.1     4.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     566.7   493.9   372.5   202.6    78.9    76.2     0.0
Haunch (Max)V       6.4    12.8    19.2    25.5    29.3    29.4    31.5
Deck +    : M     408.0   355.6   268.2   145.9    56.8    54.8     0.0
Haunch (Min)V       4.6     9.2    13.8    18.4    21.1    21.2    22.7
Diaphragm : M       2.7     2.0     1.3     0.6     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       1.9     1.4     0.9     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     249.5   217.4   164.0    89.2    34.7    33.5     0.0
DC(Max)     V       2.8     5.6     8.4    11.2    12.9    12.9    13.9
DL-Comp   : M     179.6   156.5   118.1    64.2    25.0    24.1     0.0
DC(Min)     V       2.0     4.0     6.1     8.1     9.3     9.3    10.0
DL-Comp   : M     133.5   116.3    87.8    47.7    18.6    17.9     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     6.9     7.4
DL-Comp   : M      57.9    50.4    38.0    20.7     8.1     7.8     0.0
DW(Min)     V       0.7     1.3     2.0     2.6     3.0     3.0     3.2
LL + I    : M+   2042.2  1797.8  1382.8   763.4   299.5   289.1     0.0
            V      64.3    91.3   111.6   131.9   144.5   144.8   151.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    76.2    94.1   112.7   131.9   144.5   144.8   151.8
            M    1814.4  1670.3  1318.0   763.4   306.3   295.8     0.0
Total     : M+   3664.9  3211.6  2449.0  1343.1   525.4   507.1     0.0
            V      82.7   127.9   166.4   205.0   228.5   229.0   242.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    94.6   130.7   167.5   205.0   228.5   229.0   242.0
            M    3437.0  3084.1  2384.2  1343.1   532.2   513.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.2             31.2
Deck+Haunch            31.5             31.5
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           69.4             69.4
DL-Comp.(DW)           37.1             37.1
Live                  152.3            152.3
        Truck         110.3            110.3
        Lane           42.0             42.0
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    7.10   14.70   22.30   29.90   37.50
Self wt.  : M       0.0    60.3    62.5   160.4   294.9   390.9   448.6   467.8
(Max)       V      24.9    23.3    23.2    20.2    15.2    10.1     5.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    11.8    12.2    31.4    57.6    76.4    87.7    91.4
DC(Max)     V       4.9     4.6     4.5     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
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    60.9    63.1   162.1   298.0   395.1   453.3   472.8
Haunch (Max)V      25.2    23.5    23.5    20.4    15.3    10.2     5.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.1     1.6     2.1     2.7
(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    26.8    27.8    71.3   131.2   173.9   199.6   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    12.0    12.4    31.8    58.5    77.6    89.0    92.8
DW(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   166.4   172.3   432.6   759.4   980.7  1085.0  1048.4
            V      88.2    84.1    84.0    76.6    64.9    50.3    38.7    27.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    88.2    84.1    84.0    76.6    64.9    53.3    41.6    31.1
            M       0.0   166.4   172.3   432.6   759.4   945.2   990.0   927.4
Total     : M+      0.0   338.3   350.5   890.1  1600.6  2096.2  2365.4  2384.1
            V     159.4   150.5   150.2   134.3   108.2    79.2    53.1    27.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   159.4   150.5   150.2   134.3   108.2    82.1    56.1    31.1
            M       0.0   338.3   350.5   890.1  1600.6  2060.7  2270.3  2263.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.10   52.70   60.30   67.90   72.41   72.50   75.00
Self wt.  : M     448.6   390.9   294.9   160.4    62.5    60.3     0.0
(Max)       V       5.1    10.1    15.2    20.2    23.2    23.3    24.9
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      87.7    76.4    57.6    31.4    12.2    11.8     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.6     4.9
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     453.3   395.1   298.0   162.1    63.1    60.9     0.0
Haunch (Max)V       5.1    10.2    15.3    20.4    23.5    23.5    25.2
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       2.1     1.6     1.1     0.5     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     199.6   173.9   131.2    71.3    27.8    26.8     0.0
DC(Max)     V       2.2     4.5     6.7     9.0    10.3    10.4    11.1
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      89.0    77.6    58.5    31.8    12.4    12.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
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+   1085.0   980.7   759.4   432.6   172.3   166.4     0.0
            V      38.7    50.3    64.9    76.6    84.0    84.1    88.2
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    41.6    53.3    64.9    76.6    84.0    84.1    88.2
            M     990.0   945.2   759.4   432.6   172.3   166.4     0.0
Total     : M+   2365.4  2096.2  1600.6   890.1   350.5   338.3     0.0
            V      53.1    79.2   108.2   134.3   150.2   150.5   159.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    56.1    82.1   108.2   134.3   150.2   150.5   159.4
            M    2270.3  2060.7  1600.6   890.1   350.5   338.3     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.60   15.20   22.80   30.40   38.00
 
Beam-Self
Precast-top    0.121   0.286   0.507   0.662   0.750   0.782 
Bottom        -0.097  -0.230  -0.403  -0.521  -0.586  -0.611 
 
Prestress
Precast-top    0.348   0.151  -0.170  -0.487  -0.795  -0.795 
Bottom         1.807   1.961   2.210   2.450   2.680   2.680 
 
Total
Precast-top    0.469   0.438   0.337   0.175  -0.044  -0.013 
Bottom         1.710   1.732   1.807   1.929   2.094   2.070 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.35 %)
             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    7.10   14.70   22.30   29.90   37.50
 
Prestress
Precast-top    0.069   0.305   0.302   0.133  -0.149  -0.426  -0.697  -0.697
Bottom         0.260   1.584   1.587   1.719   1.937   2.148   2.349   2.349
 
Self wt.
Precast-top   -0.000   0.100   0.104   0.266   0.487   0.641   0.730   0.761
Bottom        -0.000  -0.081  -0.083  -0.213  -0.387  -0.505  -0.570  -0.595
 
DL-Prec (DC)
Precast-top   -0.000   0.020   0.020   0.052   0.095   0.125   0.143   0.149
Bottom        -0.000  -0.016  -0.016  -0.042  -0.076  -0.099  -0.111  -0.116
 
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   0.003   0.004
Bottom        -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.003  -0.003
 
Deck + Haunch
Precast-top   -0.000   0.101   0.105   0.268   0.492   0.648   0.738   0.769
Bottom        -0.000  -0.081  -0.084  -0.215  -0.391  -0.511  -0.576  -0.601
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.011   0.029   0.053   0.069   0.079   0.083
Precast-top   -0.000   0.008   0.009   0.022   0.040   0.053   0.061   0.063
Bottom        -0.000  -0.022  -0.023  -0.059  -0.108  -0.142  -0.162  -0.169
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.005   0.013   0.023   0.031   0.035   0.037
Precast-top   -0.000   0.004   0.004   0.010   0.018   0.024   0.027   0.028
Bottom        -0.000  -0.010  -0.010  -0.026  -0.048  -0.063  -0.072  -0.075
 
LL+I(+)
Topping-top   -0.000   0.067   0.069   0.176   0.317   0.410   0.463   0.476
Precast-top   -0.000   0.051   0.053   0.134   0.242   0.313   0.355   0.364
Bottom        -0.000  -0.138  -0.143  -0.363  -0.652  -0.841  -0.946  -0.972
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.082   0.085   0.217   0.393   0.510   0.577   0.595 
Precast-top    0.069   0.589   0.596   0.885   1.226   1.381   1.360   1.443 
Bottom         0.260   1.235   1.226   0.800   0.274  -0.015  -0.091  -0.182 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.016   0.042   0.076   0.100   0.114   0.119 
Precast-top    0.069   0.538   0.543   0.751   0.984   1.068   1.005   1.079 
Bottom         0.260   1.373   1.369   1.163   0.927   0.825   0.855   0.790 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.60   15.20   22.80   30.40   38.00
 
Beam-Self
Precast-top    0.121   0.286   0.507   0.662   0.750   0.782 
Bottom        -0.097  -0.230  -0.403  -0.521  -0.586  -0.611 
 
Prestress
Precast-top    0.348   0.151  -0.170  -0.487  -0.795  -0.795 
Bottom         1.807   1.961   2.210   2.450   2.680   2.680 
 
Total
Precast-top    0.469   0.438   0.337   0.175  -0.044  -0.013 
Bottom         1.710   1.732   1.807   1.929   2.094   2.070 
 
As_top  , in2  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 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.35 %)
             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    7.10   14.70   22.30   29.90   37.50
 
Prestress
Precast-top    0.069   0.305   0.302   0.133  -0.149  -0.426  -0.697  -0.697
Bottom         0.260   1.584   1.587   1.719   1.937   2.148   2.349   2.349
 
Self wt.
Precast-top   -0.000   0.100   0.104   0.266   0.487   0.641   0.730   0.761
Bottom        -0.000  -0.081  -0.083  -0.213  -0.387  -0.505  -0.570  -0.595
 
DL-Prec (DC)
Precast-top   -0.000   0.020   0.020   0.052   0.095   0.125   0.143   0.149
Bottom        -0.000  -0.016  -0.016  -0.042  -0.076  -0.099  -0.111  -0.116
 
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   0.003   0.004
Bottom        -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.003  -0.003
 
Deck + Haunch
Precast-top   -0.000   0.101   0.105   0.268   0.492   0.648   0.738   0.769
Bottom        -0.000  -0.081  -0.084  -0.215  -0.391  -0.511  -0.576  -0.601
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.011   0.029   0.053   0.069   0.079   0.083
Precast-top   -0.000   0.008   0.009   0.022   0.040   0.053   0.061   0.063
Bottom        -0.000  -0.022  -0.023  -0.059  -0.108  -0.142  -0.162  -0.169
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.005   0.013   0.023   0.031   0.035   0.037
Precast-top   -0.000   0.004   0.004   0.010   0.018   0.024   0.027   0.028
Bottom        -0.000  -0.010  -0.010  -0.026  -0.048  -0.063  -0.072  -0.075
 
LL+I(+)
Topping-top   -0.000   0.053   0.055   0.140   0.253   0.328   0.370   0.380
Precast-top   -0.000   0.041   0.042   0.107   0.193   0.251   0.284   0.291
Bottom        -0.000  -0.111  -0.114  -0.290  -0.522  -0.673  -0.757  -0.777
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.069   0.071   0.182   0.329   0.428   0.485   0.500 
Precast-top    0.069   0.579   0.585   0.858   1.177   1.318   1.289   1.370 
Bottom         0.260   1.263   1.254   0.873   0.405   0.153   0.098   0.013 
 

 
 
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    7.10   14.70   22.30   29.90   37.50
F_LL+I(+)
Topping-top   -0.000   0.067   0.069   0.174   0.304   0.391   0.430   0.416
Precast-top   -0.000   0.051   0.053   0.133   0.232   0.299   0.330   0.319
Bottom        -0.000  -0.139  -0.144  -0.360  -0.627  -0.803  -0.880  -0.850
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.075   0.078   0.195   0.342   0.441   0.488   0.476 
Precast-top    0.034   0.320   0.324   0.508   0.724   0.833   0.832   0.858 
Bottom         0.130   0.548   0.540   0.221  -0.164  -0.390  -0.452  -0.455 
 

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
    242.0    7.0   58.9    0.282   3.9   6.00e-3 50.0    239.6     0.973    5.493      0.56
      0.0    0.4   58.7     31.5 0.129      25.4 0.87    12.00     0.099    1.925 
Transfer:   3.00
    229.0    7.0   58.9    1.693  23.5   1.89e-3 35.6    174.1     0.432    1.360      0.00
    513.8    2.4   57.7    189.0 0.114      56.8 1.99    24.00     0.099    2.077 
Critical:   5.30
    217.0    7.0   58.9    1.927  23.5   0.84e-3 31.9    133.8     0.290    1.020      0.00
    930.7    2.7   57.5    189.0 0.108      83.8 2.94    24.00     0.099    2.186 
0.1L    :   7.60
    205.0    7.0   58.9    2.160  23.5   0.88e-3 32.1    122.3     0.267    1.020      0.00
   1343.1    3.1   57.4    189.0 0.102      82.0 2.89    24.00     0.099    2.307 
0.2L    :  15.20
    167.5    7.0   53.4    3.472  23.5   0.43e-3 30.5     69.9     0.160    0.320      0.00
   2384.2    3.7   51.6    189.0 0.090      92.7 3.63    24.00     0.099    1.377 
0.3L    :  22.80
    130.7    7.0   54.2    3.906  23.5   0.69e-3 31.4     39.8     0.099    0.267      0.00
   3084.1    3.7   52.3    189.0 0.067      81.9 3.17    24.00     0.099    1.512 
0.4L    :  30.40
     94.6    7.0   57.4    3.906   0.0   0.89e-3 32.1     26.1     0.099    0.267      0.00
   3437.0    3.7   55.5    189.0 0.054      79.0 2.88    24.00     0.099    1.873 
0.5L    :  38.00
     59.1    7.0   57.4    3.906   0.0   0.61e-3 31.1      0.0     0.099    0.267      0.00
   3455.2    3.7   55.5    189.0 0.034      90.5 3.29    24.00     0.099    3.241 
0.6L    :  45.60
     94.6    7.0   57.4    3.906   0.0   0.89e-3 32.1     26.1     0.099    0.267      0.00
   3437.0    3.7   55.5    189.0 0.054      79.0 2.88    24.00     0.099    1.873 
0.7L    :  53.20
    130.7    7.0   54.2    3.906  23.5   0.69e-3 31.4     39.8     0.099    0.267      0.00
   3084.1    3.7   52.3    189.0 0.067      81.9 3.17    24.00     0.099    1.512 
0.8L    :  60.80
    167.5    7.0   53.4    3.472  23.5   0.43e-3 30.5     69.9     0.160    0.320      0.00
   2384.2    3.7   51.6    189.0 0.090      92.7 3.63    24.00     0.099    1.377 
0.9L    :  68.40
    205.0    7.0   58.9    2.160  23.5   0.88e-3 32.1    122.3     0.267    1.020      0.00
   1343.1    3.1   57.4    189.0 0.102      82.0 2.89    24.00     0.099    2.307 
Critical:  70.70
    217.0    7.0   58.9    1.927  23.5   0.84e-3 31.9    133.8     0.290    1.020      0.00
    930.7    2.7   57.5    189.0 0.108      83.8 2.94    24.00     0.099    2.186 
Transfer:  73.00
    229.0    7.0   58.9    1.693  23.5   1.89e-3 35.6    174.1     0.432    1.360      0.00
    513.8    2.4   57.7    189.0 0.114      56.8 1.99    24.00     0.099    2.077 
Bearing :  75.50
    242.0    7.0   58.9    0.282   3.9   6.00e-3 50.0    239.6     0.973    5.493      0.56
      0.0    0.4   58.7     31.5 0.129      25.4 0.87    12.00     0.099    1.925 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.53
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 1
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 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
    242.0      4.58     58.92    0.41       58.71    24.00      0.160      1.126      0.020      0.533 
Transfer:      2.50
    229.0      4.41     58.92    2.42       57.71    24.00      0.160      1.070      0.000      0.533 
Critical:      4.80
    217.0      4.19     58.92    2.74       57.54    24.00      0.160      0.997      0.000      0.400 
0.1L    :      7.10
    205.0      3.97     58.92    3.07       57.38    24.00      0.160      0.923      0.000      0.400 
0.2L    :     14.70
    167.5      3.61     53.44    3.69       51.59    24.00      0.160      0.803      0.000      0.320 
0.3L    :     22.30
    130.7      2.78     54.15    3.70       52.30    24.00      0.160      0.526      0.000      0.267 
0.4L    :     29.90
     94.6      1.89     57.36    3.70       55.51    24.00      0.160      0.231      0.000      0.267 
0.5L    :     37.50
     59.1      1.18     57.36    3.70       55.51    24.00      0.160      0.000      0.000      0.267 
0.6L    :     45.10
     94.6      1.89     57.36    3.70       55.51    24.00      0.160      0.231      0.000      0.267 
0.7L    :     52.70
    130.7      2.78     54.15    3.70       52.30    24.00      0.160      0.526      0.000      0.267 
0.8L    :     60.30
    167.5      3.61     53.44    3.69       51.59    24.00      0.160      0.803      0.000      0.320 
0.9L    :     67.90
    205.0      3.97     58.92    3.07       57.38    24.00      0.160      0.923      0.000      0.400 
Critical:     70.20
    217.0      4.19     58.92    2.74       57.54    24.00      0.160      0.997      0.000      0.400 
Transfer:     72.50
    229.0      4.41     58.92    2.42       57.71    24.00      0.160      1.070      0.000      0.533 
Bearing :     75.00
    242.0      4.58     58.92    0.41       58.71    24.00      0.160      1.126      0.020      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.10 ft
Prestress      :       0.474  1.80      0.853  2.20      1.042
Self Wt.       :      -0.178  1.85     -0.328  2.40     -0.426
Deck + Haunch  :                       -0.153  2.30     -0.352
DL-Prec. (DC)  :                       -0.030  3.00     -0.089
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.026  3.00     -0.077
DL-Comp. (DW)  :                       -0.011  3.00     -0.034
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 14.70 ft
Prestress      :       0.869  1.80      1.564  2.20      1.911
Self Wt.       :      -0.333  1.85     -0.617  2.40     -0.800
Deck + Haunch  :                       -0.298  2.30     -0.685
DL-Prec. (DC)  :                       -0.058  3.00     -0.173
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.050  3.00     -0.150
DL-Comp. (DW)  :                       -0.022  3.00     -0.067
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 22.30 ft
Prestress      :       1.162  1.80      2.091  2.20      2.556
Self Wt.       :      -0.452  1.85     -0.836  2.40     -1.085
Deck + Haunch  :                       -0.408  2.30     -0.939
DL-Prec. (DC)  :                       -0.079  3.00     -0.237
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.069  3.00     -0.207
DL-Comp. (DW)  :                       -0.031  3.00     -0.092
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 29.90 ft
Prestress      :       1.333  1.80      2.400  2.20      2.933
Self Wt.       :      -0.523  1.85     -0.968  2.40     -1.255
Deck + Haunch  :                       -0.475  2.30     -1.093
DL-Prec. (DC)  :                       -0.092  3.00     -0.276
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.080  3.00     -0.241
DL-Comp. (DW)  :                       -0.036  3.00     -0.108
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 37.50 ft
Prestress      :       1.399  1.80      2.519  2.20      3.078
Self Wt.       :      -0.549  1.85     -1.016  2.40     -1.318
Deck + Haunch  :                       -0.499  2.30     -1.149
DL-Prec. (DC)  :                       -0.097  3.00     -0.290
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.085  3.00     -0.254
DL-Comp. (DW)  :                       -0.038  3.00     -0.113
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 45.10 ft
Prestress      :       1.333  1.80      2.400  2.20      2.933
Self Wt.       :      -0.523  1.85     -0.968  2.40     -1.255
Deck + Haunch  :                       -0.475  2.30     -1.093
DL-Prec. (DC)  :                       -0.092  3.00     -0.276
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.080  3.00     -0.241
DL-Comp. (DW)  :                       -0.036  3.00     -0.108
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 52.70 ft
Prestress      :       1.162  1.80      2.091  2.20      2.556
Self Wt.       :      -0.452  1.85     -0.836  2.40     -1.085
Deck + Haunch  :                       -0.408  2.30     -0.939
DL-Prec. (DC)  :                       -0.079  3.00     -0.237
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.069  3.00     -0.207
DL-Comp. (DW)  :                       -0.031  3.00     -0.092
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 60.30 ft
Prestress      :       0.869  1.80      1.564  2.20      1.911
Self Wt.       :      -0.333  1.85     -0.617  2.40     -0.800
Deck + Haunch  :                       -0.298  2.30     -0.685
DL-Prec. (DC)  :                       -0.058  3.00     -0.173
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.050  3.00     -0.150
DL-Comp. (DW)  :                       -0.022  3.00     -0.067
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 67.90 ft
Prestress      :       0.474  1.80      0.853  2.20      1.042
Self Wt.       :      -0.178  1.85     -0.328  2.40     -0.426
Deck + Haunch  :                       -0.153  2.30     -0.352
DL-Prec. (DC)  :                       -0.030  3.00     -0.089
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.026  3.00     -0.077
DL-Comp. (DW)  :                       -0.011  3.00     -0.034
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
   507.1    45.8  2.540  265.3    2.8   2.42   2503.4  0.061T 1.00       -       -     -     -  
H/2     :   2.59
   525.4    45.8  2.554  265.3    2.9   2.43   2519.1  0.060T 1.00       -       -     -     -  
0.1L    :   7.10
  1343.1    47.7  3.239  264.3    3.6   3.07   3296.0  0.047T 1.00       -       -     -     -  
0.2L    :  14.70
  2449.0    50.9  3.906  263.6    4.3   3.69   4212.0  0.039T 1.00   3238.3  3238.3    1.30    -  
0.3L    :  22.30
  3211.6    54.2  3.906  263.9    4.4   3.70   4493.3  0.039T 1.00   3436.0  3436.0    1.31    -  
0.4L    :  29.90
  3664.9    57.4  3.906  264.3    4.4   3.70   4774.8  0.038T 1.00   3683.9  3683.9    1.30    -  
0.5L    :  37.50
  3790.6    57.4  3.906  264.3    4.4   3.70   4774.8  0.038T 1.00   3659.5  3659.5    1.30    -  
0.6L    :  45.10
  3664.9    57.4  3.906  264.3    4.4   3.70   4774.8  0.038T 1.00   3683.9  3683.9    1.30    -  
0.7L    :  52.70
  3211.6    54.2  3.906  263.9    4.4   3.70   4493.3  0.039T 1.00   3436.0  3436.0    1.31    -  
0.8L    :  60.30
  2449.0    50.9  3.906  263.6    4.3   3.69   4212.0  0.039T 1.00   3238.3  3238.3    1.30    -  
0.9L    :  67.90
  1343.1    47.7  3.239  264.3    3.6   3.07   3296.0  0.047T 1.00       -       -     -     -  
H/2     :  72.41
   525.4    45.8  2.554  265.3    2.9   2.43   2519.1  0.060T 1.00       -       -     -     -  
Transfer:  72.50
   507.1    45.8  2.540  265.3    2.8   2.42   2503.4  0.061T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 1; Groups 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.010
        M   2.00 Fb     0.240
 
  2   2 E  50.50 Ft     0.384
        M  12.00 Fb     0.155
 
  3   2 E  46.50 Ft     0.731
        M   8.00 Fb     0.107
 
  4   2 E  42.50 Ft     1.032
        M   4.00 Fb     0.097
 
  5   2 E   6.00 Ft     0.947
        M   6.00 Fb     0.397
 
  6   2 E   4.00 Ft     0.840
        M   4.00 Fb     0.715
 
  7   2 E   4.00 Ft     0.732
        M   4.00 Fb     1.034
 
  8   2 E   2.00 Ft     0.601
        M   2.00 Fb     1.372
 
  9   2 E   2.00 Ft     0.469
        M   2.00 Fb     1.710
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 76.00            Release Length, ft: 76.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   6           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  6.24 %               Final losses: 13.62 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.094   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.044   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)                  4774.76     3790.60     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   0.595     Midspan    1.800   0.119     Midspan
    Pre.Top:   3.000   1.443     Midspan    2.250   1.079     Midspan
    Pre.Bot:   3.000   1.235    Transfer    2.250   1.373    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.069     Bearing
    Pre.Bot:  -0.420   0.013     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.858     Midspan
    Pre.Bot:                                                             2.000   0.548    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  37.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.399  1.80      2.519  2.20      3.078
Self Wt.       :      -0.549  1.85     -1.016  2.40     -1.318
Deck + Haunch  :                       -0.499  2.30     -1.149
DL-Prec. (DC)  :                       -0.097  3.00     -0.290
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.085  3.00     -0.254
DL-Comp. (DW)  :                       -0.038  3.00     -0.113
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   75.00
     DC  Line       0.070      0.00       0.070   75.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    37.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 76.000 ft
Release length = 76.000 ft
Design  length = 75.000 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)  : 0.680   (Calculated)    
Live Moment (1  lane  loaded)  : 0.490   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.992   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.830   (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     7.10    14.70    22.30    29.90    37.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    642.6    662.2    662.2    662.2    662.2    662.2    662.2    662.2
  Yb      ,  in    24.33    24.09    24.09    24.02    23.91    23.79    23.68    23.68
  MI(Ixx) , in4   215157   216392   216406   217173   218837   220968   223564   223564
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1234.3   1252.7   1252.7   1252.7   1252.7   1252.7   1252.7   1252.7
  Yb      ,  in    40.63    40.27    40.27    40.24    40.18    40.12    40.07    40.07
  MI(Ixx) , in4   574034   584801   584843   586923   590788   595099   599856   599856

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:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 30.40 ft from member end )
END PATTERN (Ycg = 17.72 in):
     6 @  2.000 in     4 @  4.000 in     2 @  6.000 in     2 @ 42.500 in
     2 @ 46.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 4.89 in):
(A) Draped:
     2 @  4.000 in     2 @  8.000 in     2 @ 12.000 in
(B) Straight:
     6 @  2.000 in     4 @  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     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.022 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.027 ft
Holddown Force        =  26.786 kips     Beam Shrtng (PL/AE)   =      0.259 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)       
--------------------------------------------------------------------------------------
      1370.026         740 1013.819     12.485 50563.863   642.840     201.811        
 
 
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#4[M13]       60.00        0.40      12.00       3.8750     11.8750    Yes
      2      US#4[M13]       60.00        0.40      13.50      11.8750     13.0000    Yes
      2      US#5[M16]       60.00        0.62      10.50       3.5000      4.3750     No
      2      US#5[M16]       60.00        0.62      12.00       4.3750      8.3750     No
      2      US#4[M13]       60.00        0.40      15.00      13.0000     15.5000    Yes
      2      US#4[M13]       60.00        0.40      18.00      15.5000     60.5000    Yes
      2      US#4[M13]       60.00        0.40      15.00      60.5000     63.0000    Yes
      2      US#4[M13]       60.00        0.40      13.50      63.0000     64.1250    Yes
      2      US#4[M13]       60.00        0.40      12.00      64.1250     72.1250    Yes
      2      US#5[M16]       60.00        0.62      12.00      67.6250     71.6250     No
      2      US#5[M16]       60.00        0.62      10.50      71.6250     72.5000     No
      2      US#4[M13]       60.00        0.40       9.00      72.1250     75.8750    Yes
      2      US#5[M16]       60.00        0.62       9.00      72.5000     74.7500     No
      2      US#5[M16]       60.00        0.62       7.50      74.7500     75.3750     No
      2      US#5[M16]       60.00        0.62       3.00      75.3750     75.6250     No
      2      US#5[M16]       60.00        0.62       3.00      75.3750     75.8750     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 72.0000 76.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 25.8333       3.00 
      2 US#5[M16]           2.00 0.620 50.1670 76.0000       3.00 
      2 US#6[M19]           2.00 0.880 23.4163 52.5837       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  4.89 in
         P_init    =      765.7 kips  Ecc = 19.48 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.23 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.746 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.89 ksi    0.00 ksi
    due to Composite Loads                                 -1.41 ksi    0.00 ksi
    due to Live Loads                                      -4.76 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                        10.90 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.23 ksi  ( 6.24 %)            14.15 ksi ( 7.22 %)
Total Prestress Losses                                    26.38 ksi (13.46 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.6 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    7.10   14.70   22.30   29.90   37.50
Self wt.  : M       0.0    60.3    62.5   160.4   294.9   390.9   448.6   467.8
(Max)       V      24.9    23.3    23.2    20.2    15.2    10.1     5.1     0.0
DL-Prec.  : M       0.0     7.3     7.5    19.4    35.6    47.2    54.2    56.5
DC(Max)     V       3.0     2.8     2.8     2.4     1.8     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
Deck +    : M       0.0    66.8    69.2   177.6   326.6   433.1   496.9   518.2
Haunch (Max)V      27.6    25.8    25.7    22.4    16.8    11.2     5.6     0.0
Diaphragm : M       0.0     0.4     0.4     1.0     2.1     3.2     4.3     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.8    27.8    71.3   131.2   173.9   199.6   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    12.0    12.4    31.8    58.5    77.6    89.0    92.8
DW(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   175.4   181.8   463.2   839.0  1090.9  1239.2  1273.0
            V     107.0   102.0   101.9    93.0    78.6    64.3    45.4    31.0
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   107.0   102.0   101.9    93.0    79.4    66.3    53.7    41.6
            M       0.0   179.5   185.9   463.2   799.7  1013.5  1100.9  1069.4
Total     : M+      0.0   348.9   361.5   924.7  1687.9  2216.7  2531.7  2621.7
            V     178.8   169.0   168.7   151.2   122.3    93.5    60.0    31.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   178.8   169.0   168.7   151.2   123.1    95.5    68.4    41.8
            M       0.0   353.0   365.7   924.7  1648.6  2139.4  2393.4  2418.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.10   52.70   60.30   67.90   72.41   72.50   75.00
Self wt.  : M     448.6   390.9   294.9   160.4    62.5    60.3     0.0
(Max)       V       5.1    10.1    15.2    20.2    23.2    23.3    24.9
DL-Prec.  : M      54.2    47.2    35.6    19.4     7.5     7.3     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     496.9   433.1   326.6   177.6    69.2    66.8     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.7    25.8    27.6
Diaphragm : M       4.3     3.2     2.1     1.0     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     199.6   173.9   131.2    71.3    27.8    26.8     0.0
DC(Max)     V       2.2     4.5     6.7     9.0    10.3    10.4    11.1
DL-Comp   : M      89.0    77.6    58.5    31.8    12.4    12.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
LL + I    : M+   1239.2  1090.9   839.0   463.2   181.8   175.4     0.0
            V      45.4    64.3    78.6    93.0   101.9   102.0   107.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.7    66.3    79.4    93.0   101.9   102.0   107.0
            M    1100.9  1013.5   799.7   463.2   185.9   179.5     0.0
Total     : M+   2531.7  2216.7  1687.9   924.7   361.5   349.0     0.0
            V      60.0    93.5   122.3   151.2   168.7   169.0   178.8
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    68.4    95.5   123.1   151.2   168.7   169.0   178.8
            M    2393.4  2139.4  1648.6   924.7   365.7   353.0     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.9             24.9
Deck+Haunch            27.6             27.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.0              3.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           24.7             24.7
Live                   87.0             87.0
        Truck          63.0             63.0
        Lane           24.0             24.0
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    7.10   14.70   22.30   29.90   37.50
Self wt.  : M       0.0    60.3    62.5   160.4   294.9   390.9   448.6   467.8
(Max)       V      24.9    23.3    23.2    20.2    15.2    10.1     5.1     0.0
DL-Prec.  : M       0.0     7.3     7.5    19.4    35.6    47.2    54.2    56.5
DC(Max)     V       3.0     2.8     2.8     2.4     1.8     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
Deck +    : M       0.0    66.8    69.2   177.6   326.6   433.1   496.9   518.2
Haunch (Max)V      27.6    25.8    25.7    22.4    16.8    11.2     5.6     0.0
Diaphragm : M       0.0     0.4     0.4     1.0     2.1     3.2     4.3     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.8    27.8    71.3   131.2   173.9   199.6   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    12.0    12.4    31.8    58.5    77.6    89.0    92.8
DW(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   140.4   145.4   370.6   671.2   872.7   991.4  1018.4
            V      85.6    81.6    81.5    74.4    62.9    51.5    36.3    24.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    85.6    81.6    81.5    74.4    63.5    53.1    43.0    33.3
            M       0.0   143.6   148.7   370.6   639.8   810.8   880.7   855.6
Total     : M+      0.0   313.9   325.2   832.1  1520.1  1998.5  2283.8  2367.1
            V     157.4   148.6   148.3   132.6   106.6    80.6    50.9    25.0
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   157.4   148.6   148.3   132.6   107.2    82.2    57.7    33.4
            M       0.0   317.1   328.5   832.1  1488.7  1936.7  2173.2  2204.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.10   52.70   60.30   67.90   72.41   72.50   75.00
Self wt.  : M     448.6   390.9   294.9   160.4    62.5    60.3     0.0
(Max)       V       5.1    10.1    15.2    20.2    23.2    23.3    24.9
DL-Prec.  : M      54.2    47.2    35.6    19.4     7.5     7.3     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     496.9   433.1   326.6   177.6    69.2    66.8     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.7    25.8    27.6
Diaphragm : M       4.3     3.2     2.1     1.0     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     199.6   173.9   131.2    71.3    27.8    26.8     0.0
DC(Max)     V       2.2     4.5     6.7     9.0    10.3    10.4    11.1
DL-Comp   : M      89.0    77.6    58.5    31.8    12.4    12.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
LL + I    : M+    991.4   872.7   671.2   370.6   145.4   140.4     0.0
            V      36.3    51.5    62.9    74.4    81.5    81.6    85.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.0    53.1    63.5    74.4    81.5    81.6    85.6
            M     880.7   810.8   639.8   370.6   148.7   143.6     0.0
Total     : M+   2283.8  1998.5  1520.1   832.1   325.2   313.9     0.0
            V      50.9    80.6   106.6   132.6   148.3   148.6   157.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    57.7    82.2   107.2   132.6   148.3   148.6   157.4
            M    2173.2  1936.7  1488.7   832.1   328.5   317.1     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    7.10   14.70   22.30   29.90   37.50
Self wt.  : M       0.0    75.4    78.1   200.5   368.6   488.7   560.7   584.7
(Max)       V      31.2    29.1    29.0    25.3    19.0    12.6     6.3     0.0
Self wt.  : M       0.0    54.3    56.2   144.3   265.4   351.8   403.7   421.0
(Min)       V      22.5    21.0    20.9    18.2    13.7     9.1     4.6     0.0
DL-Prec.  : M       0.0     9.1     9.4    24.2    44.5    59.0    67.7    70.6
DC(Max)     V       3.8     3.5     3.5     3.1     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     6.6     6.8    17.4    32.0    42.5    48.7    50.8
DC(Min)     V       2.7     2.5     2.5     2.2     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    83.5    86.5   222.1   408.3   541.3   621.1   647.7
Haunch (Max)V      34.5    32.2    32.2    28.0    21.0    14.0     7.0     0.0
Deck +    : M       0.0    60.1    62.3   159.9   294.0   389.7   447.2   466.4
Haunch (Min)V      24.9    23.2    23.2    20.2    15.1    10.1     5.0     0.0
Diaphragm : M       0.0     0.4     0.5     1.3     2.6     4.0     5.3     6.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.9     1.9     2.9     3.8     4.8
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.5    34.7    89.2   164.0   217.4   249.5   260.2
DC(Max)     V      13.9    13.0    12.9    11.2     8.4     5.6     2.8     0.0
DL-Comp   : M       0.0    24.1    25.0    64.2   118.1   156.5   179.6   187.3
DC(Min)     V      10.0     9.3     9.3     8.1     6.1     4.0     2.0     0.0
DL-Comp   : M       0.0    17.9    18.6    47.7    87.8   116.3   133.5   139.2
DW(Max)     V       7.4     6.9     6.9     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.8     8.1    20.7    38.0    50.4    57.9    60.3
DW(Min)     V       3.2     3.0     3.0     2.6     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   307.0   318.1   810.6  1468.3  1909.0  2168.6  2227.7
            V     187.2   178.6   178.2   162.7   137.6   112.6    79.4    54.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   187.2   178.6   178.2   162.7   139.0   116.1    94.0    72.8
            M       0.0   314.1   325.3   810.6  1399.5  1773.6  1926.6  1871.5
Total     : M+      0.0   526.9   545.9  1395.5  2544.1  3335.7  3806.4  3936.8
            V     278.2   263.5   262.9   236.5   193.0   149.5    97.9    54.5
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   278.2   263.5   262.9   236.5   194.3   153.1   112.6    73.0
            M       0.0   534.0   553.1  1395.5  2475.3  3200.3  3564.5  3580.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.10   52.70   60.30   67.90   72.41   72.50   75.00
Self wt.  : M     560.7   488.7   368.6   200.5    78.1    75.4     0.0
(Max)       V       6.3    12.6    19.0    25.3    29.0    29.1    31.2
Self wt.  : M     403.7   351.8   265.4   144.3    56.2    54.3     0.0
(Min)       V       4.6     9.1    13.7    18.2    20.9    21.0    22.5
DL-Prec.  : M      67.7    59.0    44.5    24.2     9.4     9.1     0.0
DC(Max)     V       0.8     1.5     2.3     3.1     3.5     3.5     3.8
DL-Prec.  : M      48.7    42.5    32.0    17.4     6.8     6.6     0.0
DC(Min)     V       0.5     1.1     1.6     2.2     2.5     2.5     2.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     621.1   541.3   408.3   222.1    86.5    83.5     0.0
Haunch (Max)V       7.0    14.0    21.0    28.0    32.2    32.2    34.5
Deck +    : M     447.2   389.7   294.0   159.9    62.3    60.1     0.0
Haunch (Min)V       5.0    10.1    15.1    20.2    23.2    23.2    24.9
Diaphragm : M       5.3     4.0     2.6     1.3     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.8     2.9     1.9     0.9     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     249.5   217.4   164.0    89.2    34.7    33.5     0.0
DC(Max)     V       2.8     5.6     8.4    11.2    12.9    12.9    13.9
DL-Comp   : M     179.6   156.5   118.1    64.2    25.0    24.1     0.0
DC(Min)     V       2.0     4.0     6.1     8.1     9.3     9.3    10.0
DL-Comp   : M     133.5   116.3    87.8    47.7    18.6    17.9     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     6.9     7.4
DL-Comp   : M      57.9    50.4    38.0    20.7     8.1     7.8     0.0
DW(Min)     V       0.7     1.3     2.0     2.6     3.0     3.0     3.2
LL + I    : M+   2168.6  1909.0  1468.3   810.6   318.1   307.0     0.0
            V      79.4   112.6   137.6   162.7   178.2   178.6   187.2
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    94.0   116.1   139.0   162.7   178.2   178.6   187.2
            M    1926.6  1773.6  1399.5   810.6   325.3   314.1     0.0
Total     : M+   3806.4  3335.7  2544.1  1395.5   545.9   526.9     0.0
            V      97.9   149.5   193.0   236.5   262.9   263.5   278.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   112.6   153.1   194.3   236.5   262.9   263.5   278.2
            M    3564.5  3200.3  2475.3  1395.5   553.1   534.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.2             31.2
Deck+Haunch            34.5             34.5
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.8              3.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           69.4             69.4
DL-Comp.(DW)           37.1             37.1
Live                  152.3            152.3
        Truck         110.3            110.3
        Lane           42.0             42.0
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    7.10   14.70   22.30   29.90   37.50
Self wt.  : M       0.0    60.3    62.5   160.4   294.9   390.9   448.6   467.8
(Max)       V      24.9    23.3    23.2    20.2    15.2    10.1     5.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     7.3     7.5    19.4    35.6    47.2    54.2    56.5
DC(Max)     V       3.0     2.8     2.8     2.4     1.8     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
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    66.8    69.2   177.6   326.6   433.1   496.9   518.2
Haunch (Max)V      27.6    25.8    25.7    22.4    16.8    11.2     5.6     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.4     1.0     2.1     3.2     4.3     5.3
(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    26.8    27.8    71.3   131.2   173.9   199.6   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    12.0    12.4    31.8    58.5    77.6    89.0    92.8
DW(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   127.4   132.0   331.4   581.7   751.2   831.1   803.1
            V      91.1    86.8    86.7    79.1    67.0    52.0    39.9    27.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    91.1    86.8    86.7    79.1    67.0    55.0    43.0    32.1
            M       0.0   127.4   132.0   331.4   581.7   724.0   758.3   710.4
Total     : M+      0.0   300.9   311.8   792.9  1430.6  1877.0  2123.6  2151.8
            V     162.9   153.9   153.5   137.3   110.7    81.1    54.6    28.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   162.9   153.9   153.5   137.3   110.7    84.2    57.6    32.2
            M       0.0   300.9   311.8   792.9  1430.6  1849.8  2050.8  2059.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.10   52.70   60.30   67.90   72.41   72.50   75.00
Self wt.  : M     448.6   390.9   294.9   160.4    62.5    60.3     0.0
(Max)       V       5.1    10.1    15.2    20.2    23.2    23.3    24.9
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      54.2    47.2    35.6    19.4     7.5     7.3     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     496.9   433.1   326.6   177.6    69.2    66.8     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.7    25.8    27.6
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       4.3     3.2     2.1     1.0     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     199.6   173.9   131.2    71.3    27.8    26.8     0.0
DC(Max)     V       2.2     4.5     6.7     9.0    10.3    10.4    11.1
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      89.0    77.6    58.5    31.8    12.4    12.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
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+    831.1   751.2   581.7   331.4   132.0   127.4     0.0
            V      39.9    52.0    67.0    79.1    86.7    86.8    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    43.0    55.0    67.0    79.1    86.7    86.8    91.1
            M     758.3   724.0   581.7   331.4   132.0   127.4     0.0
Total     : M+   2123.6  1877.0  1430.6   792.9   311.8   300.9     0.0
            V      54.6    81.1   110.7   137.3   153.5   153.9   162.9
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    57.6    84.2   110.7   137.3   153.5   153.9   162.9
            M    2050.8  1849.8  1430.6   792.9   311.8   300.9     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.60   15.20   22.80   30.40   38.00
 
Beam-Self
Precast-top    0.121   0.286   0.507   0.662   0.750   0.782 
Bottom        -0.097  -0.230  -0.403  -0.521  -0.586  -0.611 
 
Prestress
Precast-top    0.348   0.151  -0.170  -0.487  -0.795  -0.795 
Bottom         1.807   1.961   2.210   2.450   2.680   2.680 
 
Total
Precast-top    0.469   0.438   0.337   0.175  -0.044  -0.013 
Bottom         1.710   1.732   1.807   1.929   2.094   2.070 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.35 %)
             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    7.10   14.70   22.30   29.90   37.50
 
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   0.015   0.015   0.039   0.071   0.094   0.107   0.112 
Precast-top    0.069   0.540   0.545   0.755   0.992   1.078   1.017   1.092 
Bottom         0.260   1.372   1.367   1.159   0.918   0.814   0.842   0.776 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.60   15.20   22.80   30.40   38.00
 
Beam-Self
Precast-top    0.121   0.286   0.507   0.662   0.750   0.782 
Bottom        -0.097  -0.230  -0.403  -0.521  -0.586  -0.611 
 
Prestress
Precast-top    0.348   0.151  -0.170  -0.487  -0.795  -0.795 
Bottom         1.807   1.961   2.210   2.450   2.680   2.680 
 
Total
Precast-top    0.469   0.438   0.337   0.175  -0.044  -0.013 
Bottom         1.710   1.732   1.807   1.929   2.094   2.070 
 
As_top  , in2  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 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.35 %)
             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    7.10   14.70   22.30   29.90   37.50
 
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    7.10   14.70   22.30   29.90   37.50
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   0.055   0.057   0.144   0.254   0.327   0.362   0.354 
Precast-top    0.034   0.306   0.310   0.471   0.659   0.749   0.740   0.770 
Bottom         0.130   0.581   0.574   0.307  -0.016  -0.201  -0.245  -0.256 
 

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
    278.2    7.0   58.9    0.282   3.9   6.00e-3 50.0    279.8     1.136    5.493      0.84
      0.0    0.4   58.7     31.5 0.148      25.4 0.87    12.00     0.099    1.675 
Transfer:   3.00
    263.5    7.0   58.9    1.690  23.5   3.34e-3 40.7    230.1     0.684    1.360      0.00
    534.0    2.2   57.8    189.0 0.133      39.2 1.37    12.00     0.099    1.777 
Critical:   5.31
    249.9    7.0   58.9    1.925  23.5   1.62e-3 34.7    192.4     0.462    1.020      0.00
    968.8    2.5   57.7    189.0 0.126      61.8 2.16    12.00     0.099    1.838 
0.1L    :   7.60
    236.5    7.0   58.9    2.156  23.5   1.57e-3 34.5    176.6     0.422    1.020      0.00
   1395.5    2.8   57.5    189.0 0.119      62.7 2.20    24.00     0.099    1.952 
0.2L    :  15.20
    194.3    7.0   53.4    3.472  23.5   0.90e-3 32.1    118.9     0.289    0.320      0.00
   2475.3    3.4   51.8    189.0 0.106      73.5 2.87    24.00     0.099    1.060 
0.3L    :  22.80
    153.1    7.0   54.2    3.906  23.5   1.11e-3 32.9     78.5     0.194    0.267      0.00
   3200.3    3.4   52.5    189.0 0.080      68.0 2.62    24.00     0.099    1.175 
0.4L    :  30.40
    112.6    7.0   57.4    3.906   0.0   1.28e-3 33.5     57.7     0.137    0.267      0.00
   3564.5    3.4   55.7    189.0 0.064      67.4 2.45    24.00     0.099    1.435 
0.5L    :  38.00
     73.0    7.0   57.4    3.906   0.0   0.96e-3 32.4      4.2     0.099    0.267      0.00
   3580.6    3.4   55.7    189.0 0.042      77.0 2.79    24.00     0.099    2.393 
0.6L    :  45.60
    112.6    7.0   57.4    3.906   0.0   1.28e-3 33.5     57.7     0.137    0.267      0.00
   3564.5    3.4   55.7    189.0 0.064      67.4 2.45    24.00     0.099    1.435 
0.7L    :  53.20
    153.1    7.0   54.2    3.906  23.5   1.11e-3 32.9     78.5     0.194    0.267      0.00
   3200.3    3.4   52.5    189.0 0.080      68.0 2.62    24.00     0.099    1.175 
0.8L    :  60.80
    194.3    7.0   53.4    3.472  23.5   0.90e-3 32.1    118.9     0.289    0.320      0.00
   2475.3    3.4   51.8    189.0 0.106      73.5 2.87    24.00     0.099    1.060 
0.9L    :  68.40
    236.5    7.0   58.9    2.156  23.5   1.57e-3 34.5    176.6     0.422    1.020      0.00
   1395.5    2.8   57.5    189.0 0.119      62.7 2.20    24.00     0.099    1.952 
Critical:  70.69
    249.9    7.0   58.9    1.925  23.5   1.62e-3 34.7    192.4     0.462    1.020      0.00
    968.8    2.5   57.7    189.0 0.126      61.8 2.16    12.00     0.099    1.838 
Transfer:  73.00
    263.5    7.0   58.9    1.690  23.5   3.34e-3 40.7    230.1     0.684    1.360      0.00
    534.0    2.2   57.8    189.0 0.133      39.2 1.37    12.00     0.099    1.777 
Bearing :  75.50
    278.2    7.0   58.9    0.282   3.9   6.00e-3 50.0    279.8     1.136    5.493      0.84
      0.0    0.4   58.7     31.5 0.148      25.4 0.87    12.00     0.099    1.675 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.53
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 2
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 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
    278.2      5.26     58.92    0.37       58.73    24.00      0.160      1.354      0.157      0.533 
Transfer:      2.50
    263.5      5.06     58.92    2.20       57.82    24.00      0.160      1.288      0.117      0.533 
Critical:      4.81
    249.9      4.82     58.92    2.50       57.67    24.00      0.160      1.205      0.067      0.400 
0.1L    :      7.10
    236.5      4.57     58.92    2.80       57.52    24.00      0.160      1.123      0.018      0.400 
0.2L    :     14.70
    194.3      4.17     53.44    3.37       51.75    24.00      0.160      0.991      0.000      0.320 
0.3L    :     22.30
    153.1      3.24     54.15    3.38       52.46    24.00      0.160      0.681      0.000      0.267 
0.4L    :     29.90
    112.6      2.25     57.36    3.38       55.67    24.00      0.160      0.349      0.000      0.267 
0.5L    :     37.50
     73.0      1.46     57.36    3.38       55.67    24.00      0.160      0.086      0.000      0.267 
0.6L    :     45.10
    112.6      2.25     57.36    3.38       55.67    24.00      0.160      0.349      0.000      0.267 
0.7L    :     52.70
    153.1      3.24     54.15    3.38       52.46    24.00      0.160      0.681      0.000      0.267 
0.8L    :     60.30
    194.3      4.17     53.44    3.37       51.75    24.00      0.160      0.991      0.000      0.320 
0.9L    :     67.90
    236.5      4.57     58.92    2.80       57.52    24.00      0.160      1.123      0.018      0.400 
Critical:     70.19
    249.9      4.82     58.92    2.50       57.67    24.00      0.160      1.205      0.067      0.400 
Transfer:     72.50
    263.5      5.06     58.92    2.20       57.82    24.00      0.160      1.288      0.117      0.533 
Bearing :     75.00
    278.2      5.26     58.92    0.37       58.73    24.00      0.160      1.354      0.157      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.10 ft
Prestress      :       0.474  1.80      0.853  2.20      1.042
Self Wt.       :      -0.178  1.85     -0.328  2.40     -0.426
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          :       0.296            0.525            0.616
 
At 0.2 x L = 14.70 ft
Prestress      :       0.869  1.80      1.564  2.20      1.911
Self Wt.       :      -0.333  1.85     -0.617  2.40     -0.800
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          :       0.535            0.947            1.111
 
At 0.3 x L = 22.30 ft
Prestress      :       1.162  1.80      2.091  2.20      2.556
Self Wt.       :      -0.452  1.85     -0.836  2.40     -1.085
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          :       0.710            1.255            1.471
 
At 0.4 x L = 29.90 ft
Prestress      :       1.333  1.80      2.400  2.20      2.933
Self Wt.       :      -0.523  1.85     -0.968  2.40     -1.255
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          :       0.810            1.432            1.678
 
At 0.5 x L = 37.50 ft
Prestress      :       1.399  1.80      2.519  2.20      3.078
Self Wt.       :      -0.549  1.85     -1.016  2.40     -1.318
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          :       0.850            1.502            1.760
 
At 0.6 x L = 45.10 ft
Prestress      :       1.333  1.80      2.400  2.20      2.933
Self Wt.       :      -0.523  1.85     -0.968  2.40     -1.255
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          :       0.810            1.432            1.678
 
At 0.7 x L = 52.70 ft
Prestress      :       1.162  1.80      2.091  2.20      2.556
Self Wt.       :      -0.452  1.85     -0.836  2.40     -1.085
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          :       0.710            1.255            1.471
 
At 0.8 x L = 60.30 ft
Prestress      :       0.869  1.80      1.564  2.20      1.911
Self Wt.       :      -0.333  1.85     -0.617  2.40     -0.800
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          :       0.535            0.947            1.111
 
At 0.9 x L = 67.90 ft
Prestress      :       0.474  1.80      0.853  2.20      1.042
Self Wt.       :      -0.178  1.85     -0.328  2.40     -0.426
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          :       0.296            0.525            0.616
 

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
   526.9    45.8  2.535  265.7    2.6   2.20   2508.6  0.067T 1.00       -       -     -     -  
H/2     :   2.59
   545.9    45.8  2.549  265.7    2.6   2.21   2524.4  0.066T 1.00       -       -     -     -  
0.1L    :   7.10
  1395.5    47.7  3.234  264.8    3.3   2.80   3306.5  0.052T 1.00       -       -     -     -  
0.2L    :  14.70
  2544.1    50.9  3.906  264.1    4.0   3.37   4234.7  0.043T 1.00    652.4   652.4    6.49    -  
0.3L    :  22.30
  3335.7    54.2  3.906  264.5    4.0   3.38   4516.2  0.043T 1.00    539.2   539.2    8.38    -  
0.4L    :  29.90
  3806.4    57.4  3.906  264.8    4.0   3.38   4797.7  0.042T 1.00    483.2   483.2    9.93    -  
0.5L    :  37.50
  3936.8    57.4  3.906  264.8    4.0   3.38   4797.7  0.042T 1.00    457.5   457.5   10.49    -  
0.6L    :  45.10
  3806.4    57.4  3.906  264.8    4.0   3.38   4797.7  0.042T 1.00    483.2   483.2    9.93    -  
0.7L    :  52.70
  3335.7    54.2  3.906  264.5    4.0   3.38   4516.2  0.043T 1.00    539.2   539.2    8.38    -  
0.8L    :  60.30
  2544.1    50.9  3.906  264.1    4.0   3.37   4234.7  0.043T 1.00    652.4   652.4    6.49    -  
0.9L    :  67.90
  1395.5    47.7  3.234  264.8    3.3   2.80   3306.5  0.052T 1.00       -       -     -     -  
H/2     :  72.41
   545.9    45.8  2.549  265.7    2.6   2.21   2524.4  0.066T 1.00       -       -     -     -  
Transfer:  72.50
   526.9    45.8  2.535  265.7    2.6   2.20   2508.6  0.067T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 2; Groups 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.010
        M   2.00 Fb     0.240
 
  2   2 E  50.50 Ft     0.384
        M  12.00 Fb     0.155
 
  3   2 E  46.50 Ft     0.731
        M   8.00 Fb     0.107
 
  4   2 E  42.50 Ft     1.032
        M   4.00 Fb     0.097
 
  5   2 E   6.00 Ft     0.947
        M   6.00 Fb     0.397
 
  6   2 E   4.00 Ft     0.840
        M   4.00 Fb     0.715
 
  7   2 E   4.00 Ft     0.732
        M   4.00 Fb     1.034
 
  8   2 E   2.00 Ft     0.601
        M   2.00 Fb     1.372
 
  9   2 E   2.00 Ft     0.469
        M   2.00 Fb     1.710
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 76.00            Release Length, ft: 76.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   6           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  6.24 %               Final losses: 13.46 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.094   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.044   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)                  4797.72     3936.81     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   0.112     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.092     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.372    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   0.770     Midspan
    Pre.Bot:                                                             2.000   0.581    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  37.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.399  1.80      2.519  2.20      3.078
Self Wt.       :      -0.549  1.85     -1.016  2.40     -1.318
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          :       0.850            1.502            1.760
 
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   75.00
     DC  Line       0.070      0.00       0.070   75.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    37.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 76.000 ft
Release length = 76.000 ft
Design  length = 75.000 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)  : 0.680   (Calculated)    
Live Moment (1  lane  loaded)  : 0.490   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.992   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.830   (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     7.10    14.70    22.30    29.90    37.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    642.6    662.2    662.2    662.2    662.2    662.2    662.2    662.2
  Yb      ,  in    24.33    24.09    24.09    24.02    23.91    23.79    23.68    23.68
  MI(Ixx) , in4   215157   216392   216406   217173   218837   220968   223564   223564
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1234.3   1252.7   1252.7   1252.7   1252.7   1252.7   1252.7   1252.7
  Yb      ,  in    40.63    40.27    40.27    40.24    40.18    40.12    40.07    40.07
  MI(Ixx) , in4   574034   584801   584843   586923   590788   595099   599856   599856

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:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 30.40 ft from member end )
END PATTERN (Ycg = 17.72 in):
     6 @  2.000 in     4 @  4.000 in     2 @  6.000 in     2 @ 42.500 in
     2 @ 46.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 4.89 in):
(A) Draped:
     2 @  4.000 in     2 @  8.000 in     2 @ 12.000 in
(B) Straight:
     6 @  2.000 in     4 @  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     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.022 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.027 ft
Holddown Force        =  26.786 kips     Beam Shrtng (PL/AE)   =      0.259 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)       
--------------------------------------------------------------------------------------
      1370.026         740 1013.819     12.485 50563.863   642.840     201.811        
 
 
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#4[M13]       60.00        0.40      12.00       3.8750     11.8750    Yes
      2      US#4[M13]       60.00        0.40      13.50      11.8750     13.0000    Yes
      2      US#5[M16]       60.00        0.62      10.50       3.5000      4.3750     No
      2      US#5[M16]       60.00        0.62      12.00       4.3750      8.3750     No
      2      US#4[M13]       60.00        0.40      15.00      13.0000     15.5000    Yes
      2      US#4[M13]       60.00        0.40      18.00      15.5000     60.5000    Yes
      2      US#4[M13]       60.00        0.40      15.00      60.5000     63.0000    Yes
      2      US#4[M13]       60.00        0.40      13.50      63.0000     64.1250    Yes
      2      US#4[M13]       60.00        0.40      12.00      64.1250     72.1250    Yes
      2      US#5[M16]       60.00        0.62      12.00      67.6250     71.6250     No
      2      US#5[M16]       60.00        0.62      10.50      71.6250     72.5000     No
      2      US#4[M13]       60.00        0.40       9.00      72.1250     75.8750    Yes
      2      US#5[M16]       60.00        0.62       9.00      72.5000     74.7500     No
      2      US#5[M16]       60.00        0.62       7.50      74.7500     75.3750     No
      2      US#5[M16]       60.00        0.62       3.00      75.3750     75.6250     No
      2      US#5[M16]       60.00        0.62       3.00      75.3750     75.8750     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 72.0000 76.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 25.8333       3.00 
      2 US#5[M16]           2.00 0.620 50.1670 76.0000       3.00 
      2 US#6[M19]           2.00 0.880 23.4163 52.5837       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  4.89 in
         P_init    =      765.7 kips  Ecc = 19.48 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.23 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.746 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.89 ksi    0.00 ksi
    due to Composite Loads                                 -1.41 ksi    0.00 ksi
    due to Live Loads                                      -4.76 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                        10.90 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.23 ksi  ( 6.24 %)            14.15 ksi ( 7.22 %)
Total Prestress Losses                                    26.38 ksi (13.46 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.6 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    7.10   14.70   22.30   29.90   37.50
Self wt.  : M       0.0    60.3    62.5   160.4   294.9   390.9   448.6   467.8
(Max)       V      24.9    23.3    23.2    20.2    15.2    10.1     5.1     0.0
DL-Prec.  : M       0.0     7.3     7.5    19.4    35.6    47.2    54.2    56.5
DC(Max)     V       3.0     2.8     2.8     2.4     1.8     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
Deck +    : M       0.0    66.8    69.2   177.6   326.6   433.1   496.9   518.2
Haunch (Max)V      27.6    25.8    25.7    22.4    16.8    11.2     5.6     0.0
Diaphragm : M       0.0     0.4     0.4     1.0     2.1     3.2     4.3     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.8    27.8    71.3   131.2   173.9   199.6   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    12.0    12.4    31.8    58.5    77.6    89.0    92.8
DW(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   175.4   181.8   463.2   839.0  1090.9  1239.2  1273.0
            V     107.0   102.0   101.9    93.0    78.6    64.3    45.4    31.0
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   107.0   102.0   101.9    93.0    79.4    66.3    53.7    41.6
            M       0.0   179.5   185.9   463.2   799.7  1013.5  1100.9  1069.4
Total     : M+      0.0   348.9   361.5   924.7  1687.9  2216.7  2531.7  2621.7
            V     178.8   169.0   168.7   151.2   122.3    93.5    60.0    31.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   178.8   169.0   168.7   151.2   123.1    95.5    68.4    41.8
            M       0.0   353.0   365.7   924.7  1648.6  2139.4  2393.4  2418.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.10   52.70   60.30   67.90   72.41   72.50   75.00
Self wt.  : M     448.6   390.9   294.9   160.4    62.5    60.3     0.0
(Max)       V       5.1    10.1    15.2    20.2    23.2    23.3    24.9
DL-Prec.  : M      54.2    47.2    35.6    19.4     7.5     7.3     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     496.9   433.1   326.6   177.6    69.2    66.8     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.7    25.8    27.6
Diaphragm : M       4.3     3.2     2.1     1.0     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     199.6   173.9   131.2    71.3    27.8    26.8     0.0
DC(Max)     V       2.2     4.5     6.7     9.0    10.3    10.4    11.1
DL-Comp   : M      89.0    77.6    58.5    31.8    12.4    12.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
LL + I    : M+   1239.2  1090.9   839.0   463.2   181.8   175.4     0.0
            V      45.4    64.3    78.6    93.0   101.9   102.0   107.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.7    66.3    79.4    93.0   101.9   102.0   107.0
            M    1100.9  1013.5   799.7   463.2   185.9   179.5     0.0
Total     : M+   2531.7  2216.7  1687.9   924.7   361.5   349.0     0.0
            V      60.0    93.5   122.3   151.2   168.7   169.0   178.8
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    68.4    95.5   123.1   151.2   168.7   169.0   178.8
            M    2393.4  2139.4  1648.6   924.7   365.7   353.0     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.9             24.9
Deck+Haunch            27.6             27.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.0              3.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           24.7             24.7
Live                   87.0             87.0
        Truck          63.0             63.0
        Lane           24.0             24.0
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    7.10   14.70   22.30   29.90   37.50
Self wt.  : M       0.0    60.3    62.5   160.4   294.9   390.9   448.6   467.8
(Max)       V      24.9    23.3    23.2    20.2    15.2    10.1     5.1     0.0
DL-Prec.  : M       0.0     7.3     7.5    19.4    35.6    47.2    54.2    56.5
DC(Max)     V       3.0     2.8     2.8     2.4     1.8     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
Deck +    : M       0.0    66.8    69.2   177.6   326.6   433.1   496.9   518.2
Haunch (Max)V      27.6    25.8    25.7    22.4    16.8    11.2     5.6     0.0
Diaphragm : M       0.0     0.4     0.4     1.0     2.1     3.2     4.3     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.8    27.8    71.3   131.2   173.9   199.6   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    12.0    12.4    31.8    58.5    77.6    89.0    92.8
DW(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   140.4   145.4   370.6   671.2   872.7   991.4  1018.4
            V      85.6    81.6    81.5    74.4    62.9    51.5    36.3    24.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    85.6    81.6    81.5    74.4    63.5    53.1    43.0    33.3
            M       0.0   143.6   148.7   370.6   639.8   810.8   880.7   855.6
Total     : M+      0.0   313.9   325.2   832.1  1520.1  1998.5  2283.8  2367.1
            V     157.4   148.6   148.3   132.6   106.6    80.6    50.9    25.0
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   157.4   148.6   148.3   132.6   107.2    82.2    57.7    33.4
            M       0.0   317.1   328.5   832.1  1488.7  1936.7  2173.2  2204.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.10   52.70   60.30   67.90   72.41   72.50   75.00
Self wt.  : M     448.6   390.9   294.9   160.4    62.5    60.3     0.0
(Max)       V       5.1    10.1    15.2    20.2    23.2    23.3    24.9
DL-Prec.  : M      54.2    47.2    35.6    19.4     7.5     7.3     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     496.9   433.1   326.6   177.6    69.2    66.8     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.7    25.8    27.6
Diaphragm : M       4.3     3.2     2.1     1.0     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     199.6   173.9   131.2    71.3    27.8    26.8     0.0
DC(Max)     V       2.2     4.5     6.7     9.0    10.3    10.4    11.1
DL-Comp   : M      89.0    77.6    58.5    31.8    12.4    12.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
LL + I    : M+    991.4   872.7   671.2   370.6   145.4   140.4     0.0
            V      36.3    51.5    62.9    74.4    81.5    81.6    85.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.0    53.1    63.5    74.4    81.5    81.6    85.6
            M     880.7   810.8   639.8   370.6   148.7   143.6     0.0
Total     : M+   2283.8  1998.5  1520.1   832.1   325.2   313.9     0.0
            V      50.9    80.6   106.6   132.6   148.3   148.6   157.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    57.7    82.2   107.2   132.6   148.3   148.6   157.4
            M    2173.2  1936.7  1488.7   832.1   328.5   317.1     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    7.10   14.70   22.30   29.90   37.50
Self wt.  : M       0.0    75.4    78.1   200.5   368.6   488.7   560.7   584.7
(Max)       V      31.2    29.1    29.0    25.3    19.0    12.6     6.3     0.0
Self wt.  : M       0.0    54.3    56.2   144.3   265.4   351.8   403.7   421.0
(Min)       V      22.5    21.0    20.9    18.2    13.7     9.1     4.6     0.0
DL-Prec.  : M       0.0     9.1     9.4    24.2    44.5    59.0    67.7    70.6
DC(Max)     V       3.8     3.5     3.5     3.1     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     6.6     6.8    17.4    32.0    42.5    48.7    50.8
DC(Min)     V       2.7     2.5     2.5     2.2     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    83.5    86.5   222.1   408.3   541.3   621.1   647.7
Haunch (Max)V      34.5    32.2    32.2    28.0    21.0    14.0     7.0     0.0
Deck +    : M       0.0    60.1    62.3   159.9   294.0   389.7   447.2   466.4
Haunch (Min)V      24.9    23.2    23.2    20.2    15.1    10.1     5.0     0.0
Diaphragm : M       0.0     0.4     0.5     1.3     2.6     4.0     5.3     6.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.9     1.9     2.9     3.8     4.8
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.5    34.7    89.2   164.0   217.4   249.5   260.2
DC(Max)     V      13.9    13.0    12.9    11.2     8.4     5.6     2.8     0.0
DL-Comp   : M       0.0    24.1    25.0    64.2   118.1   156.5   179.6   187.3
DC(Min)     V      10.0     9.3     9.3     8.1     6.1     4.0     2.0     0.0
DL-Comp   : M       0.0    17.9    18.6    47.7    87.8   116.3   133.5   139.2
DW(Max)     V       7.4     6.9     6.9     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.8     8.1    20.7    38.0    50.4    57.9    60.3
DW(Min)     V       3.2     3.0     3.0     2.6     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   307.0   318.1   810.6  1468.3  1909.0  2168.6  2227.7
            V     187.2   178.6   178.2   162.7   137.6   112.6    79.4    54.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   187.2   178.6   178.2   162.7   139.0   116.1    94.0    72.8
            M       0.0   314.1   325.3   810.6  1399.5  1773.6  1926.6  1871.5
Total     : M+      0.0   526.9   545.9  1395.5  2544.1  3335.7  3806.4  3936.8
            V     278.2   263.5   262.9   236.5   193.0   149.5    97.9    54.5
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   278.2   263.5   262.9   236.5   194.3   153.1   112.6    73.0
            M       0.0   534.0   553.1  1395.5  2475.3  3200.3  3564.5  3580.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.10   52.70   60.30   67.90   72.41   72.50   75.00
Self wt.  : M     560.7   488.7   368.6   200.5    78.1    75.4     0.0
(Max)       V       6.3    12.6    19.0    25.3    29.0    29.1    31.2
Self wt.  : M     403.7   351.8   265.4   144.3    56.2    54.3     0.0
(Min)       V       4.6     9.1    13.7    18.2    20.9    21.0    22.5
DL-Prec.  : M      67.7    59.0    44.5    24.2     9.4     9.1     0.0
DC(Max)     V       0.8     1.5     2.3     3.1     3.5     3.5     3.8
DL-Prec.  : M      48.7    42.5    32.0    17.4     6.8     6.6     0.0
DC(Min)     V       0.5     1.1     1.6     2.2     2.5     2.5     2.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     621.1   541.3   408.3   222.1    86.5    83.5     0.0
Haunch (Max)V       7.0    14.0    21.0    28.0    32.2    32.2    34.5
Deck +    : M     447.2   389.7   294.0   159.9    62.3    60.1     0.0
Haunch (Min)V       5.0    10.1    15.1    20.2    23.2    23.2    24.9
Diaphragm : M       5.3     4.0     2.6     1.3     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.8     2.9     1.9     0.9     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     249.5   217.4   164.0    89.2    34.7    33.5     0.0
DC(Max)     V       2.8     5.6     8.4    11.2    12.9    12.9    13.9
DL-Comp   : M     179.6   156.5   118.1    64.2    25.0    24.1     0.0
DC(Min)     V       2.0     4.0     6.1     8.1     9.3     9.3    10.0
DL-Comp   : M     133.5   116.3    87.8    47.7    18.6    17.9     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     6.9     7.4
DL-Comp   : M      57.9    50.4    38.0    20.7     8.1     7.8     0.0
DW(Min)     V       0.7     1.3     2.0     2.6     3.0     3.0     3.2
LL + I    : M+   2168.6  1909.0  1468.3   810.6   318.1   307.0     0.0
            V      79.4   112.6   137.6   162.7   178.2   178.6   187.2
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    94.0   116.1   139.0   162.7   178.2   178.6   187.2
            M    1926.6  1773.6  1399.5   810.6   325.3   314.1     0.0
Total     : M+   3806.4  3335.7  2544.1  1395.5   545.9   526.9     0.0
            V      97.9   149.5   193.0   236.5   262.9   263.5   278.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   112.6   153.1   194.3   236.5   262.9   263.5   278.2
            M    3564.5  3200.3  2475.3  1395.5   553.1   534.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.2             31.2
Deck+Haunch            34.5             34.5
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.8              3.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           69.4             69.4
DL-Comp.(DW)           37.1             37.1
Live                  152.3            152.3
        Truck         110.3            110.3
        Lane           42.0             42.0
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    7.10   14.70   22.30   29.90   37.50
Self wt.  : M       0.0    60.3    62.5   160.4   294.9   390.9   448.6   467.8
(Max)       V      24.9    23.3    23.2    20.2    15.2    10.1     5.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     7.3     7.5    19.4    35.6    47.2    54.2    56.5
DC(Max)     V       3.0     2.8     2.8     2.4     1.8     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
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    66.8    69.2   177.6   326.6   433.1   496.9   518.2
Haunch (Max)V      27.6    25.8    25.7    22.4    16.8    11.2     5.6     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.4     1.0     2.1     3.2     4.3     5.3
(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    26.8    27.8    71.3   131.2   173.9   199.6   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    12.0    12.4    31.8    58.5    77.6    89.0    92.8
DW(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   127.4   132.0   331.4   581.7   751.2   831.1   803.1
            V      91.1    86.8    86.7    79.1    67.0    52.0    39.9    27.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    91.1    86.8    86.7    79.1    67.0    55.0    43.0    32.1
            M       0.0   127.4   132.0   331.4   581.7   724.0   758.3   710.4
Total     : M+      0.0   300.9   311.8   792.9  1430.6  1877.0  2123.6  2151.8
            V     162.9   153.9   153.5   137.3   110.7    81.1    54.6    28.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   162.9   153.9   153.5   137.3   110.7    84.2    57.6    32.2
            M       0.0   300.9   311.8   792.9  1430.6  1849.8  2050.8  2059.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.10   52.70   60.30   67.90   72.41   72.50   75.00
Self wt.  : M     448.6   390.9   294.9   160.4    62.5    60.3     0.0
(Max)       V       5.1    10.1    15.2    20.2    23.2    23.3    24.9
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      54.2    47.2    35.6    19.4     7.5     7.3     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     496.9   433.1   326.6   177.6    69.2    66.8     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.7    25.8    27.6
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       4.3     3.2     2.1     1.0     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     199.6   173.9   131.2    71.3    27.8    26.8     0.0
DC(Max)     V       2.2     4.5     6.7     9.0    10.3    10.4    11.1
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      89.0    77.6    58.5    31.8    12.4    12.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
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+    831.1   751.2   581.7   331.4   132.0   127.4     0.0
            V      39.9    52.0    67.0    79.1    86.7    86.8    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    43.0    55.0    67.0    79.1    86.7    86.8    91.1
            M     758.3   724.0   581.7   331.4   132.0   127.4     0.0
Total     : M+   2123.6  1877.0  1430.6   792.9   311.8   300.9     0.0
            V      54.6    81.1   110.7   137.3   153.5   153.9   162.9
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    57.6    84.2   110.7   137.3   153.5   153.9   162.9
            M    2050.8  1849.8  1430.6   792.9   311.8   300.9     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.60   15.20   22.80   30.40   38.00
 
Beam-Self
Precast-top    0.121   0.286   0.507   0.662   0.750   0.782 
Bottom        -0.097  -0.230  -0.403  -0.521  -0.586  -0.611 
 
Prestress
Precast-top    0.348   0.151  -0.170  -0.487  -0.795  -0.795 
Bottom         1.807   1.961   2.210   2.450   2.680   2.680 
 
Total
Precast-top    0.469   0.438   0.337   0.175  -0.044  -0.013 
Bottom         1.710   1.732   1.807   1.929   2.094   2.070 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.35 %)
             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    7.10   14.70   22.30   29.90   37.50
 
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   0.015   0.015   0.039   0.071   0.094   0.107   0.112 
Precast-top    0.069   0.540   0.545   0.755   0.992   1.078   1.017   1.092 
Bottom         0.260   1.372   1.367   1.159   0.918   0.814   0.842   0.776 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.60   15.20   22.80   30.40   38.00
 
Beam-Self
Precast-top    0.121   0.286   0.507   0.662   0.750   0.782 
Bottom        -0.097  -0.230  -0.403  -0.521  -0.586  -0.611 
 
Prestress
Precast-top    0.348   0.151  -0.170  -0.487  -0.795  -0.795 
Bottom         1.807   1.961   2.210   2.450   2.680   2.680 
 
Total
Precast-top    0.469   0.438   0.337   0.175  -0.044  -0.013 
Bottom         1.710   1.732   1.807   1.929   2.094   2.070 
 
As_top  , in2  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 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.35 %)
             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    7.10   14.70   22.30   29.90   37.50
 
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    7.10   14.70   22.30   29.90   37.50
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   0.055   0.057   0.144   0.254   0.327   0.362   0.354 
Precast-top    0.034   0.306   0.310   0.471   0.659   0.749   0.740   0.770 
Bottom         0.130   0.581   0.574   0.307  -0.016  -0.201  -0.245  -0.256 
 

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
    278.2    7.0   58.9    0.282   3.9   6.00e-3 50.0    279.8     1.136    5.493      0.84
      0.0    0.4   58.7     31.5 0.148      25.4 0.87    12.00     0.099    1.675 
Transfer:   3.00
    263.5    7.0   58.9    1.690  23.5   3.34e-3 40.7    230.1     0.684    1.360      0.00
    534.0    2.2   57.8    189.0 0.133      39.2 1.37    12.00     0.099    1.777 
Critical:   5.31
    249.9    7.0   58.9    1.925  23.5   1.62e-3 34.7    192.4     0.462    1.020      0.00
    968.8    2.5   57.7    189.0 0.126      61.8 2.16    12.00     0.099    1.838 
0.1L    :   7.60
    236.5    7.0   58.9    2.156  23.5   1.57e-3 34.5    176.6     0.422    1.020      0.00
   1395.5    2.8   57.5    189.0 0.119      62.7 2.20    24.00     0.099    1.952 
0.2L    :  15.20
    194.3    7.0   53.4    3.472  23.5   0.90e-3 32.1    118.9     0.289    0.320      0.00
   2475.3    3.4   51.8    189.0 0.106      73.5 2.87    24.00     0.099    1.060 
0.3L    :  22.80
    153.1    7.0   54.2    3.906  23.5   1.11e-3 32.9     78.5     0.194    0.267      0.00
   3200.3    3.4   52.5    189.0 0.080      68.0 2.62    24.00     0.099    1.175 
0.4L    :  30.40
    112.6    7.0   57.4    3.906   0.0   1.28e-3 33.5     57.7     0.137    0.267      0.00
   3564.5    3.4   55.7    189.0 0.064      67.4 2.45    24.00     0.099    1.435 
0.5L    :  38.00
     73.0    7.0   57.4    3.906   0.0   0.96e-3 32.4      4.2     0.099    0.267      0.00
   3580.6    3.4   55.7    189.0 0.042      77.0 2.79    24.00     0.099    2.393 
0.6L    :  45.60
    112.6    7.0   57.4    3.906   0.0   1.28e-3 33.5     57.7     0.137    0.267      0.00
   3564.5    3.4   55.7    189.0 0.064      67.4 2.45    24.00     0.099    1.435 
0.7L    :  53.20
    153.1    7.0   54.2    3.906  23.5   1.11e-3 32.9     78.5     0.194    0.267      0.00
   3200.3    3.4   52.5    189.0 0.080      68.0 2.62    24.00     0.099    1.175 
0.8L    :  60.80
    194.3    7.0   53.4    3.472  23.5   0.90e-3 32.1    118.9     0.289    0.320      0.00
   2475.3    3.4   51.8    189.0 0.106      73.5 2.87    24.00     0.099    1.060 
0.9L    :  68.40
    236.5    7.0   58.9    2.156  23.5   1.57e-3 34.5    176.6     0.422    1.020      0.00
   1395.5    2.8   57.5    189.0 0.119      62.7 2.20    24.00     0.099    1.952 
Critical:  70.69
    249.9    7.0   58.9    1.925  23.5   1.62e-3 34.7    192.4     0.462    1.020      0.00
    968.8    2.5   57.7    189.0 0.126      61.8 2.16    12.00     0.099    1.838 
Transfer:  73.00
    263.5    7.0   58.9    1.690  23.5   3.34e-3 40.7    230.1     0.684    1.360      0.00
    534.0    2.2   57.8    189.0 0.133      39.2 1.37    12.00     0.099    1.777 
Bearing :  75.50
    278.2    7.0   58.9    0.282   3.9   6.00e-3 50.0    279.8     1.136    5.493      0.84
      0.0    0.4   58.7     31.5 0.148      25.4 0.87    12.00     0.099    1.675 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.53
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 3
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 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
    278.2      5.26     58.92    0.37       58.73    24.00      0.160      1.354      0.157      0.533 
Transfer:      2.50
    263.5      5.06     58.92    2.20       57.82    24.00      0.160      1.288      0.117      0.533 
Critical:      4.81
    249.9      4.82     58.92    2.50       57.67    24.00      0.160      1.205      0.067      0.400 
0.1L    :      7.10
    236.5      4.57     58.92    2.80       57.52    24.00      0.160      1.123      0.018      0.400 
0.2L    :     14.70
    194.3      4.17     53.44    3.37       51.75    24.00      0.160      0.991      0.000      0.320 
0.3L    :     22.30
    153.1      3.24     54.15    3.38       52.46    24.00      0.160      0.681      0.000      0.267 
0.4L    :     29.90
    112.6      2.25     57.36    3.38       55.67    24.00      0.160      0.349      0.000      0.267 
0.5L    :     37.50
     73.0      1.46     57.36    3.38       55.67    24.00      0.160      0.086      0.000      0.267 
0.6L    :     45.10
    112.6      2.25     57.36    3.38       55.67    24.00      0.160      0.349      0.000      0.267 
0.7L    :     52.70
    153.1      3.24     54.15    3.38       52.46    24.00      0.160      0.681      0.000      0.267 
0.8L    :     60.30
    194.3      4.17     53.44    3.37       51.75    24.00      0.160      0.991      0.000      0.320 
0.9L    :     67.90
    236.5      4.57     58.92    2.80       57.52    24.00      0.160      1.123      0.018      0.400 
Critical:     70.19
    249.9      4.82     58.92    2.50       57.67    24.00      0.160      1.205      0.067      0.400 
Transfer:     72.50
    263.5      5.06     58.92    2.20       57.82    24.00      0.160      1.288      0.117      0.533 
Bearing :     75.00
    278.2      5.26     58.92    0.37       58.73    24.00      0.160      1.354      0.157      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.10 ft
Prestress      :       0.474  1.80      0.853  2.20      1.042
Self Wt.       :      -0.178  1.85     -0.328  2.40     -0.426
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          :       0.296            0.525            0.616
 
At 0.2 x L = 14.70 ft
Prestress      :       0.869  1.80      1.564  2.20      1.911
Self Wt.       :      -0.333  1.85     -0.617  2.40     -0.800
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          :       0.535            0.947            1.111
 
At 0.3 x L = 22.30 ft
Prestress      :       1.162  1.80      2.091  2.20      2.556
Self Wt.       :      -0.452  1.85     -0.836  2.40     -1.085
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          :       0.710            1.255            1.471
 
At 0.4 x L = 29.90 ft
Prestress      :       1.333  1.80      2.400  2.20      2.933
Self Wt.       :      -0.523  1.85     -0.968  2.40     -1.255
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          :       0.810            1.432            1.678
 
At 0.5 x L = 37.50 ft
Prestress      :       1.399  1.80      2.519  2.20      3.078
Self Wt.       :      -0.549  1.85     -1.016  2.40     -1.318
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          :       0.850            1.502            1.760
 
At 0.6 x L = 45.10 ft
Prestress      :       1.333  1.80      2.400  2.20      2.933
Self Wt.       :      -0.523  1.85     -0.968  2.40     -1.255
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          :       0.810            1.432            1.678
 
At 0.7 x L = 52.70 ft
Prestress      :       1.162  1.80      2.091  2.20      2.556
Self Wt.       :      -0.452  1.85     -0.836  2.40     -1.085
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          :       0.710            1.255            1.471
 
At 0.8 x L = 60.30 ft
Prestress      :       0.869  1.80      1.564  2.20      1.911
Self Wt.       :      -0.333  1.85     -0.617  2.40     -0.800
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          :       0.535            0.947            1.111
 
At 0.9 x L = 67.90 ft
Prestress      :       0.474  1.80      0.853  2.20      1.042
Self Wt.       :      -0.178  1.85     -0.328  2.40     -0.426
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          :       0.296            0.525            0.616
 

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
   526.9    45.8  2.535  265.7    2.6   2.20   2508.6  0.067T 1.00       -       -     -     -  
H/2     :   2.59
   545.9    45.8  2.549  265.7    2.6   2.21   2524.4  0.066T 1.00       -       -     -     -  
0.1L    :   7.10
  1395.5    47.7  3.234  264.8    3.3   2.80   3306.5  0.052T 1.00       -       -     -     -  
0.2L    :  14.70
  2544.1    50.9  3.906  264.1    4.0   3.37   4234.7  0.043T 1.00    652.4   652.4    6.49    -  
0.3L    :  22.30
  3335.7    54.2  3.906  264.5    4.0   3.38   4516.2  0.043T 1.00    539.2   539.2    8.38    -  
0.4L    :  29.90
  3806.4    57.4  3.906  264.8    4.0   3.38   4797.7  0.042T 1.00    483.2   483.2    9.93    -  
0.5L    :  37.50
  3936.8    57.4  3.906  264.8    4.0   3.38   4797.7  0.042T 1.00    457.5   457.5   10.49    -  
0.6L    :  45.10
  3806.4    57.4  3.906  264.8    4.0   3.38   4797.7  0.042T 1.00    483.2   483.2    9.93    -  
0.7L    :  52.70
  3335.7    54.2  3.906  264.5    4.0   3.38   4516.2  0.043T 1.00    539.2   539.2    8.38    -  
0.8L    :  60.30
  2544.1    50.9  3.906  264.1    4.0   3.37   4234.7  0.043T 1.00    652.4   652.4    6.49    -  
0.9L    :  67.90
  1395.5    47.7  3.234  264.8    3.3   2.80   3306.5  0.052T 1.00       -       -     -     -  
H/2     :  72.41
   545.9    45.8  2.549  265.7    2.6   2.21   2524.4  0.066T 1.00       -       -     -     -  
Transfer:  72.50
   526.9    45.8  2.535  265.7    2.6   2.20   2508.6  0.067T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 3; Groups 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.010
        M   2.00 Fb     0.240
 
  2   2 E  50.50 Ft     0.384
        M  12.00 Fb     0.155
 
  3   2 E  46.50 Ft     0.731
        M   8.00 Fb     0.107
 
  4   2 E  42.50 Ft     1.032
        M   4.00 Fb     0.097
 
  5   2 E   6.00 Ft     0.947
        M   6.00 Fb     0.397
 
  6   2 E   4.00 Ft     0.840
        M   4.00 Fb     0.715
 
  7   2 E   4.00 Ft     0.732
        M   4.00 Fb     1.034
 
  8   2 E   2.00 Ft     0.601
        M   2.00 Fb     1.372
 
  9   2 E   2.00 Ft     0.469
        M   2.00 Fb     1.710
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 76.00            Release Length, ft: 76.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   6           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  6.24 %               Final losses: 13.46 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.094   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.044   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)                  4797.72     3936.81     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   0.112     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.092     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.372    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   0.770     Midspan
    Pre.Bot:                                                             2.000   0.581    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  37.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.399  1.80      2.519  2.20      3.078
Self Wt.       :      -0.549  1.85     -1.016  2.40     -1.318
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          :       0.850            1.502            1.760
 
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   75.00
     DC  Line       0.070      0.00       0.070   75.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    37.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 76.000 ft
Release length = 76.000 ft
Design  length = 75.000 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)  : 0.680   (Calculated)    
Live Moment (1  lane  loaded)  : 0.490   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.992   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.830   (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     7.10    14.70    22.30    29.90    37.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    642.6    662.2    662.2    662.2    662.2    662.2    662.2    662.2
  Yb      ,  in    24.33    24.09    24.09    24.02    23.91    23.79    23.68    23.68
  MI(Ixx) , in4   215157   216392   216406   217173   218837   220968   223564   223564
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1234.3   1252.7   1252.7   1252.7   1252.7   1252.7   1252.7   1252.7
  Yb      ,  in    40.63    40.27    40.27    40.24    40.18    40.12    40.07    40.07
  MI(Ixx) , in4   574034   584801   584843   586923   590788   595099   599856   599856

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:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 30.40 ft from member end )
END PATTERN (Ycg = 17.72 in):
     6 @  2.000 in     4 @  4.000 in     2 @  6.000 in     2 @ 42.500 in
     2 @ 46.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 4.89 in):
(A) Draped:
     2 @  4.000 in     2 @  8.000 in     2 @ 12.000 in
(B) Straight:
     6 @  2.000 in     4 @  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     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.022 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.027 ft
Holddown Force        =  26.786 kips     Beam Shrtng (PL/AE)   =      0.259 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)       
--------------------------------------------------------------------------------------
      1370.026         740 1013.819     12.485 50563.863   642.840     201.811        
 
 
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#4[M13]       60.00        0.40      12.00       3.8750     11.8750    Yes
      2      US#4[M13]       60.00        0.40      13.50      11.8750     13.0000    Yes
      2      US#5[M16]       60.00        0.62      10.50       3.5000      4.3750     No
      2      US#5[M16]       60.00        0.62      12.00       4.3750      8.3750     No
      2      US#4[M13]       60.00        0.40      15.00      13.0000     15.5000    Yes
      2      US#4[M13]       60.00        0.40      18.00      15.5000     60.5000    Yes
      2      US#4[M13]       60.00        0.40      15.00      60.5000     63.0000    Yes
      2      US#4[M13]       60.00        0.40      13.50      63.0000     64.1250    Yes
      2      US#4[M13]       60.00        0.40      12.00      64.1250     72.1250    Yes
      2      US#5[M16]       60.00        0.62      12.00      67.6250     71.6250     No
      2      US#5[M16]       60.00        0.62      10.50      71.6250     72.5000     No
      2      US#4[M13]       60.00        0.40       9.00      72.1250     75.8750    Yes
      2      US#5[M16]       60.00        0.62       9.00      72.5000     74.7500     No
      2      US#5[M16]       60.00        0.62       7.50      74.7500     75.3750     No
      2      US#5[M16]       60.00        0.62       3.00      75.3750     75.6250     No
      2      US#5[M16]       60.00        0.62       3.00      75.3750     75.8750     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 72.0000 76.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 25.8333       3.00 
      2 US#5[M16]           2.00 0.620 50.1670 76.0000       3.00 
      2 US#6[M19]           2.00 0.880 23.4163 52.5837       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  4.89 in
         P_init    =      765.7 kips  Ecc = 19.48 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.23 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.746 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.89 ksi    0.00 ksi
    due to Composite Loads                                 -1.41 ksi    0.00 ksi
    due to Live Loads                                      -4.76 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                        10.90 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.23 ksi  ( 6.24 %)            14.15 ksi ( 7.22 %)
Total Prestress Losses                                    26.38 ksi (13.46 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.6 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    7.10   14.70   22.30   29.90   37.50
Self wt.  : M       0.0    60.3    62.5   160.4   294.9   390.9   448.6   467.8
(Max)       V      24.9    23.3    23.2    20.2    15.2    10.1     5.1     0.0
DL-Prec.  : M       0.0     7.3     7.5    19.4    35.6    47.2    54.2    56.5
DC(Max)     V       3.0     2.8     2.8     2.4     1.8     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
Deck +    : M       0.0    66.8    69.2   177.6   326.6   433.1   496.9   518.2
Haunch (Max)V      27.6    25.8    25.7    22.4    16.8    11.2     5.6     0.0
Diaphragm : M       0.0     0.4     0.4     1.0     2.1     3.2     4.3     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.8    27.8    71.3   131.2   173.9   199.6   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    12.0    12.4    31.8    58.5    77.6    89.0    92.8
DW(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   175.4   181.8   463.2   839.0  1090.9  1239.2  1273.0
            V     107.0   102.0   101.9    93.0    78.6    64.3    45.4    31.0
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   107.0   102.0   101.9    93.0    79.4    66.3    53.7    41.6
            M       0.0   179.5   185.9   463.2   799.7  1013.5  1100.9  1069.4
Total     : M+      0.0   348.9   361.5   924.7  1687.9  2216.7  2531.7  2621.7
            V     178.8   169.0   168.7   151.2   122.3    93.5    60.0    31.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   178.8   169.0   168.7   151.2   123.1    95.5    68.4    41.8
            M       0.0   353.0   365.7   924.7  1648.6  2139.4  2393.4  2418.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.10   52.70   60.30   67.90   72.41   72.50   75.00
Self wt.  : M     448.6   390.9   294.9   160.4    62.5    60.3     0.0
(Max)       V       5.1    10.1    15.2    20.2    23.2    23.3    24.9
DL-Prec.  : M      54.2    47.2    35.6    19.4     7.5     7.3     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     496.9   433.1   326.6   177.6    69.2    66.8     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.7    25.8    27.6
Diaphragm : M       4.3     3.2     2.1     1.0     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     199.6   173.9   131.2    71.3    27.8    26.8     0.0
DC(Max)     V       2.2     4.5     6.7     9.0    10.3    10.4    11.1
DL-Comp   : M      89.0    77.6    58.5    31.8    12.4    12.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
LL + I    : M+   1239.2  1090.9   839.0   463.2   181.8   175.4     0.0
            V      45.4    64.3    78.6    93.0   101.9   102.0   107.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.7    66.3    79.4    93.0   101.9   102.0   107.0
            M    1100.9  1013.5   799.7   463.2   185.9   179.5     0.0
Total     : M+   2531.7  2216.7  1687.9   924.7   361.5   349.0     0.0
            V      60.0    93.5   122.3   151.2   168.7   169.0   178.8
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    68.4    95.5   123.1   151.2   168.7   169.0   178.8
            M    2393.4  2139.4  1648.6   924.7   365.7   353.0     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.9             24.9
Deck+Haunch            27.6             27.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.0              3.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           24.7             24.7
Live                   87.0             87.0
        Truck          63.0             63.0
        Lane           24.0             24.0
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    7.10   14.70   22.30   29.90   37.50
Self wt.  : M       0.0    60.3    62.5   160.4   294.9   390.9   448.6   467.8
(Max)       V      24.9    23.3    23.2    20.2    15.2    10.1     5.1     0.0
DL-Prec.  : M       0.0     7.3     7.5    19.4    35.6    47.2    54.2    56.5
DC(Max)     V       3.0     2.8     2.8     2.4     1.8     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
Deck +    : M       0.0    66.8    69.2   177.6   326.6   433.1   496.9   518.2
Haunch (Max)V      27.6    25.8    25.7    22.4    16.8    11.2     5.6     0.0
Diaphragm : M       0.0     0.4     0.4     1.0     2.1     3.2     4.3     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.8    27.8    71.3   131.2   173.9   199.6   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    12.0    12.4    31.8    58.5    77.6    89.0    92.8
DW(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   140.4   145.4   370.6   671.2   872.7   991.4  1018.4
            V      85.6    81.6    81.5    74.4    62.9    51.5    36.3    24.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    85.6    81.6    81.5    74.4    63.5    53.1    43.0    33.3
            M       0.0   143.6   148.7   370.6   639.8   810.8   880.7   855.6
Total     : M+      0.0   313.9   325.2   832.1  1520.1  1998.5  2283.8  2367.1
            V     157.4   148.6   148.3   132.6   106.6    80.6    50.9    25.0
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   157.4   148.6   148.3   132.6   107.2    82.2    57.7    33.4
            M       0.0   317.1   328.5   832.1  1488.7  1936.7  2173.2  2204.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.10   52.70   60.30   67.90   72.41   72.50   75.00
Self wt.  : M     448.6   390.9   294.9   160.4    62.5    60.3     0.0
(Max)       V       5.1    10.1    15.2    20.2    23.2    23.3    24.9
DL-Prec.  : M      54.2    47.2    35.6    19.4     7.5     7.3     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     496.9   433.1   326.6   177.6    69.2    66.8     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.7    25.8    27.6
Diaphragm : M       4.3     3.2     2.1     1.0     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     199.6   173.9   131.2    71.3    27.8    26.8     0.0
DC(Max)     V       2.2     4.5     6.7     9.0    10.3    10.4    11.1
DL-Comp   : M      89.0    77.6    58.5    31.8    12.4    12.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
LL + I    : M+    991.4   872.7   671.2   370.6   145.4   140.4     0.0
            V      36.3    51.5    62.9    74.4    81.5    81.6    85.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.0    53.1    63.5    74.4    81.5    81.6    85.6
            M     880.7   810.8   639.8   370.6   148.7   143.6     0.0
Total     : M+   2283.8  1998.5  1520.1   832.1   325.2   313.9     0.0
            V      50.9    80.6   106.6   132.6   148.3   148.6   157.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    57.7    82.2   107.2   132.6   148.3   148.6   157.4
            M    2173.2  1936.7  1488.7   832.1   328.5   317.1     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    7.10   14.70   22.30   29.90   37.50
Self wt.  : M       0.0    75.4    78.1   200.5   368.6   488.7   560.7   584.7
(Max)       V      31.2    29.1    29.0    25.3    19.0    12.6     6.3     0.0
Self wt.  : M       0.0    54.3    56.2   144.3   265.4   351.8   403.7   421.0
(Min)       V      22.5    21.0    20.9    18.2    13.7     9.1     4.6     0.0
DL-Prec.  : M       0.0     9.1     9.4    24.2    44.5    59.0    67.7    70.6
DC(Max)     V       3.8     3.5     3.5     3.1     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     6.6     6.8    17.4    32.0    42.5    48.7    50.8
DC(Min)     V       2.7     2.5     2.5     2.2     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    83.5    86.5   222.1   408.3   541.3   621.1   647.7
Haunch (Max)V      34.5    32.2    32.2    28.0    21.0    14.0     7.0     0.0
Deck +    : M       0.0    60.1    62.3   159.9   294.0   389.7   447.2   466.4
Haunch (Min)V      24.9    23.2    23.2    20.2    15.1    10.1     5.0     0.0
Diaphragm : M       0.0     0.4     0.5     1.3     2.6     4.0     5.3     6.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.9     1.9     2.9     3.8     4.8
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.5    34.7    89.2   164.0   217.4   249.5   260.2
DC(Max)     V      13.9    13.0    12.9    11.2     8.4     5.6     2.8     0.0
DL-Comp   : M       0.0    24.1    25.0    64.2   118.1   156.5   179.6   187.3
DC(Min)     V      10.0     9.3     9.3     8.1     6.1     4.0     2.0     0.0
DL-Comp   : M       0.0    17.9    18.6    47.7    87.8   116.3   133.5   139.2
DW(Max)     V       7.4     6.9     6.9     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.8     8.1    20.7    38.0    50.4    57.9    60.3
DW(Min)     V       3.2     3.0     3.0     2.6     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   307.0   318.1   810.6  1468.3  1909.0  2168.6  2227.7
            V     187.2   178.6   178.2   162.7   137.6   112.6    79.4    54.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   187.2   178.6   178.2   162.7   139.0   116.1    94.0    72.8
            M       0.0   314.1   325.3   810.6  1399.5  1773.6  1926.6  1871.5
Total     : M+      0.0   526.9   545.9  1395.5  2544.1  3335.7  3806.4  3936.8
            V     278.2   263.5   262.9   236.5   193.0   149.5    97.9    54.5
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   278.2   263.5   262.9   236.5   194.3   153.1   112.6    73.0
            M       0.0   534.0   553.1  1395.5  2475.3  3200.3  3564.5  3580.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.10   52.70   60.30   67.90   72.41   72.50   75.00
Self wt.  : M     560.7   488.7   368.6   200.5    78.1    75.4     0.0
(Max)       V       6.3    12.6    19.0    25.3    29.0    29.1    31.2
Self wt.  : M     403.7   351.8   265.4   144.3    56.2    54.3     0.0
(Min)       V       4.6     9.1    13.7    18.2    20.9    21.0    22.5
DL-Prec.  : M      67.7    59.0    44.5    24.2     9.4     9.1     0.0
DC(Max)     V       0.8     1.5     2.3     3.1     3.5     3.5     3.8
DL-Prec.  : M      48.7    42.5    32.0    17.4     6.8     6.6     0.0
DC(Min)     V       0.5     1.1     1.6     2.2     2.5     2.5     2.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     621.1   541.3   408.3   222.1    86.5    83.5     0.0
Haunch (Max)V       7.0    14.0    21.0    28.0    32.2    32.2    34.5
Deck +    : M     447.2   389.7   294.0   159.9    62.3    60.1     0.0
Haunch (Min)V       5.0    10.1    15.1    20.2    23.2    23.2    24.9
Diaphragm : M       5.3     4.0     2.6     1.3     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.8     2.9     1.9     0.9     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     249.5   217.4   164.0    89.2    34.7    33.5     0.0
DC(Max)     V       2.8     5.6     8.4    11.2    12.9    12.9    13.9
DL-Comp   : M     179.6   156.5   118.1    64.2    25.0    24.1     0.0
DC(Min)     V       2.0     4.0     6.1     8.1     9.3     9.3    10.0
DL-Comp   : M     133.5   116.3    87.8    47.7    18.6    17.9     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     6.9     7.4
DL-Comp   : M      57.9    50.4    38.0    20.7     8.1     7.8     0.0
DW(Min)     V       0.7     1.3     2.0     2.6     3.0     3.0     3.2
LL + I    : M+   2168.6  1909.0  1468.3   810.6   318.1   307.0     0.0
            V      79.4   112.6   137.6   162.7   178.2   178.6   187.2
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    94.0   116.1   139.0   162.7   178.2   178.6   187.2
            M    1926.6  1773.6  1399.5   810.6   325.3   314.1     0.0
Total     : M+   3806.4  3335.7  2544.1  1395.5   545.9   526.9     0.0
            V      97.9   149.5   193.0   236.5   262.9   263.5   278.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   112.6   153.1   194.3   236.5   262.9   263.5   278.2
            M    3564.5  3200.3  2475.3  1395.5   553.1   534.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.2             31.2
Deck+Haunch            34.5             34.5
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.8              3.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           69.4             69.4
DL-Comp.(DW)           37.1             37.1
Live                  152.3            152.3
        Truck         110.3            110.3
        Lane           42.0             42.0
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    7.10   14.70   22.30   29.90   37.50
Self wt.  : M       0.0    60.3    62.5   160.4   294.9   390.9   448.6   467.8
(Max)       V      24.9    23.3    23.2    20.2    15.2    10.1     5.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     7.3     7.5    19.4    35.6    47.2    54.2    56.5
DC(Max)     V       3.0     2.8     2.8     2.4     1.8     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
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    66.8    69.2   177.6   326.6   433.1   496.9   518.2
Haunch (Max)V      27.6    25.8    25.7    22.4    16.8    11.2     5.6     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.4     1.0     2.1     3.2     4.3     5.3
(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    26.8    27.8    71.3   131.2   173.9   199.6   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    12.0    12.4    31.8    58.5    77.6    89.0    92.8
DW(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   127.4   132.0   331.4   581.7   751.2   831.1   803.1
            V      91.1    86.8    86.7    79.1    67.0    52.0    39.9    27.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    91.1    86.8    86.7    79.1    67.0    55.0    43.0    32.1
            M       0.0   127.4   132.0   331.4   581.7   724.0   758.3   710.4
Total     : M+      0.0   300.9   311.8   792.9  1430.6  1877.0  2123.6  2151.8
            V     162.9   153.9   153.5   137.3   110.7    81.1    54.6    28.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   162.9   153.9   153.5   137.3   110.7    84.2    57.6    32.2
            M       0.0   300.9   311.8   792.9  1430.6  1849.8  2050.8  2059.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.10   52.70   60.30   67.90   72.41   72.50   75.00
Self wt.  : M     448.6   390.9   294.9   160.4    62.5    60.3     0.0
(Max)       V       5.1    10.1    15.2    20.2    23.2    23.3    24.9
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      54.2    47.2    35.6    19.4     7.5     7.3     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     496.9   433.1   326.6   177.6    69.2    66.8     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.7    25.8    27.6
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       4.3     3.2     2.1     1.0     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     199.6   173.9   131.2    71.3    27.8    26.8     0.0
DC(Max)     V       2.2     4.5     6.7     9.0    10.3    10.4    11.1
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      89.0    77.6    58.5    31.8    12.4    12.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
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+    831.1   751.2   581.7   331.4   132.0   127.4     0.0
            V      39.9    52.0    67.0    79.1    86.7    86.8    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    43.0    55.0    67.0    79.1    86.7    86.8    91.1
            M     758.3   724.0   581.7   331.4   132.0   127.4     0.0
Total     : M+   2123.6  1877.0  1430.6   792.9   311.8   300.9     0.0
            V      54.6    81.1   110.7   137.3   153.5   153.9   162.9
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    57.6    84.2   110.7   137.3   153.5   153.9   162.9
            M    2050.8  1849.8  1430.6   792.9   311.8   300.9     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.60   15.20   22.80   30.40   38.00
 
Beam-Self
Precast-top    0.121   0.286   0.507   0.662   0.750   0.782 
Bottom        -0.097  -0.230  -0.403  -0.521  -0.586  -0.611 
 
Prestress
Precast-top    0.348   0.151  -0.170  -0.487  -0.795  -0.795 
Bottom         1.807   1.961   2.210   2.450   2.680   2.680 
 
Total
Precast-top    0.469   0.438   0.337   0.175  -0.044  -0.013 
Bottom         1.710   1.732   1.807   1.929   2.094   2.070 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.35 %)
             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    7.10   14.70   22.30   29.90   37.50
 
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   0.015   0.015   0.039   0.071   0.094   0.107   0.112 
Precast-top    0.069   0.540   0.545   0.755   0.992   1.078   1.017   1.092 
Bottom         0.260   1.372   1.367   1.159   0.918   0.814   0.842   0.776 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.60   15.20   22.80   30.40   38.00
 
Beam-Self
Precast-top    0.121   0.286   0.507   0.662   0.750   0.782 
Bottom        -0.097  -0.230  -0.403  -0.521  -0.586  -0.611 
 
Prestress
Precast-top    0.348   0.151  -0.170  -0.487  -0.795  -0.795 
Bottom         1.807   1.961   2.210   2.450   2.680   2.680 
 
Total
Precast-top    0.469   0.438   0.337   0.175  -0.044  -0.013 
Bottom         1.710   1.732   1.807   1.929   2.094   2.070 
 
As_top  , in2  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 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.35 %)
             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    7.10   14.70   22.30   29.90   37.50
 
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    7.10   14.70   22.30   29.90   37.50
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   0.055   0.057   0.144   0.254   0.327   0.362   0.354 
Precast-top    0.034   0.306   0.310   0.471   0.659   0.749   0.740   0.770 
Bottom         0.130   0.581   0.574   0.307  -0.016  -0.201  -0.245  -0.256 
 

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
    278.2    7.0   58.9    0.282   3.9   6.00e-3 50.0    279.8     1.136    5.493      0.84
      0.0    0.4   58.7     31.5 0.148      25.4 0.87    12.00     0.099    1.675 
Transfer:   3.00
    263.5    7.0   58.9    1.690  23.5   3.34e-3 40.7    230.1     0.684    1.360      0.00
    534.0    2.2   57.8    189.0 0.133      39.2 1.37    12.00     0.099    1.777 
Critical:   5.31
    249.9    7.0   58.9    1.925  23.5   1.62e-3 34.7    192.4     0.462    1.020      0.00
    968.8    2.5   57.7    189.0 0.126      61.8 2.16    12.00     0.099    1.838 
0.1L    :   7.60
    236.5    7.0   58.9    2.156  23.5   1.57e-3 34.5    176.6     0.422    1.020      0.00
   1395.5    2.8   57.5    189.0 0.119      62.7 2.20    24.00     0.099    1.952 
0.2L    :  15.20
    194.3    7.0   53.4    3.472  23.5   0.90e-3 32.1    118.9     0.289    0.320      0.00
   2475.3    3.4   51.8    189.0 0.106      73.5 2.87    24.00     0.099    1.060 
0.3L    :  22.80
    153.1    7.0   54.2    3.906  23.5   1.11e-3 32.9     78.5     0.194    0.267      0.00
   3200.3    3.4   52.5    189.0 0.080      68.0 2.62    24.00     0.099    1.175 
0.4L    :  30.40
    112.6    7.0   57.4    3.906   0.0   1.28e-3 33.5     57.7     0.137    0.267      0.00
   3564.5    3.4   55.7    189.0 0.064      67.4 2.45    24.00     0.099    1.435 
0.5L    :  38.00
     73.0    7.0   57.4    3.906   0.0   0.96e-3 32.4      4.2     0.099    0.267      0.00
   3580.6    3.4   55.7    189.0 0.042      77.0 2.79    24.00     0.099    2.393 
0.6L    :  45.60
    112.6    7.0   57.4    3.906   0.0   1.28e-3 33.5     57.7     0.137    0.267      0.00
   3564.5    3.4   55.7    189.0 0.064      67.4 2.45    24.00     0.099    1.435 
0.7L    :  53.20
    153.1    7.0   54.2    3.906  23.5   1.11e-3 32.9     78.5     0.194    0.267      0.00
   3200.3    3.4   52.5    189.0 0.080      68.0 2.62    24.00     0.099    1.175 
0.8L    :  60.80
    194.3    7.0   53.4    3.472  23.5   0.90e-3 32.1    118.9     0.289    0.320      0.00
   2475.3    3.4   51.8    189.0 0.106      73.5 2.87    24.00     0.099    1.060 
0.9L    :  68.40
    236.5    7.0   58.9    2.156  23.5   1.57e-3 34.5    176.6     0.422    1.020      0.00
   1395.5    2.8   57.5    189.0 0.119      62.7 2.20    24.00     0.099    1.952 
Critical:  70.69
    249.9    7.0   58.9    1.925  23.5   1.62e-3 34.7    192.4     0.462    1.020      0.00
    968.8    2.5   57.7    189.0 0.126      61.8 2.16    12.00     0.099    1.838 
Transfer:  73.00
    263.5    7.0   58.9    1.690  23.5   3.34e-3 40.7    230.1     0.684    1.360      0.00
    534.0    2.2   57.8    189.0 0.133      39.2 1.37    12.00     0.099    1.777 
Bearing :  75.50
    278.2    7.0   58.9    0.282   3.9   6.00e-3 50.0    279.8     1.136    5.493      0.84
      0.0    0.4   58.7     31.5 0.148      25.4 0.87    12.00     0.099    1.675 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.53
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 4
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 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
    278.2      5.26     58.92    0.37       58.73    24.00      0.160      1.354      0.157      0.533 
Transfer:      2.50
    263.5      5.06     58.92    2.20       57.82    24.00      0.160      1.288      0.117      0.533 
Critical:      4.81
    249.9      4.82     58.92    2.50       57.67    24.00      0.160      1.205      0.067      0.400 
0.1L    :      7.10
    236.5      4.57     58.92    2.80       57.52    24.00      0.160      1.123      0.018      0.400 
0.2L    :     14.70
    194.3      4.17     53.44    3.37       51.75    24.00      0.160      0.991      0.000      0.320 
0.3L    :     22.30
    153.1      3.24     54.15    3.38       52.46    24.00      0.160      0.681      0.000      0.267 
0.4L    :     29.90
    112.6      2.25     57.36    3.38       55.67    24.00      0.160      0.349      0.000      0.267 
0.5L    :     37.50
     73.0      1.46     57.36    3.38       55.67    24.00      0.160      0.086      0.000      0.267 
0.6L    :     45.10
    112.6      2.25     57.36    3.38       55.67    24.00      0.160      0.349      0.000      0.267 
0.7L    :     52.70
    153.1      3.24     54.15    3.38       52.46    24.00      0.160      0.681      0.000      0.267 
0.8L    :     60.30
    194.3      4.17     53.44    3.37       51.75    24.00      0.160      0.991      0.000      0.320 
0.9L    :     67.90
    236.5      4.57     58.92    2.80       57.52    24.00      0.160      1.123      0.018      0.400 
Critical:     70.19
    249.9      4.82     58.92    2.50       57.67    24.00      0.160      1.205      0.067      0.400 
Transfer:     72.50
    263.5      5.06     58.92    2.20       57.82    24.00      0.160      1.288      0.117      0.533 
Bearing :     75.00
    278.2      5.26     58.92    0.37       58.73    24.00      0.160      1.354      0.157      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.10 ft
Prestress      :       0.474  1.80      0.853  2.20      1.042
Self Wt.       :      -0.178  1.85     -0.328  2.40     -0.426
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          :       0.296            0.525            0.616
 
At 0.2 x L = 14.70 ft
Prestress      :       0.869  1.80      1.564  2.20      1.911
Self Wt.       :      -0.333  1.85     -0.617  2.40     -0.800
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          :       0.535            0.947            1.111
 
At 0.3 x L = 22.30 ft
Prestress      :       1.162  1.80      2.091  2.20      2.556
Self Wt.       :      -0.452  1.85     -0.836  2.40     -1.085
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          :       0.710            1.255            1.471
 
At 0.4 x L = 29.90 ft
Prestress      :       1.333  1.80      2.400  2.20      2.933
Self Wt.       :      -0.523  1.85     -0.968  2.40     -1.255
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          :       0.810            1.432            1.678
 
At 0.5 x L = 37.50 ft
Prestress      :       1.399  1.80      2.519  2.20      3.078
Self Wt.       :      -0.549  1.85     -1.016  2.40     -1.318
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          :       0.850            1.502            1.760
 
At 0.6 x L = 45.10 ft
Prestress      :       1.333  1.80      2.400  2.20      2.933
Self Wt.       :      -0.523  1.85     -0.968  2.40     -1.255
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          :       0.810            1.432            1.678
 
At 0.7 x L = 52.70 ft
Prestress      :       1.162  1.80      2.091  2.20      2.556
Self Wt.       :      -0.452  1.85     -0.836  2.40     -1.085
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          :       0.710            1.255            1.471
 
At 0.8 x L = 60.30 ft
Prestress      :       0.869  1.80      1.564  2.20      1.911
Self Wt.       :      -0.333  1.85     -0.617  2.40     -0.800
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          :       0.535            0.947            1.111
 
At 0.9 x L = 67.90 ft
Prestress      :       0.474  1.80      0.853  2.20      1.042
Self Wt.       :      -0.178  1.85     -0.328  2.40     -0.426
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          :       0.296            0.525            0.616
 

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
   526.9    45.8  2.535  265.7    2.6   2.20   2508.6  0.067T 1.00       -       -     -     -  
H/2     :   2.59
   545.9    45.8  2.549  265.7    2.6   2.21   2524.4  0.066T 1.00       -       -     -     -  
0.1L    :   7.10
  1395.5    47.7  3.234  264.8    3.3   2.80   3306.5  0.052T 1.00       -       -     -     -  
0.2L    :  14.70
  2544.1    50.9  3.906  264.1    4.0   3.37   4234.7  0.043T 1.00    652.4   652.4    6.49    -  
0.3L    :  22.30
  3335.7    54.2  3.906  264.5    4.0   3.38   4516.2  0.043T 1.00    539.2   539.2    8.38    -  
0.4L    :  29.90
  3806.4    57.4  3.906  264.8    4.0   3.38   4797.7  0.042T 1.00    483.2   483.2    9.93    -  
0.5L    :  37.50
  3936.8    57.4  3.906  264.8    4.0   3.38   4797.7  0.042T 1.00    457.5   457.5   10.49    -  
0.6L    :  45.10
  3806.4    57.4  3.906  264.8    4.0   3.38   4797.7  0.042T 1.00    483.2   483.2    9.93    -  
0.7L    :  52.70
  3335.7    54.2  3.906  264.5    4.0   3.38   4516.2  0.043T 1.00    539.2   539.2    8.38    -  
0.8L    :  60.30
  2544.1    50.9  3.906  264.1    4.0   3.37   4234.7  0.043T 1.00    652.4   652.4    6.49    -  
0.9L    :  67.90
  1395.5    47.7  3.234  264.8    3.3   2.80   3306.5  0.052T 1.00       -       -     -     -  
H/2     :  72.41
   545.9    45.8  2.549  265.7    2.6   2.21   2524.4  0.066T 1.00       -       -     -     -  
Transfer:  72.50
   526.9    45.8  2.535  265.7    2.6   2.20   2508.6  0.067T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 4; Groups 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.010
        M   2.00 Fb     0.240
 
  2   2 E  50.50 Ft     0.384
        M  12.00 Fb     0.155
 
  3   2 E  46.50 Ft     0.731
        M   8.00 Fb     0.107
 
  4   2 E  42.50 Ft     1.032
        M   4.00 Fb     0.097
 
  5   2 E   6.00 Ft     0.947
        M   6.00 Fb     0.397
 
  6   2 E   4.00 Ft     0.840
        M   4.00 Fb     0.715
 
  7   2 E   4.00 Ft     0.732
        M   4.00 Fb     1.034
 
  8   2 E   2.00 Ft     0.601
        M   2.00 Fb     1.372
 
  9   2 E   2.00 Ft     0.469
        M   2.00 Fb     1.710
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 76.00            Release Length, ft: 76.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   6           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  6.24 %               Final losses: 13.46 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.094   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.044   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)                  4797.72     3936.81     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   0.112     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.092     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.372    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   0.770     Midspan
    Pre.Bot:                                                             2.000   0.581    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  37.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.399  1.80      2.519  2.20      3.078
Self Wt.       :      -0.549  1.85     -1.016  2.40     -1.318
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          :       0.850            1.502            1.760
 
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   75.00
     DC  Line       0.010      0.00       0.010   75.00
     DC  Line       0.064      0.00       0.064   75.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    37.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 76.000 ft
Release length = 76.000 ft
Design  length = 75.000 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)  : 0.634   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.746   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.804   (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     7.10    14.70    22.30    29.90    37.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    642.6    662.2    662.2    662.2    662.2    662.2    662.2    662.2
  Yb      ,  in    24.33    24.09    24.09    24.02    23.91    23.79    23.68    23.68
  MI(Ixx) , in4   215157   216392   216406   217173   218837   220968   223564   223564
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1182.5   1200.9   1200.9   1200.9   1200.9   1200.9   1200.9   1200.9
  Yb      ,  in    39.85    39.49    39.49    39.45    39.40    39.34    39.28    39.28
  MI(Ixx) , in4   556741   566825   566865   568880   572634   576833   581479   581479

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:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 30.40 ft from member end )
END PATTERN (Ycg = 17.72 in):
     6 @  2.000 in     4 @  4.000 in     2 @  6.000 in     2 @ 42.500 in
     2 @ 46.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 4.89 in):
(A) Draped:
     2 @  4.000 in     2 @  8.000 in     2 @ 12.000 in
(B) Straight:
     6 @  2.000 in     4 @  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     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.982 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.978 ft
Holddown Force        =  26.786 kips     Beam Shrtng (PL/AE)   =      0.259 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)       
--------------------------------------------------------------------------------------
      1370.026         740 1013.819     12.485 50563.863   642.840     201.811        
 
 
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#4[M13]       60.00        0.40      12.00       3.8750     11.8750    Yes
      2      US#4[M13]       60.00        0.40      13.50      11.8750     13.0000    Yes
      2      US#5[M16]       60.00        0.62      10.50       3.5000      4.3750     No
      2      US#5[M16]       60.00        0.62      12.00       4.3750      8.3750     No
      2      US#4[M13]       60.00        0.40      15.00      13.0000     15.5000    Yes
      2      US#4[M13]       60.00        0.40      18.00      15.5000     60.5000    Yes
      2      US#4[M13]       60.00        0.40      15.00      60.5000     63.0000    Yes
      2      US#4[M13]       60.00        0.40      13.50      63.0000     64.1250    Yes
      2      US#4[M13]       60.00        0.40      12.00      64.1250     72.1250    Yes
      2      US#5[M16]       60.00        0.62      12.00      67.6250     71.6250     No
      2      US#5[M16]       60.00        0.62      10.50      71.6250     72.5000     No
      2      US#4[M13]       60.00        0.40       9.00      72.1250     75.8750    Yes
      2      US#5[M16]       60.00        0.62       9.00      72.5000     74.7500     No
      2      US#5[M16]       60.00        0.62       7.50      74.7500     75.3750     No
      2      US#5[M16]       60.00        0.62       3.00      75.3750     75.6250     No
      2      US#5[M16]       60.00        0.62       3.00      75.3750     75.8750     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 72.0000 76.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 25.8333       3.00 
      2 US#5[M16]           2.00 0.620 50.1670 76.0000       3.00 
      2 US#6[M19]           2.00 0.880 23.4163 52.5837       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  4.89 in
         P_init    =      765.7 kips  Ecc = 19.48 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.23 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.746 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.80 ksi    0.00 ksi
    due to Composite Loads                                 -1.42 ksi    0.00 ksi
    due to Live Loads                                      -4.53 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                        10.90 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.23 ksi  ( 6.24 %)            14.46 ksi ( 7.38 %)
Total Prestress Losses                                    26.69 ksi (13.62 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.3 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    7.10   14.70   22.30   29.90   37.50
Self wt.  : M       0.0    60.3    62.5   160.4   294.9   390.9   448.6   467.8
(Max)       V      24.9    23.3    23.2    20.2    15.2    10.1     5.1     0.0
DL-Prec.  : M       0.0    11.8    12.2    31.4    57.6    76.4    87.7    91.5
DC(Max)     V       4.9     4.6     4.5     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
Deck +    : M       0.0    60.9    63.1   162.1   298.0   395.1   453.4   472.8
Haunch (Max)V      25.2    23.5    23.5    20.4    15.3    10.2     5.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.1     1.6     2.1     2.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.8    27.8    71.3   131.2   173.9   199.6   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    12.0    12.4    31.8    58.5    77.6    89.0    92.8
DW(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   165.3   171.2   436.3   790.3  1027.5  1167.3  1199.1
            V      86.7    82.7    82.6    75.4    63.8    52.2    36.8    25.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    86.7    82.7    82.6    75.4    64.4    53.8    43.6    33.8
            M       0.0   169.1   175.1   436.3   753.3   954.7  1037.0  1007.4
Total     : M+      0.0   337.3   349.4   893.8  1631.6  2143.1  2447.7  2534.8
            V     157.9   149.2   148.8   133.1   107.1    81.0    51.3    25.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   157.9   149.2   148.8   133.1   107.7    82.7    58.1    33.8
            M       0.0   341.1   353.3   893.8  1594.6  2070.3  2317.4  2343.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.10   52.70   60.30   67.90   72.41   72.50   75.00
Self wt.  : M     448.6   390.9   294.9   160.4    62.5    60.3     0.0
(Max)       V       5.1    10.1    15.2    20.2    23.2    23.3    24.9
DL-Prec.  : M      87.7    76.4    57.6    31.4    12.2    11.8     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.6     4.9
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     453.4   395.1   298.0   162.1    63.1    60.9     0.0
Haunch (Max)V       5.1    10.2    15.3    20.4    23.5    23.5    25.2
Diaphragm : M       2.1     1.6     1.1     0.5     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     199.6   173.9   131.2    71.3    27.8    26.8     0.0
DC(Max)     V       2.2     4.5     6.7     9.0    10.3    10.4    11.1
DL-Comp   : M      89.0    77.6    58.5    31.8    12.4    12.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
LL + I    : M+   1167.3  1027.5   790.3   436.3   171.2   165.3     0.0
            V      36.8    52.2    63.8    75.4    82.6    82.7    86.7
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    43.6    53.8    64.4    75.4    82.6    82.7    86.7
            M    1037.0   954.7   753.3   436.3   175.1   169.1     0.0
Total     : M+   2447.7  2143.1  1631.6   893.8   349.4   337.3     0.0
            V      51.3    81.0   107.1   133.1   148.8   149.2   157.9
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    58.1    82.7   107.7   133.1   148.8   149.2   157.9
            M    2317.4  2070.3  1594.6   893.8   353.3   341.1     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.9             24.9
Deck+Haunch            25.2             25.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           24.7             24.7
Live                   87.0             87.0
        Truck          63.0             63.0
        Lane           24.0             24.0
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    7.10   14.70   22.30   29.90   37.50
Self wt.  : M       0.0    60.3    62.5   160.4   294.9   390.9   448.6   467.8
(Max)       V      24.9    23.3    23.2    20.2    15.2    10.1     5.1     0.0
DL-Prec.  : M       0.0    11.8    12.2    31.4    57.6    76.4    87.7    91.5
DC(Max)     V       4.9     4.6     4.5     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
Deck +    : M       0.0    60.9    63.1   162.1   298.0   395.1   453.4   472.8
Haunch (Max)V      25.2    23.5    23.5    20.4    15.3    10.2     5.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.1     1.6     2.1     2.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.8    27.8    71.3   131.2   173.9   199.6   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    12.0    12.4    31.8    58.5    77.6    89.0    92.8
DW(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   132.2   137.0   349.0   632.3   822.0   933.8   959.3
            V      69.4    66.2    66.1    60.3    51.0    41.7    29.4    20.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.4    66.2    66.1    60.3    51.5    43.0    34.9    27.0
            M       0.0   135.3   140.1   349.0   602.6   763.7   829.6   805.9
Total     : M+      0.0   304.2   315.2   806.5  1473.6  1937.6  2214.2  2295.0
            V     140.6   132.6   132.3   118.0    94.3    70.6    43.9    20.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   140.6   132.6   132.3   118.0    94.8    71.9    49.3    27.1
            M       0.0   307.2   318.3   806.5  1443.9  1879.3  2110.0  2141.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.10   52.70   60.30   67.90   72.41   72.50   75.00
Self wt.  : M     448.6   390.9   294.9   160.4    62.5    60.3     0.0
(Max)       V       5.1    10.1    15.2    20.2    23.2    23.3    24.9
DL-Prec.  : M      87.7    76.4    57.6    31.4    12.2    11.8     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.6     4.9
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     453.4   395.1   298.0   162.1    63.1    60.9     0.0
Haunch (Max)V       5.1    10.2    15.3    20.4    23.5    23.5    25.2
Diaphragm : M       2.1     1.6     1.1     0.5     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     199.6   173.9   131.2    71.3    27.8    26.8     0.0
DC(Max)     V       2.2     4.5     6.7     9.0    10.3    10.4    11.1
DL-Comp   : M      89.0    77.6    58.5    31.8    12.4    12.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
LL + I    : M+    933.8   822.0   632.3   349.0   137.0   132.2     0.0
            V      29.4    41.7    51.0    60.3    66.1    66.2    69.4
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    34.9    43.0    51.5    60.3    66.1    66.2    69.4
            M     829.6   763.7   602.6   349.0   140.1   135.3     0.0
Total     : M+   2214.2  1937.6  1473.6   806.5   315.2   304.2     0.0
            V      43.9    70.6    94.3   118.0   132.3   132.6   140.6
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    49.3    71.9    94.8   118.0   132.3   132.6   140.6
            M    2110.0  1879.3  1443.9   806.5   318.3   307.2     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    7.10   14.70   22.30   29.90   37.50
Self wt.  : M       0.0    75.4    78.1   200.5   368.6   488.7   560.7   584.7
(Max)       V      31.2    29.1    29.0    25.3    19.0    12.6     6.3     0.0
Self wt.  : M       0.0    54.3    56.2   144.3   265.4   351.8   403.7   421.0
(Min)       V      22.5    21.0    20.9    18.2    13.7     9.1     4.6     0.0
DL-Prec.  : M       0.0    14.7    15.3    39.2    72.1    95.5   109.6   114.3
DC(Max)     V       6.1     5.7     5.7     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0    10.6    11.0    28.2    51.9    68.8    78.9    82.3
DC(Min)     V       4.4     4.1     4.1     3.6     2.7     1.8     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    76.2    78.9   202.6   372.5   493.9   566.8   591.0
Haunch (Max)V      31.5    29.4    29.3    25.6    19.2    12.8     6.4     0.0
Deck +    : M       0.0    54.8    56.8   145.9   268.2   355.6   408.1   425.5
Haunch (Min)V      22.7    21.2    21.1    18.4    13.8     9.2     4.6     0.0
Diaphragm : M       0.0     0.2     0.2     0.6     1.3     2.0     2.7     3.4
(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     0.9     1.4     1.9     2.4
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.5    34.7    89.2   164.0   217.4   249.5   260.2
DC(Max)     V      13.9    13.0    12.9    11.2     8.4     5.6     2.8     0.0
DL-Comp   : M       0.0    24.1    25.0    64.2   118.1   156.5   179.6   187.3
DC(Min)     V      10.0     9.3     9.3     8.1     6.1     4.0     2.0     0.0
DL-Comp   : M       0.0    17.9    18.6    47.7    87.8   116.3   133.5   139.2
DW(Max)     V       7.4     6.9     6.9     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.8     8.1    20.7    38.0    50.4    57.9    60.3
DW(Min)     V       3.2     3.0     3.0     2.6     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   289.2   299.6   763.5  1383.1  1798.2  2042.7  2098.4
            V     151.8   144.8   144.5   131.9   111.6    91.3    64.4    44.0
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   151.8   144.8   144.5   131.9   112.7    94.1    76.3    59.1
            M       0.0   295.9   306.4   763.5  1318.3  1670.7  1814.8  1762.9
Total     : M+      0.0   507.2   525.5  1343.4  2449.4  3212.1  3665.5  3791.2
            V     242.0   229.0   228.5   205.1   166.5   127.9    82.7    44.1
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   242.0   229.0   228.5   205.1   167.6   130.8    94.6    59.2
            M       0.0   513.9   532.3  1343.4  2384.5  3084.6  3437.6  3455.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.10   52.70   60.30   67.90   72.41   72.50   75.00
Self wt.  : M     560.7   488.7   368.6   200.5    78.1    75.4     0.0
(Max)       V       6.3    12.6    19.0    25.3    29.0    29.1    31.2
Self wt.  : M     403.7   351.8   265.4   144.3    56.2    54.3     0.0
(Min)       V       4.6     9.1    13.7    18.2    20.9    21.0    22.5
DL-Prec.  : M     109.6    95.5    72.1    39.2    15.3    14.7     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.7     5.7     6.1
DL-Prec.  : M      78.9    68.8    51.9    28.2    11.0    10.6     0.0
DC(Min)     V       0.9     1.8     2.7     3.6     4.1     4.1     4.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     566.8   493.9   372.5   202.6    78.9    76.2     0.0
Haunch (Max)V       6.4    12.8    19.2    25.6    29.3    29.4    31.5
Deck +    : M     408.1   355.6   268.2   145.9    56.8    54.8     0.0
Haunch (Min)V       4.6     9.2    13.8    18.4    21.1    21.2    22.7
Diaphragm : M       2.7     2.0     1.3     0.6     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       1.9     1.4     0.9     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     249.5   217.4   164.0    89.2    34.7    33.5     0.0
DC(Max)     V       2.8     5.6     8.4    11.2    12.9    12.9    13.9
DL-Comp   : M     179.6   156.5   118.1    64.2    25.0    24.1     0.0
DC(Min)     V       2.0     4.0     6.1     8.1     9.3     9.3    10.0
DL-Comp   : M     133.5   116.3    87.8    47.7    18.6    17.9     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     6.9     7.4
DL-Comp   : M      57.9    50.4    38.0    20.7     8.1     7.8     0.0
DW(Min)     V       0.7     1.3     2.0     2.6     3.0     3.0     3.2
LL + I    : M+   2042.7  1798.2  1383.1   763.5   299.6   289.2     0.0
            V      64.4    91.3   111.6   131.9   144.5   144.8   151.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    76.3    94.1   112.7   131.9   144.5   144.8   151.8
            M    1814.8  1670.7  1318.3   763.5   306.4   295.9     0.0
Total     : M+   3665.5  3212.1  2449.4  1343.4   525.5   507.2     0.0
            V      82.7   127.9   166.5   205.1   228.5   229.0   242.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    94.6   130.8   167.6   205.1   228.5   229.0   242.0
            M    3437.6  3084.6  2384.5  1343.4   532.3   513.9     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.2             31.2
Deck+Haunch            31.5             31.5
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           69.4             69.4
DL-Comp.(DW)           37.1             37.1
Live                  152.3            152.3
        Truck         110.3            110.3
        Lane           42.0             42.0
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    7.10   14.70   22.30   29.90   37.50
Self wt.  : M       0.0    60.3    62.5   160.4   294.9   390.9   448.6   467.8
(Max)       V      24.9    23.3    23.2    20.2    15.2    10.1     5.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    11.8    12.2    31.4    57.6    76.4    87.7    91.5
DC(Max)     V       4.9     4.6     4.5     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
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    60.9    63.1   162.1   298.0   395.1   453.4   472.8
Haunch (Max)V      25.2    23.5    23.5    20.4    15.3    10.2     5.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.1     1.6     2.1     2.7
(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    26.8    27.8    71.3   131.2   173.9   199.6   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    12.0    12.4    31.8    58.5    77.6    89.0    92.8
DW(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   166.4   172.3   432.7   759.6   980.9  1085.3  1048.7
            V      88.2    84.1    84.0    76.6    64.9    50.3    38.7    27.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    88.2    84.1    84.0    76.6    64.9    53.3    41.6    31.1
            M       0.0   166.4   172.3   432.7   759.6   945.4   990.2   927.6
Total     : M+      0.0   338.4   350.6   890.2  1600.9  2096.5  2365.7  2384.4
            V     159.4   150.6   150.2   134.3   108.2    79.2    53.2    27.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   159.4   150.6   150.2   134.3   108.2    82.2    56.1    31.2
            M       0.0   338.4   350.6   890.2  1600.9  2061.0  2270.6  2263.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.10   52.70   60.30   67.90   72.41   72.50   75.00
Self wt.  : M     448.6   390.9   294.9   160.4    62.5    60.3     0.0
(Max)       V       5.1    10.1    15.2    20.2    23.2    23.3    24.9
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      87.7    76.4    57.6    31.4    12.2    11.8     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.6     4.9
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     453.4   395.1   298.0   162.1    63.1    60.9     0.0
Haunch (Max)V       5.1    10.2    15.3    20.4    23.5    23.5    25.2
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       2.1     1.6     1.1     0.5     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     199.6   173.9   131.2    71.3    27.8    26.8     0.0
DC(Max)     V       2.2     4.5     6.7     9.0    10.3    10.4    11.1
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      89.0    77.6    58.5    31.8    12.4    12.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
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+   1085.3   980.9   759.6   432.7   172.3   166.4     0.0
            V      38.7    50.3    64.9    76.6    84.0    84.1    88.2
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    41.6    53.3    64.9    76.6    84.0    84.1    88.2
            M     990.2   945.4   759.6   432.7   172.3   166.4     0.0
Total     : M+   2365.7  2096.5  1600.9   890.2   350.6   338.4     0.0
            V      53.2    79.2   108.2   134.3   150.2   150.6   159.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    56.1    82.2   108.2   134.3   150.2   150.6   159.4
            M    2270.6  2061.0  1600.9   890.2   350.6   338.4     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.60   15.20   22.80   30.40   38.00
 
Beam-Self
Precast-top    0.121   0.286   0.507   0.662   0.750   0.782 
Bottom        -0.097  -0.230  -0.403  -0.521  -0.586  -0.611 
 
Prestress
Precast-top    0.348   0.151  -0.170  -0.487  -0.795  -0.795 
Bottom         1.807   1.961   2.210   2.450   2.680   2.680 
 
Total
Precast-top    0.469   0.438   0.337   0.175  -0.044  -0.013 
Bottom         1.710   1.732   1.807   1.929   2.094   2.070 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.35 %)
             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    7.10   14.70   22.30   29.90   37.50
 
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   0.016   0.016   0.042   0.076   0.100   0.114   0.119 
Precast-top    0.069   0.538   0.543   0.751   0.984   1.068   1.005   1.079 
Bottom         0.260   1.373   1.369   1.163   0.927   0.825   0.855   0.790 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.60   15.20   22.80   30.40   38.00
 
Beam-Self
Precast-top    0.121   0.286   0.507   0.662   0.750   0.782 
Bottom        -0.097  -0.230  -0.403  -0.521  -0.586  -0.611 
 
Prestress
Precast-top    0.348   0.151  -0.170  -0.487  -0.795  -0.795 
Bottom         1.807   1.961   2.210   2.450   2.680   2.680 
 
Total
Precast-top    0.469   0.438   0.337   0.175  -0.044  -0.013 
Bottom         1.710   1.732   1.807   1.929   2.094   2.070 
 
As_top  , in2  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 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.35 %)
             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    7.10   14.70   22.30   29.90   37.50
 
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    7.10   14.70   22.30   29.90   37.50
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   0.075   0.078   0.195   0.342   0.441   0.488   0.476 
Precast-top    0.034   0.320   0.324   0.508   0.724   0.833   0.832   0.858 
Bottom         0.130   0.548   0.540   0.221  -0.164  -0.390  -0.452  -0.455 
 

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
    242.0    7.0   58.9    0.282   3.9   6.00e-3 50.0    239.6     0.973    5.493      0.56
      0.0    0.4   58.7     31.5 0.129      25.4 0.87    12.00     0.099    1.925 
Transfer:   3.00
    229.0    7.0   58.9    1.693  23.5   1.89e-3 35.6    174.2     0.432    1.360      0.00
    513.9    2.4   57.7    189.0 0.114      56.7 1.99    24.00     0.099    2.077 
Critical:   5.30
    217.0    7.0   58.9    1.927  23.5   0.84e-3 31.9    133.9     0.290    1.020      0.00
    930.9    2.7   57.5    189.0 0.108      83.7 2.94    24.00     0.099    2.186 
0.1L    :   7.60
    205.1    7.0   58.9    2.160  23.5   0.88e-3 32.1    122.4     0.268    1.020      0.00
   1343.4    3.1   57.4    189.0 0.102      82.0 2.89    24.00     0.099    2.307 
0.2L    :  15.20
    167.6    7.0   53.4    3.472  23.5   0.43e-3 30.5     70.0     0.160    0.320      0.00
   2384.5    3.7   51.6    189.0 0.090      92.7 3.63    24.00     0.099    1.376 
0.3L    :  22.80
    130.8    7.0   54.2    3.906  23.5   0.69e-3 31.4     39.9     0.099    0.267      0.00
   3084.6    3.7   52.3    189.0 0.067      81.9 3.16    24.00     0.099    1.511 
0.4L    :  30.40
     94.6    7.0   57.4    3.906   0.0   0.89e-3 32.1     26.2     0.099    0.267      0.00
   3437.6    3.7   55.5    189.0 0.054      78.9 2.87    24.00     0.099    1.872 
0.5L    :  38.00
     59.2    7.0   57.4    3.906   0.0   0.61e-3 31.1      0.0     0.099    0.267      0.00
   3455.7    3.7   55.5    189.0 0.034      90.4 3.29    24.00     0.099    3.239 
0.6L    :  45.60
     94.6    7.0   57.4    3.906   0.0   0.89e-3 32.1     26.2     0.099    0.267      0.00
   3437.6    3.7   55.5    189.0 0.054      78.9 2.87    24.00     0.099    1.872 
0.7L    :  53.20
    130.8    7.0   54.2    3.906  23.5   0.69e-3 31.4     39.9     0.099    0.267      0.00
   3084.6    3.7   52.3    189.0 0.067      81.9 3.16    24.00     0.099    1.511 
0.8L    :  60.80
    167.6    7.0   53.4    3.472  23.5   0.43e-3 30.5     70.0     0.160    0.320      0.00
   2384.5    3.7   51.6    189.0 0.090      92.7 3.63    24.00     0.099    1.376 
0.9L    :  68.40
    205.1    7.0   58.9    2.160  23.5   0.88e-3 32.1    122.4     0.268    1.020      0.00
   1343.4    3.1   57.4    189.0 0.102      82.0 2.89    24.00     0.099    2.307 
Critical:  70.70
    217.0    7.0   58.9    1.927  23.5   0.84e-3 31.9    133.9     0.290    1.020      0.00
    930.9    2.7   57.5    189.0 0.108      83.7 2.94    24.00     0.099    2.186 
Transfer:  73.00
    229.0    7.0   58.9    1.693  23.5   1.89e-3 35.6    174.2     0.432    1.360      0.00
    513.9    2.4   57.7    189.0 0.114      56.7 1.99    24.00     0.099    2.077 
Bearing :  75.50
    242.0    7.0   58.9    0.282   3.9   6.00e-3 50.0    239.6     0.973    5.493      0.56
      0.0    0.4   58.7     31.5 0.129      25.4 0.87    12.00     0.099    1.925 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.53
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 5
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 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
    242.0      4.58     58.92    0.41       58.71    24.00      0.160      1.127      0.020      0.533 
Transfer:      2.50
    229.0      4.41     58.92    2.42       57.71    24.00      0.160      1.070      0.000      0.533 
Critical:      4.80
    217.1      4.19     58.92    2.74       57.54    24.00      0.160      0.997      0.000      0.400 
0.1L    :      7.10
    205.1      3.97     58.92    3.07       57.38    24.00      0.160      0.924      0.000      0.400 
0.2L    :     14.70
    167.6      3.61     53.44    3.69       51.59    24.00      0.160      0.803      0.000      0.320 
0.3L    :     22.30
    130.8      2.78     54.15    3.70       52.30    24.00      0.160      0.526      0.000      0.267 
0.4L    :     29.90
     94.6      1.89     57.36    3.70       55.51    24.00      0.160      0.231      0.000      0.267 
0.5L    :     37.50
     59.2      1.18     57.36    3.70       55.51    24.00      0.160      0.000      0.000      0.267 
0.6L    :     45.10
     94.6      1.89     57.36    3.70       55.51    24.00      0.160      0.231      0.000      0.267 
0.7L    :     52.70
    130.8      2.78     54.15    3.70       52.30    24.00      0.160      0.526      0.000      0.267 
0.8L    :     60.30
    167.6      3.61     53.44    3.69       51.59    24.00      0.160      0.803      0.000      0.320 
0.9L    :     67.90
    205.1      3.97     58.92    3.07       57.38    24.00      0.160      0.924      0.000      0.400 
Critical:     70.20
    217.1      4.19     58.92    2.74       57.54    24.00      0.160      0.997      0.000      0.400 
Transfer:     72.50
    229.0      4.41     58.92    2.42       57.71    24.00      0.160      1.070      0.000      0.533 
Bearing :     75.00
    242.0      4.58     58.92    0.41       58.71    24.00      0.160      1.127      0.020      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.10 ft
Prestress      :       0.474  1.80      0.853  2.20      1.042
Self Wt.       :      -0.178  1.85     -0.328  2.40     -0.426
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          :       0.296            0.525            0.616
 
At 0.2 x L = 14.70 ft
Prestress      :       0.869  1.80      1.564  2.20      1.911
Self Wt.       :      -0.333  1.85     -0.617  2.40     -0.800
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          :       0.535            0.947            1.111
 
At 0.3 x L = 22.30 ft
Prestress      :       1.162  1.80      2.091  2.20      2.556
Self Wt.       :      -0.452  1.85     -0.836  2.40     -1.085
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          :       0.710            1.255            1.471
 
At 0.4 x L = 29.90 ft
Prestress      :       1.333  1.80      2.400  2.20      2.933
Self Wt.       :      -0.523  1.85     -0.968  2.40     -1.255
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          :       0.810            1.432            1.678
 
At 0.5 x L = 37.50 ft
Prestress      :       1.399  1.80      2.519  2.20      3.078
Self Wt.       :      -0.549  1.85     -1.016  2.40     -1.318
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          :       0.850            1.502            1.760
 
At 0.6 x L = 45.10 ft
Prestress      :       1.333  1.80      2.400  2.20      2.933
Self Wt.       :      -0.523  1.85     -0.968  2.40     -1.255
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          :       0.810            1.432            1.678
 
At 0.7 x L = 52.70 ft
Prestress      :       1.162  1.80      2.091  2.20      2.556
Self Wt.       :      -0.452  1.85     -0.836  2.40     -1.085
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          :       0.710            1.255            1.471
 
At 0.8 x L = 60.30 ft
Prestress      :       0.869  1.80      1.564  2.20      1.911
Self Wt.       :      -0.333  1.85     -0.617  2.40     -0.800
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          :       0.535            0.947            1.111
 
At 0.9 x L = 67.90 ft
Prestress      :       0.474  1.80      0.853  2.20      1.042
Self Wt.       :      -0.178  1.85     -0.328  2.40     -0.426
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          :       0.296            0.525            0.616
 

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
   507.2    45.8  2.540  265.3    2.8   2.42   2503.4  0.061T 1.00       -       -     -     -  
H/2     :   2.59
   525.5    45.8  2.554  265.3    2.9   2.43   2519.1  0.060T 1.00       -       -     -     -  
0.1L    :   7.10
  1343.4    47.7  3.239  264.3    3.6   3.07   3296.0  0.047T 1.00       -       -     -     -  
0.2L    :  14.70
  2449.4    50.9  3.906  263.6    4.3   3.69   4212.0  0.039T 1.00    657.0   657.0    6.41    -  
0.3L    :  22.30
  3212.1    54.2  3.906  263.9    4.3   3.70   4493.4  0.039T 1.00    549.0   549.0    8.19    -  
0.4L    :  29.90
  3665.5    57.4  3.906  264.3    4.4   3.70   4774.8  0.039T 1.00    495.9   495.9    9.63    -  
0.5L    :  37.50
  3791.2    57.4  3.906  264.3    4.4   3.70   4774.8  0.039T 1.00    471.5   471.5   10.13    -  
0.6L    :  45.10
  3665.5    57.4  3.906  264.3    4.4   3.70   4774.8  0.039T 1.00    495.9   495.9    9.63    -  
0.7L    :  52.70
  3212.1    54.2  3.906  263.9    4.3   3.70   4493.4  0.039T 1.00    549.0   549.0    8.19    -  
0.8L    :  60.30
  2449.4    50.9  3.906  263.6    4.3   3.69   4212.0  0.039T 1.00    657.0   657.0    6.41    -  
0.9L    :  67.90
  1343.4    47.7  3.239  264.3    3.6   3.07   3296.0  0.047T 1.00       -       -     -     -  
H/2     :  72.41
   525.5    45.8  2.554  265.3    2.9   2.43   2519.1  0.060T 1.00       -       -     -     -  
Transfer:  72.50
   507.2    45.8  2.540  265.3    2.8   2.42   2503.4  0.061T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 5; Groups 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.010
        M   2.00 Fb     0.240
 
  2   2 E  50.50 Ft     0.384
        M  12.00 Fb     0.155
 
  3   2 E  46.50 Ft     0.731
        M   8.00 Fb     0.107
 
  4   2 E  42.50 Ft     1.032
        M   4.00 Fb     0.097
 
  5   2 E   6.00 Ft     0.947
        M   6.00 Fb     0.397
 
  6   2 E   4.00 Ft     0.840
        M   4.00 Fb     0.715
 
  7   2 E   4.00 Ft     0.732
        M   4.00 Fb     1.034
 
  8   2 E   2.00 Ft     0.601
        M   2.00 Fb     1.372
 
  9   2 E   2.00 Ft     0.469
        M   2.00 Fb     1.710
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 76.00            Release Length, ft: 76.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   6           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  6.24 %               Final losses: 13.62 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.094   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.044   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)                  4774.80     3791.22     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   0.119     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.079     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.373    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   0.858     Midspan
    Pre.Bot:                                                             2.000   0.548    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  37.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.399  1.80      2.519  2.20      3.078
Self Wt.       :      -0.549  1.85     -1.016  2.40     -1.318
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          :       0.850            1.502            1.760
 
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

