 
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 90 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 9', 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_6deb.tmp\D90-0_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 =     91.000
Bearing-to-bearing, ft =     90.000
Release span      , ft =     91.000
 
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   90.00   Additional Overhang
   1    1    DC Line        0.010    0.00       0.010   90.00   Additional Haunch
   1    1    DC Line        0.064    0.00       0.064   90.00   Sacrificial Wearing Surface
   1    2    DC Line        0.010    0.00       0.010   90.00   Additional Haunch
   1    2    DC Line        0.070    0.00       0.070   90.00   Sacrificial Wearing Surface
   1    3    DC Line        0.010    0.00       0.010   90.00   Additional Haunch
   1    3    DC Line        0.070    0.00       0.070   90.00   Sacrificial Wearing Surface
   1    4    DC Line        0.010    0.00       0.010   90.00   Additional Haunch
   1    4    DC Line        0.070    0.00       0.070   90.00   Sacrificial Wearing Surface
   1    5    DC Line        0.056    0.00       0.056   90.00   Additional Overhang
   1    5    DC Line        0.010    0.00       0.010   90.00   Additional Haunch
   1    5    DC Line        0.064    0.00       0.064   90.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.143   45.000
   1    2        0.285   45.000
   1    3        0.285   45.000
   1    4        0.285   45.000
   1    5        0.143   45.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   90.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   90.00   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    0.057     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:
 22 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 36.40 ft from member end )
 
END PATTERN (Ycg = 15.95 in):
 
  6 @  2.000 in 6 @  4.000 in 4 @  6.000 in 2 @ 46.500 in 
  2 @ 48.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 3.82 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  6 @  2.000 in 6 @  4.000 in 4 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#5[M16]  60.0  0.62    3.00  0.1250  1.1250 No        
       2 US#4[M13]  60.0  0.40    9.00  0.1250  3.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3750  0.6250 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6250  1.2500 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2500  3.5000 No        
       2 US#5[M16]  60.0  0.62   10.50  3.5000  4.3750 No        
       2 US#5[M16]  60.0  0.62   12.00  4.3750  9.3750 No        
       2 US#5[M16]  60.0  0.62   13.50  9.3750 10.5000 No        
       2 US#5[M16]  60.0  0.62   15.00  9.8750 13.6250 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.5000 13.0000 No        
       2 US#5[M16]  60.0  0.62   16.50 13.0000 14.3750 No        
       2 US#5[M16]  60.0  0.62   17.00 14.3750 18.6250 No        
       2 US#4[M13]  60.0  0.40   12.00  3.8750  9.8750 Yes       
       2 US#4[M13]  60.0  0.40   17.00 13.6250 77.3750 Yes       
       2 US#4[M13]  60.0  0.40   12.00 81.1250 87.1250 Yes       
       2 US#5[M16]  60.0  0.62   17.00 72.3750 76.6250 No        
       2 US#5[M16]  60.0  0.62   16.50 76.6250 78.0000 No        
       2 US#5[M16]  60.0  0.62   15.00 78.0000 80.5000 No        
       2 US#5[M16]  60.0  0.62   15.00 77.3750 81.1250 Yes       
       2 US#5[M16]  60.0  0.62   13.50 80.5000 81.6250 No        
       2 US#5[M16]  60.0  0.62   12.00 81.6250 86.6250 No        
       2 US#5[M16]  60.0  0.62   10.50 86.6250 87.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 87.5000 89.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 89.7500 90.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 90.3750 90.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 87.1250 90.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 89.8750 90.8750 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 87.0000 91.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 30.8333       3.00 
      2 US#5[M16]           2.00 0.620 60.1667 91.0000       3.00 
      2 US#6[M19]           2.00 0.880 28.4167 62.5827       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:
 22 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 36.40 ft from member end )
 
END PATTERN (Ycg = 15.95 in):
 
  6 @  2.000 in 6 @  4.000 in 4 @  6.000 in 2 @ 46.500 in 
  2 @ 48.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 3.82 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  6 @  2.000 in 6 @  4.000 in 4 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#5[M16]  60.0  0.62    3.00  0.1250  1.1250 No        
       2 US#4[M13]  60.0  0.40    9.00  0.1250  3.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3750  0.6250 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6250  1.2500 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2500  3.5000 No        
       2 US#5[M16]  60.0  0.62   10.50  3.5000  4.3750 No        
       2 US#5[M16]  60.0  0.62   12.00  4.3750  9.3750 No        
       2 US#5[M16]  60.0  0.62  13.50*  9.3750 10.5000 No        
       2 US#5[M16]  60.0  0.62  15.00*  9.8750 13.6250 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.5000 13.0000 No        
       2 US#5[M16]  60.0  0.62   16.50 13.0000 14.3750 No        
       2 US#5[M16]  60.0  0.62   17.00 14.3750 18.6250 No        
       2 US#4[M13]  60.0  0.40   12.00  3.8750  9.8750 Yes       
       2 US#4[M13]  60.0  0.40   17.00 13.6250 77.3750 Yes       
       2 US#4[M13]  60.0  0.40   12.00 81.1250 87.1250 Yes       
       2 US#5[M16]  60.0  0.62   17.00 72.3750 76.6250 No        
       2 US#5[M16]  60.0  0.62   16.50 76.6250 78.0000 No        
       2 US#5[M16]  60.0  0.62   15.00 78.0000 80.5000 No        
       2 US#5[M16]  60.0  0.62  15.00* 77.3750 81.1250 Yes       
       2 US#5[M16]  60.0  0.62  13.50* 80.5000 81.6250 No        
       2 US#5[M16]  60.0  0.62   12.00 81.6250 86.6250 No        
       2 US#5[M16]  60.0  0.62   10.50 86.6250 87.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 87.5000 89.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 89.7500 90.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 90.3750 90.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 87.1250 90.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 89.8750 90.8750 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 87.0000 91.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 30.8333       3.00 
      2 US#5[M16]           2.00 0.620 60.1667 91.0000       3.00 
      2 US#6[M19]           2.00 0.880 28.4167 62.5827       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:
 22 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 36.40 ft from member end )
 
END PATTERN (Ycg = 15.95 in):
 
  6 @  2.000 in 6 @  4.000 in 4 @  6.000 in 2 @ 46.500 in 
  2 @ 48.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 3.82 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  6 @  2.000 in 6 @  4.000 in 4 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#5[M16]  60.0  0.62    3.00  0.1250  1.1250 No        
       2 US#4[M13]  60.0  0.40    9.00  0.1250  3.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3750  0.6250 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6250  1.2500 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2500  3.5000 No        
       2 US#5[M16]  60.0  0.62   10.50  3.5000  4.3750 No        
       2 US#5[M16]  60.0  0.62   12.00  4.3750  9.3750 No        
       2 US#5[M16]  60.0  0.62  13.50*  9.3750 10.5000 No        
       2 US#5[M16]  60.0  0.62  15.00*  9.8750 13.6250 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.5000 13.0000 No        
       2 US#5[M16]  60.0  0.62   16.50 13.0000 14.3750 No        
       2 US#5[M16]  60.0  0.62   17.00 14.3750 18.6250 No        
       2 US#4[M13]  60.0  0.40   12.00  3.8750  9.8750 Yes       
       2 US#4[M13]  60.0  0.40   17.00 13.6250 77.3750 Yes       
       2 US#4[M13]  60.0  0.40   12.00 81.1250 87.1250 Yes       
       2 US#5[M16]  60.0  0.62   17.00 72.3750 76.6250 No        
       2 US#5[M16]  60.0  0.62   16.50 76.6250 78.0000 No        
       2 US#5[M16]  60.0  0.62   15.00 78.0000 80.5000 No        
       2 US#5[M16]  60.0  0.62  15.00* 77.3750 81.1250 Yes       
       2 US#5[M16]  60.0  0.62  13.50* 80.5000 81.6250 No        
       2 US#5[M16]  60.0  0.62   12.00 81.6250 86.6250 No        
       2 US#5[M16]  60.0  0.62   10.50 86.6250 87.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 87.5000 89.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 89.7500 90.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 90.3750 90.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 87.1250 90.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 89.8750 90.8750 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 87.0000 91.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 30.8333       3.00 
      2 US#5[M16]           2.00 0.620 60.1667 91.0000       3.00 
      2 US#6[M19]           2.00 0.880 28.4167 62.5827       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:
 22 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 36.40 ft from member end )
 
END PATTERN (Ycg = 15.95 in):
 
  6 @  2.000 in 6 @  4.000 in 4 @  6.000 in 2 @ 46.500 in 
  2 @ 48.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 3.82 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  6 @  2.000 in 6 @  4.000 in 4 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#5[M16]  60.0  0.62    3.00  0.1250  1.1250 No        
       2 US#4[M13]  60.0  0.40    9.00  0.1250  3.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3750  0.6250 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6250  1.2500 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2500  3.5000 No        
       2 US#5[M16]  60.0  0.62   10.50  3.5000  4.3750 No        
       2 US#5[M16]  60.0  0.62   12.00  4.3750  9.3750 No        
       2 US#5[M16]  60.0  0.62  13.50*  9.3750 10.5000 No        
       2 US#5[M16]  60.0  0.62  15.00*  9.8750 13.6250 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.5000 13.0000 No        
       2 US#5[M16]  60.0  0.62   16.50 13.0000 14.3750 No        
       2 US#5[M16]  60.0  0.62   17.00 14.3750 18.6250 No        
       2 US#4[M13]  60.0  0.40   12.00  3.8750  9.8750 Yes       
       2 US#4[M13]  60.0  0.40   17.00 13.6250 77.3750 Yes       
       2 US#4[M13]  60.0  0.40   12.00 81.1250 87.1250 Yes       
       2 US#5[M16]  60.0  0.62   17.00 72.3750 76.6250 No        
       2 US#5[M16]  60.0  0.62   16.50 76.6250 78.0000 No        
       2 US#5[M16]  60.0  0.62   15.00 78.0000 80.5000 No        
       2 US#5[M16]  60.0  0.62  15.00* 77.3750 81.1250 Yes       
       2 US#5[M16]  60.0  0.62  13.50* 80.5000 81.6250 No        
       2 US#5[M16]  60.0  0.62   12.00 81.6250 86.6250 No        
       2 US#5[M16]  60.0  0.62   10.50 86.6250 87.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 87.5000 89.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 89.7500 90.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 90.3750 90.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 87.1250 90.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 89.8750 90.8750 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 87.0000 91.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 30.8333       3.00 
      2 US#5[M16]           2.00 0.620 60.1667 91.0000       3.00 
      2 US#6[M19]           2.00 0.880 28.4167 62.5827       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:
 22 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 36.40 ft from member end )
 
END PATTERN (Ycg = 15.95 in):
 
  6 @  2.000 in 6 @  4.000 in 4 @  6.000 in 2 @ 46.500 in 
  2 @ 48.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 3.82 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  6 @  2.000 in 6 @  4.000 in 4 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#5[M16]  60.0  0.62    3.00  0.1250  1.1250 No        
       2 US#4[M13]  60.0  0.40    9.00  0.1250  3.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3750  0.6250 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6250  1.2500 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2500  3.5000 No        
       2 US#5[M16]  60.0  0.62   10.50  3.5000  4.3750 No        
       2 US#5[M16]  60.0  0.62   12.00  4.3750  9.3750 No        
       2 US#5[M16]  60.0  0.62   13.50  9.3750 10.5000 No        
       2 US#5[M16]  60.0  0.62   15.00  9.8750 13.6250 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.5000 13.0000 No        
       2 US#5[M16]  60.0  0.62   16.50 13.0000 14.3750 No        
       2 US#5[M16]  60.0  0.62   17.00 14.3750 18.6250 No        
       2 US#4[M13]  60.0  0.40   12.00  3.8750  9.8750 Yes       
       2 US#4[M13]  60.0  0.40   17.00 13.6250 77.3750 Yes       
       2 US#4[M13]  60.0  0.40   12.00 81.1250 87.1250 Yes       
       2 US#5[M16]  60.0  0.62   17.00 72.3750 76.6250 No        
       2 US#5[M16]  60.0  0.62   16.50 76.6250 78.0000 No        
       2 US#5[M16]  60.0  0.62   15.00 78.0000 80.5000 No        
       2 US#5[M16]  60.0  0.62   15.00 77.3750 81.1250 Yes       
       2 US#5[M16]  60.0  0.62   13.50 80.5000 81.6250 No        
       2 US#5[M16]  60.0  0.62   12.00 81.6250 86.6250 No        
       2 US#5[M16]  60.0  0.62   10.50 86.6250 87.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 87.5000 89.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 89.7500 90.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 90.3750 90.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 87.1250 90.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 89.8750 90.8750 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 87.0000 91.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 30.8333       3.00 
      2 US#5[M16]           2.00 0.620 60.1667 91.0000       3.00 
      2 US#6[M19]           2.00 0.880 28.4167 62.5827       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   90.00
     DC  Line       0.010      0.00       0.010   90.00
     DC  Line       0.064      0.00       0.064   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.000 ft
Release length = 91.000 ft
Design  length = 90.000 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)  : 0.604   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.755   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.813   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 1
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        638.7 in2           1178.7 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           554873 in4#
Ht. of c.g.           =        24.37 in             39.92 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1337.7 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.59     8.60    17.70    26.80    35.90    45.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    643.5    667.4    667.4    667.4    667.4    667.4    667.4    667.4
  Yb      ,  in    24.31    23.97    23.96    23.88    23.75    23.62    23.49    23.49
  MI(Ixx) , in4   215323   217408   217424   218572   220732   223397   226568   226568
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1183.2   1205.7   1205.7   1205.7   1205.7   1205.7   1205.7   1205.7
  Yb      ,  in    39.83    39.36    39.36    39.32    39.25    39.18    39.11    39.11
  MI(Ixx) , in4   557480   571304   571345   574090   578652   583699   589232   589232

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:  22 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 36.40 ft from member end )
END PATTERN (Ycg = 15.95 in):
     6 @  2.000 in     6 @  4.000 in     4 @  6.000 in     2 @ 46.500 in
     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 3.82 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
     6 @  2.000 in     6 @  4.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    4.77 in2      Initial Pull          =      935.8 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        =  25.867 kips     Beam Shrtng (PL/AE)   =      0.377 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)       
--------------------------------------------------------------------------------------
      2004.261         740 1483.153     14.949 60543.570   928.447     237.881        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#5[M16]       60.00        0.62       3.00       0.1250      1.1250     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3750      0.6250     No
      2      US#5[M16]       60.00        0.62       7.50       0.6250      1.2500     No
      2      US#5[M16]       60.00        0.62       9.00       1.2500      3.5000     No
      2      US#5[M16]       60.00        0.62      10.50       3.5000      4.3750     No
      2      US#5[M16]       60.00        0.62      12.00       4.3750      9.3750     No
      2      US#5[M16]       60.00        0.62      13.50       9.3750     10.5000     No
      2      US#5[M16]       60.00        0.62      15.00       9.8750     13.6250    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.5000     13.0000     No
      2      US#5[M16]       60.00        0.62      16.50      13.0000     14.3750     No
      2      US#5[M16]       60.00        0.62      17.00      14.3750     18.6250     No
      2      US#4[M13]       60.00        0.40      12.00       3.8750      9.8750    Yes
      2      US#4[M13]       60.00        0.40      17.00      13.6250     77.3750    Yes
      2      US#4[M13]       60.00        0.40      12.00      81.1250     87.1250    Yes
      2      US#5[M16]       60.00        0.62      17.00      72.3750     76.6250     No
      2      US#5[M16]       60.00        0.62      16.50      76.6250     78.0000     No
      2      US#5[M16]       60.00        0.62      15.00      78.0000     80.5000     No
      2      US#5[M16]       60.00        0.62      15.00      77.3750     81.1250    Yes
      2      US#5[M16]       60.00        0.62      13.50      80.5000     81.6250     No
      2      US#5[M16]       60.00        0.62      12.00      81.6250     86.6250     No
      2      US#5[M16]       60.00        0.62      10.50      86.6250     87.5000     No
      2      US#5[M16]       60.00        0.62       9.00      87.5000     89.7500     No
      2      US#5[M16]       60.00        0.62       7.50      89.7500     90.3750     No
      2      US#5[M16]       60.00        0.62       3.00      90.3750     90.6250     No
      2      US#4[M13]       60.00        0.40       9.00      87.1250     90.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      89.8750     90.8750     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 87.0000 91.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 30.8333       3.00 
      2 US#5[M16]           2.00 0.620 60.1667 91.0000       3.00 
      2 US#6[M19]           2.00 0.880 28.4167 62.5827       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.7740 in2       Ycg =  3.82 in
         P_init    =      935.8 kips  Ecc = 20.55 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.54 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.075 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.65 ksi    0.00 ksi
    due to Composite Loads                                 -2.07 ksi    0.00 ksi
    due to Live Loads                                      -5.95 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                        13.32 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.54 ksi  ( 7.42 %)            12.96 ksi ( 6.61 %)
Total Prestress Losses                                    27.50 ksi (14.03 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
Self wt.  : M       0.0    72.8    75.4   232.9   425.7   563.4   646.1   673.6
(Max)       V      29.9    28.3    28.2    24.2    18.2    12.1     6.1     0.0
DL-Prec.  : M       0.0    14.2    14.7    45.5    83.2   110.1   126.3   131.7
DC(Max)     V       5.9     5.5     5.5     4.7     3.6     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    73.5    76.2   235.3   430.2   569.4   652.9   680.8
Haunch (Max)V      30.3    28.6    28.5    24.5    18.4    12.2     6.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.6     1.3     1.9     2.6     3.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.4    33.6   103.6   189.4   250.7   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    14.4    15.0    46.2    84.5   111.8   128.2   133.6
DW(Max)     V       5.9     5.6     5.6     4.8     3.6     2.4     1.2     0.0
LL + I    : M+      0.0   177.1   183.5   563.1  1017.4  1326.3  1509.1  1555.3
            V      93.2    89.7    89.5    81.0    68.4    55.9    38.8    26.3
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    93.2    89.7    89.6    81.0    69.2    57.9    47.1    36.7
            M      -0.0   174.9   181.2   548.1   964.1  1221.5  1330.2  1300.3
Total     : M+      0.0   384.6   398.6  1227.2  2231.7  2933.7  3352.6  3478.0
            V     178.6   170.3   170.0   150.1   120.3    90.5    56.1    26.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   178.6   170.3   170.0   150.1   121.1    92.5    64.4    36.8
            M      -0.0   382.4   396.2  1212.3  2178.4  2828.8  3173.7  3223.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.10   63.20   72.30   81.40   87.41   87.50   90.00
Self wt.  : M     646.1   563.4   425.7   232.9    75.4    72.8     0.0
(Max)       V       6.1    12.1    18.2    24.2    28.2    28.3    29.9
DL-Prec.  : M     126.3   110.1    83.2    45.5    14.7    14.2     0.0
DC(Max)     V       1.2     2.4     3.6     4.7     5.5     5.5     5.9
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     652.9   569.4   430.2   235.3    76.2    73.5     0.0
Haunch (Max)V       6.1    12.2    18.4    24.5    28.5    28.6    30.3
Diaphragm : M       2.6     1.9     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
DL-Comp   : M     287.4   250.7   189.4   103.6    33.6    32.4     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M     128.2   111.8    84.5    46.2    15.0    14.4     0.0
DW(Max)     V       1.2     2.4     3.6     4.8     5.6     5.6     5.9
LL + I    : M+   1509.1  1326.3  1017.4   563.1   183.5   177.1     0.0
            V      38.8    55.9    68.4    81.0    89.5    89.7    93.2
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    47.1    57.9    69.2    81.0    89.6    89.7    93.2
            M    1330.2  1221.5   964.1   548.1   181.2   174.9    -0.0
Total     : M+   3352.6  2933.7  2231.7  1227.2   398.6   384.6     0.0
            V      56.1    90.5   120.3   150.1   170.0   170.3   178.6
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    64.4    92.5   121.1   150.1   170.0   170.3   178.6
            M    3173.7  2828.8  2178.4  1212.3   396.2   382.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.9             29.9
Deck+Haunch            30.3             30.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.9              5.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           29.7             29.7
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
Self wt.  : M       0.0    72.8    75.4   232.9   425.7   563.4   646.1   673.6
(Max)       V      29.9    28.3    28.2    24.2    18.2    12.1     6.1     0.0
DL-Prec.  : M       0.0    14.2    14.7    45.5    83.2   110.1   126.3   131.7
DC(Max)     V       5.9     5.5     5.5     4.7     3.6     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    73.5    76.2   235.3   430.2   569.4   652.9   680.8
Haunch (Max)V      30.3    28.6    28.5    24.5    18.4    12.2     6.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.6     1.3     1.9     2.6     3.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.4    33.6   103.6   189.4   250.7   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    14.4    15.0    46.2    84.5   111.8   128.2   133.6
DW(Max)     V       5.9     5.6     5.6     4.8     3.6     2.4     1.2     0.0
LL + I    : M+      0.0   141.7   146.8   450.5   813.9  1061.0  1207.3  1244.3
            V      74.6    71.7    71.6    64.8    54.8    44.7    31.0    21.0
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    74.6    71.7    71.6    64.8    55.4    46.3    37.7    29.4
            M      -0.0   139.9   144.9   438.5   771.3   977.2  1064.1  1040.2
Total     : M+      0.0   349.2   361.9  1114.6  2028.2  2668.4  3050.8  3166.9
            V     160.0   152.4   152.1   133.9   106.6    79.3    48.3    21.1
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   160.0   152.4   152.1   133.9   107.2    80.9    55.0    29.5
            M      -0.0   347.4   360.0  1102.6  1985.6  2584.5  2907.6  2962.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.10   63.20   72.30   81.40   87.41   87.50   90.00
Self wt.  : M     646.1   563.4   425.7   232.9    75.4    72.8     0.0
(Max)       V       6.1    12.1    18.2    24.2    28.2    28.3    29.9
DL-Prec.  : M     126.3   110.1    83.2    45.5    14.7    14.2     0.0
DC(Max)     V       1.2     2.4     3.6     4.7     5.5     5.5     5.9
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     652.9   569.4   430.2   235.3    76.2    73.5     0.0
Haunch (Max)V       6.1    12.2    18.4    24.5    28.5    28.6    30.3
Diaphragm : M       2.6     1.9     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
DL-Comp   : M     287.4   250.7   189.4   103.6    33.6    32.4     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M     128.2   111.8    84.5    46.2    15.0    14.4     0.0
DW(Max)     V       1.2     2.4     3.6     4.8     5.6     5.6     5.9
LL + I    : M+   1207.3  1061.0   813.9   450.5   146.8   141.7     0.0
            V      31.0    44.7    54.8    64.8    71.6    71.7    74.6
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    37.7    46.3    55.4    64.8    71.6    71.7    74.6
            M    1064.1   977.2   771.3   438.5   144.9   139.9    -0.0
Total     : M+   3050.8  2668.4  2028.2  1114.6   361.9   349.2     0.0
            V      48.3    79.3   106.6   133.9   152.1   152.4   160.0
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    55.0    80.9   107.2   133.9   152.1   152.4   160.0
            M    2907.6  2584.5  1985.6  1102.6   360.0   347.4    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
Self wt.  : M       0.0    91.0    94.3   291.1   532.1   704.3   807.6   842.0
(Max)       V      37.4    35.3    35.3    30.3    22.7    15.1     7.6     0.0
Self wt.  : M       0.0    65.5    67.9   209.6   383.1   507.1   581.5   606.3
(Min)       V      26.9    25.4    25.4    21.8    16.3    10.9     5.4     0.0
DL-Prec.  : M       0.0    17.8    18.4    56.9   104.0   137.7   157.9   164.6
DC(Max)     V       7.3     6.9     6.9     5.9     4.4     3.0     1.5     0.0
DL-Prec.  : M       0.0    12.8    13.3    41.0    74.9    99.1   113.7   118.5
DC(Min)     V       5.3     5.0     5.0     4.3     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    91.9    95.3   294.2   537.8   711.8   816.2   851.0
Haunch (Max)V      37.8    35.7    35.6    30.6    22.9    15.3     7.6     0.0
Deck +    : M       0.0    66.2    68.6   211.8   387.2   512.5   587.6   612.7
Haunch (Min)V      27.2    25.7    25.7    22.0    16.5    11.0     5.5     0.0
Diaphragm : M       0.0     0.2     0.2     0.8     1.6     2.4     3.2     4.0
(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     0.6     1.1     1.7     2.3     2.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    40.5    41.9   129.5   236.7   313.3   359.3   374.6
DC(Max)     V      16.7    15.7    15.7    13.5    10.1     6.7     3.4     0.0
DL-Comp   : M       0.0    29.1    30.2    93.2   170.5   225.6   258.7   269.7
DC(Min)     V      12.0    11.3    11.3     9.7     7.3     4.8     2.4     0.0
DL-Comp   : M       0.0    21.7    22.4    69.3   126.7   167.7   192.3   200.5
DW(Max)     V       8.9     8.4     8.4     7.2     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0     9.4     9.7    30.0    54.9    72.7    83.3    86.9
DW(Min)     V       3.9     3.6     3.6     3.1     2.3     1.6     0.8     0.0
LL + I    : M+      0.0   309.9   321.1   985.4  1780.5  2321.0  2641.0  2721.8
            V     163.2   156.9   156.7   141.7   119.8    97.9    67.9    45.9
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   163.2   156.9   156.7   141.8   121.2   101.4    82.4    64.3
            M      -0.0   306.0   317.0   959.2  1687.2  2137.5  2327.8  2275.5
Total     : M+      0.0   572.9   593.7  1827.1  3319.4  4358.2  4977.4  5158.5
            V     271.4   259.1   258.7   229.3   185.5   141.7    89.8    46.0
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   271.4   259.2   258.7   229.3   186.8   145.2   104.4    64.4
            M      -0.0   569.0   589.6  1800.9  3226.1  4174.7  4664.2  4712.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.10   63.20   72.30   81.40   87.41   87.50   90.00
Self wt.  : M     807.6   704.3   532.1   291.1    94.3    91.0     0.0
(Max)       V       7.6    15.1    22.7    30.3    35.3    35.3    37.4
Self wt.  : M     581.5   507.1   383.1   209.6    67.9    65.5     0.0
(Min)       V       5.4    10.9    16.3    21.8    25.4    25.4    26.9
DL-Prec.  : M     157.9   137.7   104.0    56.9    18.4    17.8     0.0
DC(Max)     V       1.5     3.0     4.4     5.9     6.9     6.9     7.3
DL-Prec.  : M     113.7    99.1    74.9    41.0    13.3    12.8     0.0
DC(Min)     V       1.1     2.1     3.2     4.3     5.0     5.0     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     816.2   711.8   537.8   294.2    95.3    91.9     0.0
Haunch (Max)V       7.6    15.3    22.9    30.6    35.6    35.7    37.8
Deck +    : M     587.6   512.5   387.2   211.8    68.6    66.2     0.0
Haunch (Min)V       5.5    11.0    16.5    22.0    25.7    25.7    27.2
Diaphragm : M       3.2     2.4     1.6     0.8     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       2.3     1.7     1.1     0.6     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     359.3   313.3   236.7   129.5    41.9    40.5     0.0
DC(Max)     V       3.4     6.7    10.1    13.5    15.7    15.7    16.7
DL-Comp   : M     258.7   225.6   170.5    93.2    30.2    29.1     0.0
DC(Min)     V       2.4     4.8     7.3     9.7    11.3    11.3    12.0
DL-Comp   : M     192.3   167.7   126.7    69.3    22.4    21.7     0.0
DW(Max)     V       1.8     3.6     5.4     7.2     8.4     8.4     8.9
DL-Comp   : M      83.3    72.7    54.9    30.0     9.7     9.4     0.0
DW(Min)     V       0.8     1.6     2.3     3.1     3.6     3.6     3.9
LL + I    : M+   2641.0  2321.0  1780.5   985.4   321.1   309.9     0.0
            V      67.9    97.9   119.8   141.7   156.7   156.9   163.2
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    82.4   101.4   121.2   141.8   156.7   156.9   163.2
            M    2327.8  2137.5  1687.2   959.2   317.0   306.0    -0.0
Total     : M+   4977.4  4358.2  3319.4  1827.1   593.7   572.9     0.0
            V      89.8   141.7   185.5   229.3   258.7   259.1   271.4
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   104.4   145.2   186.8   229.3   258.7   259.2   271.4
            M    4664.2  4174.7  3226.2  1800.9   589.6   569.0    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.4             37.4
Deck+Haunch            37.8             37.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            7.3              7.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           44.5             44.5
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
Self wt.  : M       0.0    72.8    75.4   232.9   425.7   563.4   646.1   673.6
(Max)       V      29.9    28.3    28.2    24.2    18.2    12.1     6.1     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    14.2    14.7    45.5    83.2   110.1   126.3   131.7
DC(Max)     V       5.9     5.5     5.5     4.7     3.6     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    73.5    76.2   235.3   430.2   569.4   652.9   680.8
Haunch (Max)V      30.3    28.6    28.5    24.5    18.4    12.2     6.1     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     0.6     1.3     1.9     2.6     3.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     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    32.4    33.6   103.6   189.4   250.7   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     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    14.4    15.0    46.2    84.5   111.8   128.2   133.6
DW(Max)     V       5.9     5.6     5.6     4.8     3.6     2.4     1.2     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   177.3   183.7   556.3   980.8  1272.3  1418.6  1396.2
            V      94.0    90.6    90.4    82.2    70.4    54.0    42.2    30.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    94.0    90.6    90.4    82.2    70.4    58.6    46.9    35.1
            M       0.0   177.3   183.7   556.3   980.8  1236.5  1323.5  1241.6
Total     : M+      0.0   384.8   398.7  1220.5  2195.1  2879.7  3262.1  3318.8
            V     179.4   171.2   170.9   151.3   122.3    88.6    59.5    30.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   179.4   171.2   170.9   151.3   122.3    93.2    64.2    35.1
            M       0.0   384.8   398.7  1220.5  2195.1  2843.9  3167.0  3164.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.10   63.20   72.30   81.40   87.41   87.50   90.00
Self wt.  : M     646.1   563.4   425.7   232.9    75.4    72.8     0.0
(Max)       V       6.1    12.1    18.2    24.2    28.2    28.3    29.9
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     126.3   110.1    83.2    45.5    14.7    14.2     0.0
DC(Max)     V       1.2     2.4     3.6     4.7     5.5     5.5     5.9
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     652.9   569.4   430.2   235.3    76.2    73.5     0.0
Haunch (Max)V       6.1    12.2    18.4    24.5    28.5    28.6    30.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       2.6     1.9     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       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     287.4   250.7   189.4   103.6    33.6    32.4     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     128.2   111.8    84.5    46.2    15.0    14.4     0.0
DW(Max)     V       1.2     2.4     3.6     4.8     5.6     5.6     5.9
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+   1418.6  1272.3   980.8   556.3   183.7   177.3     0.0
            V      42.2    54.0    70.4    82.2    90.4    90.6    94.0
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    46.9    58.6    70.4    82.2    90.4    90.6    94.0
            M    1323.5  1236.5   980.8   556.3   183.7   177.3     0.0
Total     : M+   3262.1  2879.7  2195.1  1220.5   398.7   384.8     0.0
            V      59.5    88.6   122.3   151.3   170.9   171.2   179.4
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    64.2    93.2   122.3   151.3   170.9   171.2   179.4
            M    3167.0  2843.9  2195.1  1220.5   398.7   384.8     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    9.10   18.20   27.30   36.40   45.50
 
Beam-Self
Precast-top    0.146   0.410   0.725   0.944   1.068   1.113 
Bottom        -0.116  -0.325  -0.569  -0.734  -0.822  -0.857 
 
Prestress
Precast-top    0.237  -0.011  -0.376  -0.732  -1.077  -1.077 
Bottom         2.332   2.522   2.798   3.061   3.310   3.310 
 
Total
Precast-top    0.383   0.399   0.349   0.213  -0.008   0.036 
Bottom         2.216   2.197   2.229   2.327   2.488   2.454 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.58 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
 
Prestress
Precast-top    0.051   0.205   0.202  -0.009  -0.325  -0.632  -0.930  -0.930
Bottom         0.339   2.015   2.018   2.180   2.418   2.645   2.861   2.861
 
Self wt.
Precast-top   -0.000   0.121   0.125   0.385   0.700   0.920   1.044   1.089
Bottom        -0.000  -0.096  -0.100  -0.305  -0.550  -0.715  -0.804  -0.838
 
DL-Prec (DC)
Precast-top   -0.000   0.024   0.024   0.075   0.137   0.180   0.204   0.213
Bottom        -0.000  -0.019  -0.019  -0.060  -0.107  -0.140  -0.157  -0.164
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.122   0.126   0.389   0.708   0.929   1.055   1.100
Bottom        -0.000  -0.097  -0.101  -0.309  -0.555  -0.722  -0.812  -0.847
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.013   0.042   0.076   0.099   0.113   0.118
Precast-top   -0.000   0.010   0.010   0.032   0.058   0.076   0.087   0.091
Bottom        -0.000  -0.027  -0.028  -0.085  -0.154  -0.202  -0.229  -0.239
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.006   0.019   0.034   0.044   0.051   0.053
Precast-top   -0.000   0.004   0.005   0.014   0.026   0.034   0.039   0.041
Bottom        -0.000  -0.012  -0.012  -0.038  -0.069  -0.090  -0.102  -0.106
 
LL+I(+)
Topping-top   -0.000   0.071   0.074   0.226   0.406   0.526   0.595   0.613
Precast-top   -0.000   0.054   0.056   0.173   0.311   0.404   0.458   0.472
Bottom        -0.000  -0.146  -0.152  -0.463  -0.828  -1.068  -1.202  -1.239
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.090   0.093   0.286   0.515   0.670   0.759   0.784 
Precast-top    0.051   0.540   0.549   1.060   1.617   1.914   1.961   2.079 
Bottom         0.339   1.617   1.605   0.920   0.153  -0.295  -0.449  -0.576 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.020   0.060   0.109   0.144   0.164   0.171 
Precast-top    0.051   0.486   0.493   0.887   1.306   1.510   1.503   1.608 
Bottom         0.339   1.764   1.757   1.382   0.981   0.774   0.753   0.663 
 

 
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    9.10   18.20   27.30   36.40   45.50
 
Beam-Self
Precast-top    0.146   0.410   0.725   0.944   1.068   1.113 
Bottom        -0.116  -0.325  -0.569  -0.734  -0.822  -0.857 
 
Prestress
Precast-top    0.237  -0.011  -0.376  -0.732  -1.077  -1.077 
Bottom         2.332   2.522   2.798   3.061   3.310   3.310 
 
Total
Precast-top    0.383   0.399   0.349   0.213  -0.008   0.036 
Bottom         2.216   2.197   2.229   2.327   2.488   2.454 
 
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 = 13.58 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
 
Prestress
Precast-top    0.051   0.205   0.202  -0.009  -0.325  -0.632  -0.930  -0.930
Bottom         0.339   2.015   2.018   2.180   2.418   2.645   2.861   2.861
 
Self wt.
Precast-top   -0.000   0.121   0.125   0.385   0.700   0.920   1.044   1.089
Bottom        -0.000  -0.096  -0.100  -0.305  -0.550  -0.715  -0.804  -0.838
 
DL-Prec (DC)
Precast-top   -0.000   0.024   0.024   0.075   0.137   0.180   0.204   0.213
Bottom        -0.000  -0.019  -0.019  -0.060  -0.107  -0.140  -0.157  -0.164
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.122   0.126   0.389   0.708   0.929   1.055   1.100
Bottom        -0.000  -0.097  -0.101  -0.309  -0.555  -0.722  -0.812  -0.847
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.013   0.042   0.076   0.099   0.113   0.118
Precast-top   -0.000   0.010   0.010   0.032   0.058   0.076   0.087   0.091
Bottom        -0.000  -0.027  -0.028  -0.085  -0.154  -0.202  -0.229  -0.239
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.006   0.019   0.034   0.044   0.051   0.053
Precast-top   -0.000   0.004   0.005   0.014   0.026   0.034   0.039   0.041
Bottom        -0.000  -0.012  -0.012  -0.038  -0.069  -0.090  -0.102  -0.106
 
LL+I(+)
Topping-top   -0.000   0.057   0.059   0.181   0.325   0.421   0.476   0.491
Precast-top   -0.000   0.044   0.045   0.138   0.249   0.323   0.366   0.377
Bottom        -0.000  -0.117  -0.121  -0.370  -0.662  -0.855  -0.962  -0.991
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.076   0.079   0.241   0.434   0.565   0.640   0.661 
Precast-top    0.051   0.529   0.538   1.025   1.555   1.833   1.869   1.985 
Bottom         0.339   1.647   1.636   1.012   0.318  -0.081  -0.208  -0.328 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
F_LL+I(+)
Topping-top   -0.000   0.071   0.074   0.223   0.391   0.505   0.559   0.550
Precast-top   -0.000   0.055   0.056   0.171   0.300   0.388   0.430   0.423
Bottom        -0.000  -0.147  -0.152  -0.457  -0.798  -1.025  -1.130  -1.112
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.081   0.084   0.253   0.446   0.577   0.641   0.636 
Precast-top    0.026   0.297   0.303   0.614   0.953   1.143   1.182   1.227 
Bottom         0.170   0.735   0.727   0.234  -0.308  -0.638  -0.753  -0.781 
 

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
    271.4    7.0   58.5    0.373   3.7   6.00e-3 50.0    272.7     1.116    5.493      0.39
      0.0    0.5   58.3     31.5 0.146      25.2 0.87    12.00     0.099    1.703 
Transfer:   3.00
    259.2    7.0   58.5    2.235  22.4   0.80e-3 31.8    181.1     0.394    1.360      0.00
    569.0    2.9   57.0    189.0 0.133      84.5 3.00    12.00     0.099    1.811 
Critical:   5.24
    248.1    7.0   58.5    2.544  22.4  -0.01e-3 29.0    117.2     0.228    1.020      0.00
   1025.0    3.3   56.8    189.0 0.127     136.2 4.84    12.00     0.099    1.885 
0.1L    :   9.10
    229.3    7.0   58.5    3.071  22.4   0.10e-3 29.4    107.7     0.214    1.020      0.00
   1800.9    4.0   56.5    189.0 0.118     124.7 4.46    24.00     0.099    2.028 
0.2L    :  18.20
    186.8    7.0   52.4    4.774  22.4   0.25e-3 29.9     85.3     0.196    0.720      0.00
   3226.1    4.5   50.1    189.0 0.106      99.9 4.03    24.00     0.099    2.101 
0.3L    :  27.30
    145.2    7.0   55.4    4.774  22.4   1.20e-3 33.2     72.5     0.179    0.282      0.00
   4174.7    4.5   53.1    189.0 0.075      66.5 2.53    24.00     0.099    1.261 
0.4L    :  36.40
    104.4    7.0   58.4    4.774   0.0   1.46e-3 34.1     52.2     0.126    0.282      0.00
   4664.2    4.5   56.2    189.0 0.059      63.7 2.29    24.00     0.099    1.560 
0.5L    :  45.50
     64.4    7.0   58.4    4.774   0.0   1.24e-3 33.3      2.4     0.099    0.282      0.00
   4712.3    4.5   56.2    189.0 0.036      69.1 2.49    24.00     0.099    2.653 
0.6L    :  54.60
    104.4    7.0   58.4    4.774   0.0   1.46e-3 34.1     52.2     0.126    0.282      0.00
   4664.2    4.5   56.2    189.0 0.059      63.7 2.29    24.00     0.099    1.560 
0.7L    :  63.70
    145.2    7.0   55.4    4.774  22.4   1.20e-3 33.2     72.5     0.179    0.282      0.00
   4174.7    4.5   53.1    189.0 0.075      66.5 2.53    24.00     0.099    1.261 
0.8L    :  72.80
    186.8    7.0   52.4    4.774  22.4   0.25e-3 29.9     85.3     0.196    0.720      0.00
   3226.2    4.5   50.1    189.0 0.106      99.9 4.03    24.00     0.099    2.101 
0.9L    :  81.90
    229.3    7.0   58.5    3.071  22.4   0.10e-3 29.4    107.7     0.214    1.020      0.00
   1800.9    4.0   56.5    189.0 0.118     124.7 4.46    24.00     0.099    2.028 
Critical:  85.76
    248.1    7.0   58.5    2.544  22.4  -0.01e-3 29.0    117.2     0.228    1.020      0.00
   1025.0    3.3   56.8    189.0 0.127     136.2 4.84    12.00     0.099    1.885 
Transfer:  88.00
    259.2    7.0   58.5    2.235  22.4   0.80e-3 31.8    181.1     0.394    1.360      0.00
    569.0    2.9   57.0    189.0 0.133      84.5 3.00    12.00     0.099    1.811 
Bearing :  90.50
    271.4    7.0   58.5    0.373   3.7   6.00e-3 50.0    272.7     1.116    5.493      0.39
      0.0    0.5   58.3     31.5 0.146      25.2 0.87    12.00     0.099    1.703 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  935.80
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.87
 
 
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
    271.4      5.18     58.50    0.49       58.25    24.00      0.160      1.326      0.139      0.533 
Transfer:      2.50
    259.2      5.05     58.50    2.92       57.04    24.00      0.160      1.283      0.114      0.533 
Critical:      4.74
    248.2      4.85     58.50    3.31       56.85    24.00      0.160      1.217      0.074      0.400 
0.1L    :      8.60
    229.3      4.51     58.50    3.98       56.51    24.00      0.160      1.103      0.006      0.400 
0.2L    :     17.70
    186.8      4.14     52.36    4.49       50.12    24.00      0.160      0.981      0.000      0.282 
0.3L    :     26.80
    145.2      3.04     55.40    4.50       53.15    24.00      0.160      0.612      0.000      0.282 
0.4L    :     35.90
    104.4      2.06     58.43    4.51       56.18    24.00      0.160      0.288      0.000      0.282 
0.5L    :     45.00
     64.4      1.27     58.43    4.51       56.18    24.00      0.160      0.024      0.000      0.282 
0.6L    :     54.10
    104.4      2.06     58.43    4.51       56.18    24.00      0.160      0.288      0.000      0.282 
0.7L    :     63.20
    145.2      3.04     55.40    4.50       53.15    24.00      0.160      0.612      0.000      0.282 
0.8L    :     72.30
    186.8      4.14     52.36    4.49       50.12    24.00      0.160      0.981      0.000      0.282 
0.9L    :     81.40
    229.3      4.51     58.50    3.98       56.51    24.00      0.160      1.103      0.006      0.400 
Critical:     85.26
    248.2      4.85     58.50    3.31       56.85    24.00      0.160      1.217      0.074      0.400 
Transfer:     87.50
    259.2      5.05     58.50    2.92       57.04    24.00      0.160      1.283      0.114      0.533 
Bearing :     90.00
    271.4      5.18     58.50    0.49       58.25    24.00      0.160      1.326      0.139      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.60 ft
Prestress      :       0.892  1.80      1.606  2.20      1.963
Self Wt.       :      -0.363  1.85     -0.671  2.40     -0.870
Deck + Haunch  :                       -0.318  2.30     -0.732
DL-Prec. (DC)  :                       -0.062  3.00     -0.185
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.053  3.00     -0.160
DL-Comp. (DW)  :                       -0.024  3.00     -0.071
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 17.70 ft
Prestress      :       1.622  1.80      2.919  2.20      3.568
Self Wt.       :      -0.679  1.85     -1.256  2.40     -1.630
Deck + Haunch  :                       -0.614  2.30     -1.412
DL-Prec. (DC)  :                       -0.119  3.00     -0.356
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.103  3.00     -0.309
DL-Comp. (DW)  :                       -0.046  3.00     -0.138
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 26.80 ft
Prestress      :       2.153  1.80      3.876  2.20      4.738
Self Wt.       :      -0.919  1.85     -1.700  2.40     -2.205
Deck + Haunch  :                       -0.839  2.30     -1.929
DL-Prec. (DC)  :                       -0.162  3.00     -0.487
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.141  3.00     -0.424
DL-Comp. (DW)  :                       -0.063  3.00     -0.189
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 35.90 ft
Prestress      :       2.458  1.80      4.424  2.20      5.407
Self Wt.       :      -1.061  1.85     -1.963  2.40     -2.546
Deck + Haunch  :                       -0.972  2.30     -2.236
DL-Prec. (DC)  :                       -0.188  3.00     -0.564
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.165  3.00     -0.494
DL-Comp. (DW)  :                       -0.073  3.00     -0.220
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 45.00 ft
Prestress      :       2.577  1.80      4.638  2.20      5.669
Self Wt.       :      -1.114  1.85     -2.061  2.40     -2.674
Deck + Haunch  :                       -1.022  2.30     -2.350
DL-Prec. (DC)  :                       -0.198  3.00     -0.593
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.173  3.00     -0.519
DL-Comp. (DW)  :                       -0.077  3.00     -0.231
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 54.10 ft
Prestress      :       2.458  1.80      4.424  2.20      5.407
Self Wt.       :      -1.061  1.85     -1.963  2.40     -2.546
Deck + Haunch  :                       -0.972  2.30     -2.236
DL-Prec. (DC)  :                       -0.188  3.00     -0.564
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.165  3.00     -0.494
DL-Comp. (DW)  :                       -0.073  3.00     -0.220
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 63.20 ft
Prestress      :       2.153  1.80      3.876  2.20      4.738
Self Wt.       :      -0.919  1.85     -1.700  2.40     -2.205
Deck + Haunch  :                       -0.839  2.30     -1.929
DL-Prec. (DC)  :                       -0.162  3.00     -0.487
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.141  3.00     -0.424
DL-Comp. (DW)  :                       -0.063  3.00     -0.189
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 72.30 ft
Prestress      :       1.622  1.80      2.919  2.20      3.568
Self Wt.       :      -0.679  1.85     -1.256  2.40     -1.630
Deck + Haunch  :                       -0.614  2.30     -1.412
DL-Prec. (DC)  :                       -0.119  3.00     -0.356
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.103  3.00     -0.309
DL-Comp. (DW)  :                       -0.046  3.00     -0.138
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 81.40 ft
Prestress      :       0.892  1.80      1.606  2.20      1.963
Self Wt.       :      -0.363  1.85     -0.671  2.40     -0.870
Deck + Haunch  :                       -0.318  2.30     -0.732
DL-Prec. (DC)  :                       -0.062  3.00     -0.185
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.053  3.00     -0.160
DL-Comp. (DW)  :                       -0.024  3.00     -0.071
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
   572.9    47.3  3.073  264.5    3.4   2.92   3105.1  0.050T 1.00       -       -     -     -  
H/2     :   2.59
   593.7    47.3  3.091  264.5    3.4   2.93   3124.2  0.049T 1.00       -       -     -     -  
0.1L    :   8.60
  1827.1    49.3  4.223  262.8    4.7   3.98   4378.6  0.036T 1.00       -       -     -     -  
0.2L    :  17.70
  3319.4    52.4  4.774  262.4    5.3   4.49   5231.2  0.031T 1.00   3771.1  3771.1    1.39    -  
0.3L    :  26.80
  4358.2    55.4  4.774  262.8    5.3   4.50   5556.1  0.031T 1.00   3962.3  3962.3    1.40    -  
0.4L    :  35.90
  4977.4    58.4  4.774  263.1    5.3   4.51   5881.2  0.031T 1.00   4226.2  4226.2    1.39    -  
0.5L    :  45.00
  5158.5    58.4  4.774  263.1    5.3   4.51   5881.2  0.031T 1.00   4191.7  4191.7    1.40    -  
0.6L    :  54.10
  4977.4    58.4  4.774  263.1    5.3   4.51   5881.2  0.031T 1.00   4226.2  4226.2    1.39    -  
0.7L    :  63.20
  4358.2    55.4  4.774  262.8    5.3   4.50   5556.1  0.031T 1.00   3962.3  3962.3    1.40    -  
0.8L    :  72.30
  3319.4    52.4  4.774  262.4    5.3   4.49   5231.2  0.031T 1.00   3771.1  3771.1    1.39    -  
0.9L    :  81.40
  1827.1    49.3  4.223  262.8    4.7   3.98   4378.6  0.036T 1.00       -       -     -     -  
H/2     :  87.41
   593.7    47.3  3.091  264.5    3.4   2.93   3124.2  0.049T 1.00       -       -     -     -  
Transfer:  87.50
   572.9    47.3  3.073  264.5    3.4   2.92   3105.1  0.050T 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 1-11; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.015
        M   2.00 Fb     0.217
 
  2   2 E  50.50 Ft     0.411
        M   6.00 Fb     0.130
 
  3   2 E  48.50 Ft     0.784
        M   4.00 Fb     0.062
 
  4   2 E  46.50 Ft     1.133
        M   2.00 Fb     0.013
 
  5   2 E   6.00 Ft     1.050
        M   6.00 Fb     0.308
 
  6   2 E   6.00 Ft     0.966
        M   6.00 Fb     0.604
 
  7   2 E   4.00 Ft     0.859
        M   4.00 Fb     0.919
 
  8   2 E   4.00 Ft     0.752
        M   4.00 Fb     1.234
 
  9   2 E   4.00 Ft     0.644
        M   4.00 Fb     1.549
 
 10   2 E   2.00 Ft     0.514
        M   2.00 Fb     1.882
 
 11   2 E   2.00 Ft     0.383
        M   2.00 Fb     2.215
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 91.00            Release Length, ft: 91.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  22
No. of strands, Draped:   6           No. of strands, Straight:  16
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  7.42 %               Final losses: 14.03 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.488   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.008   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)                  5881.15     5158.55     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   0.784     Midspan    1.800   0.171     Midspan
    Pre.Top:   3.000   2.079     Midspan    2.250   1.608     Midspan
    Pre.Bot:   3.000   1.617    Transfer    2.250   1.764    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.051     Bearing
    Pre.Bot:  -0.420  -0.328     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   1.227     Midspan
    Pre.Bot:                                                             2.000   0.735    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.577  1.80      4.638  2.20      5.669
Self Wt.       :      -1.114  1.85     -2.061  2.40     -2.674
Deck + Haunch  :                       -1.022  2.30     -2.350
DL-Prec. (DC)  :                       -0.198  3.00     -0.593
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.173  3.00     -0.519
DL-Comp. (DW)  :                       -0.077  3.00     -0.231
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   90.00
     DC  Line       0.070      0.00       0.070   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.000 ft
Release length = 91.000 ft
Design  length = 90.000 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)  : 0.647   (Calculated)    
Live Moment (1  lane  loaded)  : 0.460   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.003   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.840   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 2
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        638.7 in2           1230.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           572063 in4#
Ht. of c.g.           =        24.37 in             40.70 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1402.3 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.59     8.60    17.70    26.80    35.90    45.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    643.5    667.4    667.4    667.4    667.4    667.4    667.4    667.4
  Yb      ,  in    24.31    23.97    23.96    23.88    23.75    23.62    23.49    23.49
  MI(Ixx) , in4   215323   217408   217424   218572   220732   223397   226568   226568
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1235.1   1257.6   1257.6   1257.6   1257.6   1257.6   1257.6   1257.6
  Yb      ,  in    40.61    40.15    40.15    40.10    40.04    39.97    39.91    39.91
  MI(Ixx) , in4   574842   589551   589594   592424   597114   602291   607953   607953

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:  22 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 36.40 ft from member end )
END PATTERN (Ycg = 15.95 in):
     6 @  2.000 in     6 @  4.000 in     4 @  6.000 in     2 @ 46.500 in
     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 3.82 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
     6 @  2.000 in     6 @  4.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    4.77 in2      Initial Pull          =      935.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.069 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.086 ft
Holddown Force        =  25.867 kips     Beam Shrtng (PL/AE)   =      0.377 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)       
--------------------------------------------------------------------------------------
      2004.261         740 1483.153     14.949 60543.570   928.447     237.881        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#5[M16]       60.00        0.62       3.00       0.1250      1.1250     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3750      0.6250     No
      2      US#5[M16]       60.00        0.62       7.50       0.6250      1.2500     No
      2      US#5[M16]       60.00        0.62       9.00       1.2500      3.5000     No
      2      US#5[M16]       60.00        0.62      10.50       3.5000      4.3750     No
      2      US#5[M16]       60.00        0.62      12.00       4.3750      9.3750     No
      2      US#5[M16]       60.00        0.62      13.50*      9.3750     10.5000     No
      2      US#5[M16]       60.00        0.62      15.00*      9.8750     13.6250    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.5000     13.0000     No
      2      US#5[M16]       60.00        0.62      16.50      13.0000     14.3750     No
      2      US#5[M16]       60.00        0.62      17.00      14.3750     18.6250     No
      2      US#4[M13]       60.00        0.40      12.00       3.8750      9.8750    Yes
      2      US#4[M13]       60.00        0.40      17.00      13.6250     77.3750    Yes
      2      US#4[M13]       60.00        0.40      12.00      81.1250     87.1250    Yes
      2      US#5[M16]       60.00        0.62      17.00      72.3750     76.6250     No
      2      US#5[M16]       60.00        0.62      16.50      76.6250     78.0000     No
      2      US#5[M16]       60.00        0.62      15.00      78.0000     80.5000     No
      2      US#5[M16]       60.00        0.62      15.00*     77.3750     81.1250    Yes
      2      US#5[M16]       60.00        0.62      13.50*     80.5000     81.6250     No
      2      US#5[M16]       60.00        0.62      12.00      81.6250     86.6250     No
      2      US#5[M16]       60.00        0.62      10.50      86.6250     87.5000     No
      2      US#5[M16]       60.00        0.62       9.00      87.5000     89.7500     No
      2      US#5[M16]       60.00        0.62       7.50      89.7500     90.3750     No
      2      US#5[M16]       60.00        0.62       3.00      90.3750     90.6250     No
      2      US#4[M13]       60.00        0.40       9.00      87.1250     90.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      89.8750     90.8750     No
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 87.0000 91.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 30.8333       3.00 
      2 US#5[M16]           2.00 0.620 60.1667 91.0000       3.00 
      2 US#6[M19]           2.00 0.880 28.4167 62.5827       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.7740 in2       Ycg =  3.82 in
         P_init    =      935.8 kips  Ecc = 20.55 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.54 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.075 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.78 ksi    0.00 ksi
    due to Composite Loads                                 -2.05 ksi    0.00 ksi
    due to Live Loads                                      -5.96 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                        13.32 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.54 ksi  ( 7.42 %)            12.84 ksi ( 6.55 %)
Total Prestress Losses                                    27.38 ksi (13.97 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.6 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    8.60   17.70   26.80   35.90   45.00
Self wt.  : M       0.0    72.8    75.4   232.9   425.7   563.4   646.1   673.6
(Max)       V      29.9    28.3    28.2    24.2    18.2    12.1     6.1     0.0
DL-Prec.  : M       0.0     8.8     9.1    28.1    51.4    68.0    78.0    81.3
DC(Max)     V       3.6     3.4     3.4     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    80.6    83.5   258.0   471.6   624.1   715.7   746.2
Haunch (Max)V      33.2    31.3    31.3    26.8    20.1    13.4     6.7     0.0
Diaphragm : M       0.0     0.4     0.4     1.2     2.5     3.8     5.1     6.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.4    33.6   103.6   189.4   250.7   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    14.4    15.0    46.2    84.5   111.8   128.2   133.6
DW(Max)     V       5.9     5.6     5.6     4.8     3.6     2.4     1.2     0.0
LL + I    : M+      0.0   179.1   185.6   569.6  1029.2  1341.7  1526.6  1573.4
            V     115.0   110.6   110.4    99.9    84.4    69.0    47.8    32.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   115.0   110.6   110.4    99.9    85.4    71.4    58.1    45.3
            M      -0.0   176.9   183.3   554.5   975.3  1235.6  1345.6  1315.4
Total     : M+      0.0   388.5   402.6  1239.6  2254.2  2963.5  3387.1  3514.3
            V     201.1   191.9   191.6   169.6   136.7   103.9    65.4    32.5
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   201.1   192.0   191.6   169.6   137.7   106.4    75.6    45.4
            M      -0.0   386.2   400.2  1224.4  2200.3  2857.5  3206.1  3256.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.10   63.20   72.30   81.40   87.41   87.50   90.00
Self wt.  : M     646.1   563.4   425.7   232.9    75.4    72.8     0.0
(Max)       V       6.1    12.1    18.2    24.2    28.2    28.3    29.9
DL-Prec.  : M      78.0    68.0    51.4    28.1     9.1     8.8     0.0
DC(Max)     V       0.7     1.5     2.2     2.9     3.4     3.4     3.6
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     715.7   624.1   471.6   258.0    83.5    80.6     0.0
Haunch (Max)V       6.7    13.4    20.1    26.8    31.3    31.3    33.2
Diaphragm : M       5.1     3.8     2.5     1.2     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     287.4   250.7   189.4   103.6    33.6    32.4     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M     128.2   111.8    84.5    46.2    15.0    14.4     0.0
DW(Max)     V       1.2     2.4     3.6     4.8     5.6     5.6     5.9
LL + I    : M+   1526.6  1341.7  1029.2   569.6   185.6   179.1     0.0
            V      47.8    69.0    84.4    99.9   110.4   110.6   115.0
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    58.1    71.4    85.4    99.9   110.4   110.6   115.0
            M    1345.6  1235.6   975.3   554.5   183.3   176.9    -0.0
Total     : M+   3387.1  2963.5  2254.2  1239.6   402.6   388.5     0.0
            V      65.4   103.9   136.7   169.6   191.6   191.9   201.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    75.6   106.4   137.7   169.6   191.6   192.0   201.1
            M    3206.1  2857.5  2200.3  1224.4   400.2   386.2    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.9             29.9
Deck+Haunch            33.2             33.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.6              3.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           29.7             29.7
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
Self wt.  : M       0.0    72.8    75.4   232.9   425.7   563.4   646.1   673.6
(Max)       V      29.9    28.3    28.2    24.2    18.2    12.1     6.1     0.0
DL-Prec.  : M       0.0     8.8     9.1    28.1    51.4    68.0    78.0    81.3
DC(Max)     V       3.6     3.4     3.4     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    80.6    83.5   258.0   471.6   624.1   715.7   746.2
Haunch (Max)V      33.2    31.3    31.3    26.8    20.1    13.4     6.7     0.0
Diaphragm : M       0.0     0.4     0.4     1.2     2.5     3.8     5.1     6.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.4    33.6   103.6   189.4   250.7   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    14.4    15.0    46.2    84.5   111.8   128.2   133.6
DW(Max)     V       5.9     5.6     5.6     4.8     3.6     2.4     1.2     0.0
LL + I    : M+      0.0   143.3   148.5   455.7   823.4  1073.3  1221.3  1258.7
            V      92.0    88.5    88.4    79.9    67.5    55.2    38.3    25.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    92.0    88.5    88.4    79.9    68.3    57.2    46.5    36.2
            M      -0.0   141.5   146.6   443.6   780.2   988.5  1076.5  1052.3
Total     : M+      0.0   352.6   365.5  1125.7  2048.4  2695.2  3081.8  3199.6
            V     178.1   169.8   169.5   149.6   119.8    90.1    55.8    26.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   178.1   169.8   169.5   149.6   120.6    92.1    64.0    36.4
            M      -0.0   350.8   363.6  1113.5  2005.3  2610.4  2937.0  2993.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.10   63.20   72.30   81.40   87.41   87.50   90.00
Self wt.  : M     646.1   563.4   425.7   232.9    75.4    72.8     0.0
(Max)       V       6.1    12.1    18.2    24.2    28.2    28.3    29.9
DL-Prec.  : M      78.0    68.0    51.4    28.1     9.1     8.8     0.0
DC(Max)     V       0.7     1.5     2.2     2.9     3.4     3.4     3.6
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     715.7   624.1   471.6   258.0    83.5    80.6     0.0
Haunch (Max)V       6.7    13.4    20.1    26.8    31.3    31.3    33.2
Diaphragm : M       5.1     3.8     2.5     1.2     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     287.4   250.7   189.4   103.6    33.6    32.4     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M     128.2   111.8    84.5    46.2    15.0    14.4     0.0
DW(Max)     V       1.2     2.4     3.6     4.8     5.6     5.6     5.9
LL + I    : M+   1221.3  1073.3   823.4   455.7   148.5   143.3     0.0
            V      38.3    55.2    67.5    79.9    88.4    88.5    92.0
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    46.5    57.2    68.3    79.9    88.4    88.5    92.0
            M    1076.5   988.5   780.2   443.6   146.6   141.5    -0.0
Total     : M+   3081.8  2695.2  2048.4  1125.7   365.5   352.6     0.0
            V      55.8    90.1   119.8   149.6   169.5   169.8   178.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    64.0    92.1   120.6   149.6   169.5   169.8   178.1
            M    2937.0  2610.4  2005.3  1113.5   363.6   350.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
Self wt.  : M       0.0    91.0    94.3   291.1   532.1   704.3   807.6   842.0
(Max)       V      37.4    35.3    35.3    30.3    22.7    15.1     7.6     0.0
Self wt.  : M       0.0    65.5    67.9   209.6   383.1   507.1   581.5   606.3
(Min)       V      26.9    25.4    25.4    21.8    16.3    10.9     5.4     0.0
DL-Prec.  : M       0.0    11.0    11.4    35.1    64.2    85.0    97.5   101.6
DC(Max)     V       4.5     4.3     4.3     3.7     2.7     1.8     0.9     0.0
DL-Prec.  : M       0.0     7.9     8.2    25.3    46.2    61.2    70.2    73.2
DC(Min)     V       3.3     3.1     3.1     2.6     2.0     1.3     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   100.8   104.4   322.4   589.4   780.2   894.6   932.7
Haunch (Max)V      41.5    39.2    39.1    33.5    25.1    16.8     8.4     0.0
Deck +    : M       0.0    72.5    75.2   232.2   424.4   561.7   644.1   671.6
Haunch (Min)V      29.8    28.2    28.1    24.1    18.1    12.1     6.0     0.0
Diaphragm : M       0.0     0.4     0.5     1.5     3.2     4.8     6.4     8.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.1     2.3     3.4     4.6     5.8
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    40.5    41.9   129.5   236.7   313.3   359.3   374.6
DC(Max)     V      16.7    15.7    15.7    13.5    10.1     6.7     3.4     0.0
DL-Comp   : M       0.0    29.1    30.2    93.2   170.5   225.6   258.7   269.7
DC(Min)     V      12.0    11.3    11.3     9.7     7.3     4.8     2.4     0.0
DL-Comp   : M       0.0    21.7    22.4    69.3   126.7   167.7   192.3   200.5
DW(Max)     V       8.9     8.4     8.4     7.2     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0     9.4     9.7    30.0    54.9    72.7    83.3    86.9
DW(Min)     V       3.9     3.6     3.6     3.1     2.3     1.6     0.8     0.0
LL + I    : M+      0.0   313.5   324.9   996.8  1801.1  2347.9  2671.6  2753.4
            V     201.3   193.6   193.3   174.8   147.7   120.7    83.7    56.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   201.3   193.6   193.3   174.8   149.4   125.0   101.6    79.3
            M      -0.0   309.5   320.7   970.3  1706.8  2162.3  2354.8  2301.9
Total     : M+      0.0   578.7   599.8  1845.8  3353.5  4403.2  5029.3  5212.9
            V     310.4   296.6   296.1   263.1   214.0   164.9   105.9    56.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   310.4   296.7   296.1   263.1   215.7   169.3   123.9    79.4
            M      -0.0   574.8   595.6  1819.3  3259.2  4217.6  4712.4  4761.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.10   63.20   72.30   81.40   87.41   87.50   90.00
Self wt.  : M     807.6   704.3   532.1   291.1    94.3    91.0     0.0
(Max)       V       7.6    15.1    22.7    30.3    35.3    35.3    37.4
Self wt.  : M     581.5   507.1   383.1   209.6    67.9    65.5     0.0
(Min)       V       5.4    10.9    16.3    21.8    25.4    25.4    26.9
DL-Prec.  : M      97.5    85.0    64.2    35.1    11.4    11.0     0.0
DC(Max)     V       0.9     1.8     2.7     3.7     4.3     4.3     4.5
DL-Prec.  : M      70.2    61.2    46.2    25.3     8.2     7.9     0.0
DC(Min)     V       0.7     1.3     2.0     2.6     3.1     3.1     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     894.6   780.2   589.4   322.4   104.4   100.8     0.0
Haunch (Max)V       8.4    16.8    25.1    33.5    39.1    39.2    41.5
Deck +    : M     644.1   561.7   424.4   232.2    75.2    72.5     0.0
Haunch (Min)V       6.0    12.1    18.1    24.1    28.1    28.2    29.8
Diaphragm : M       6.4     4.8     3.2     1.5     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.6     3.4     2.3     1.1     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     359.3   313.3   236.7   129.5    41.9    40.5     0.0
DC(Max)     V       3.4     6.7    10.1    13.5    15.7    15.7    16.7
DL-Comp   : M     258.7   225.6   170.5    93.2    30.2    29.1     0.0
DC(Min)     V       2.4     4.8     7.3     9.7    11.3    11.3    12.0
DL-Comp   : M     192.3   167.7   126.7    69.3    22.4    21.7     0.0
DW(Max)     V       1.8     3.6     5.4     7.2     8.4     8.4     8.9
DL-Comp   : M      83.3    72.7    54.9    30.0     9.7     9.4     0.0
DW(Min)     V       0.8     1.6     2.3     3.1     3.6     3.6     3.9
LL + I    : M+   2671.6  2347.9  1801.1   996.8   324.9   313.5     0.0
            V      83.7   120.7   147.7   174.8   193.3   193.6   201.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   101.6   125.0   149.4   174.8   193.3   193.6   201.3
            M    2354.8  2162.3  1706.8   970.3   320.7   309.5    -0.0
Total     : M+   5029.3  4403.2  3353.5  1845.8   599.8   578.7     0.0
            V     105.9   164.9   214.0   263.1   296.1   296.6   310.4
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   123.9   169.3   215.7   263.1   296.1   296.7   310.4
            M    4712.4  4217.6  3259.2  1819.3   595.6   574.8    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.4             37.4
Deck+Haunch            41.5             41.5
Diaphragm               0.2              0.2
DL-Prec.(DC)            4.5              4.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           44.5             44.5
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
Self wt.  : M       0.0    72.8    75.4   232.9   425.7   563.4   646.1   673.6
(Max)       V      29.9    28.3    28.2    24.2    18.2    12.1     6.1     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     8.8     9.1    28.1    51.4    68.0    78.0    81.3
DC(Max)     V       3.6     3.4     3.4     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    80.6    83.5   258.0   471.6   624.1   715.7   746.2
Haunch (Max)V      33.2    31.3    31.3    26.8    20.1    13.4     6.7     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.4     1.2     2.5     3.8     5.1     6.4
(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    32.4    33.6   103.6   189.4   250.7   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     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    14.4    15.0    46.2    84.5   111.8   128.2   133.6
DW(Max)     V       5.9     5.6     5.6     4.8     3.6     2.4     1.2     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   399.8   704.9   914.4  1019.6  1003.5
            V      97.1    93.5    93.4    84.9    72.7    55.7    43.6    31.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    97.1    93.5    93.4    84.9    72.7    60.5    48.4    36.2
            M       0.0   127.4   132.0   399.8   704.9   888.7   951.2   892.4
Total     : M+      0.0   336.7   348.9  1069.8  1929.9  2536.3  2880.1  2944.4
            V     183.2   174.9   174.5   154.6   125.0    90.7    61.1    31.5
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   183.2   174.9   174.5   154.6   125.0    95.5    65.9    36.4
            M       0.0   336.7   348.9  1069.8  1929.9  2510.6  2811.7  2833.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.10   63.20   72.30   81.40   87.41   87.50   90.00
Self wt.  : M     646.1   563.4   425.7   232.9    75.4    72.8     0.0
(Max)       V       6.1    12.1    18.2    24.2    28.2    28.3    29.9
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      78.0    68.0    51.4    28.1     9.1     8.8     0.0
DC(Max)     V       0.7     1.5     2.2     2.9     3.4     3.4     3.6
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     715.7   624.1   471.6   258.0    83.5    80.6     0.0
Haunch (Max)V       6.7    13.4    20.1    26.8    31.3    31.3    33.2
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       5.1     3.8     2.5     1.2     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     287.4   250.7   189.4   103.6    33.6    32.4     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     128.2   111.8    84.5    46.2    15.0    14.4     0.0
DW(Max)     V       1.2     2.4     3.6     4.8     5.6     5.6     5.9
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+   1019.6   914.4   704.9   399.8   132.0   127.4     0.0
            V      43.6    55.7    72.7    84.9    93.4    93.5    97.1
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    48.4    60.5    72.7    84.9    93.4    93.5    97.1
            M     951.2   888.7   704.9   399.8   132.0   127.4     0.0
Total     : M+   2880.1  2536.3  1929.9  1069.8   348.9   336.7     0.0
            V      61.1    90.7   125.0   154.6   174.5   174.9   183.2
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    65.9    95.5   125.0   154.6   174.5   174.9   183.2
            M    2811.7  2510.6  1929.9  1069.8   348.9   336.7     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    9.10   18.20   27.30   36.40   45.50
 
Beam-Self
Precast-top    0.146   0.410   0.725   0.944   1.068   1.113 
Bottom        -0.116  -0.325  -0.569  -0.734  -0.822  -0.857 
 
Prestress
Precast-top    0.237  -0.011  -0.376  -0.732  -1.077  -1.077 
Bottom         2.332   2.522   2.798   3.061   3.310   3.310 
 
Total
Precast-top    0.383   0.399   0.349   0.213  -0.008   0.036 
Bottom         2.216   2.197   2.229   2.327   2.488   2.454 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.58 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.018   0.056   0.102   0.135   0.153   0.160 
Precast-top    0.051   0.488   0.495   0.893   1.317   1.525   1.520   1.627 
Bottom         0.339   1.762   1.755   1.376   0.969   0.759   0.736   0.644 
 

 
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    9.10   18.20   27.30   36.40   45.50
 
Beam-Self
Precast-top    0.146   0.410   0.725   0.944   1.068   1.113 
Bottom        -0.116  -0.325  -0.569  -0.734  -0.822  -0.857 
 
Prestress
Precast-top    0.237  -0.011  -0.376  -0.732  -1.077  -1.077 
Bottom         2.332   2.522   2.798   3.061   3.310   3.310 
 
Total
Precast-top    0.383   0.399   0.349   0.213  -0.008   0.036 
Bottom         2.216   2.197   2.229   2.327   2.488   2.454 
 
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 = 13.58 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.057   0.059   0.178   0.314   0.407   0.453   0.450 
Precast-top    0.026   0.280   0.285   0.559   0.856   1.018   1.044   1.092 
Bottom         0.170   0.777   0.770   0.363  -0.083  -0.349  -0.435  -0.469 
 

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
    310.4    7.0   58.5    0.372   3.7   6.00e-3 50.0    316.0     1.292    5.493      0.69
      0.0    0.4   58.3     31.5 0.167      25.2 0.87    12.00     0.099    1.489 
Transfer:   3.00
    296.7    7.0   58.5    2.230  22.4   2.00e-3 36.0    253.0     0.643    1.360      0.00
    574.8    2.7   57.2    189.0 0.154      54.3 1.92    12.00     0.099    1.586 
Critical:   5.25
    284.2    7.0   58.5    2.540  22.4   0.60e-3 31.1    200.3     0.424    1.020      0.00
   1037.7    3.0   57.0    189.0 0.147      93.2 3.30    12.00     0.099    1.650 
0.1L    :   9.10
    263.1    7.0   58.5    3.065  22.4   0.53e-3 30.9    173.9     0.367    1.020      0.00
   1819.3    3.6   56.7    189.0 0.136      96.2 3.43    12.00     0.099    1.773 
0.2L    :  18.20
    215.7    7.0   52.4    4.774  22.4   0.50e-3 30.8    130.6     0.309    0.720      0.00
   3259.2    4.1   50.3    189.0 0.123      86.8 3.49    24.00     0.099    1.725 
0.3L    :  27.30
    169.3    7.0   55.4    4.774  22.4   1.42e-3 34.0    104.4     0.264    0.282      0.00
   4217.6    4.1   53.3    189.0 0.089      61.3 2.32    24.00     0.099    1.039 
0.4L    :  36.40
    123.9    7.0   58.4    4.774   0.0   1.65e-3 34.8     77.8     0.192    0.282      0.00
   4712.4    4.1   56.4    189.0 0.070      59.8 2.14    24.00     0.099    1.267 
0.5L    :  45.50
     79.4    7.0   58.4    4.774   0.0   1.40e-3 33.9     23.0     0.099    0.282      0.00
   4761.5    4.1   56.4    189.0 0.045      65.3 2.34    24.00     0.099    2.081 
0.6L    :  54.60
    123.9    7.0   58.4    4.774   0.0   1.65e-3 34.8     77.8     0.192    0.282      0.00
   4712.4    4.1   56.4    189.0 0.070      59.8 2.14    24.00     0.099    1.267 
0.7L    :  63.70
    169.3    7.0   55.4    4.774  22.4   1.42e-3 34.0    104.4     0.264    0.282      0.00
   4217.6    4.1   53.3    189.0 0.089      61.3 2.32    24.00     0.099    1.039 
0.8L    :  72.80
    215.7    7.0   52.4    4.774  22.4   0.50e-3 30.8    130.6     0.309    0.720      0.00
   3259.2    4.1   50.3    189.0 0.123      86.8 3.49    24.00     0.099    1.725 
0.9L    :  81.90
    263.1    7.0   58.5    3.065  22.4   0.53e-3 30.9    173.9     0.367    1.020      0.00
   1819.3    3.6   56.7    189.0 0.136      96.2 3.43    12.00     0.099    1.773 
Critical:  85.75
    284.2    7.0   58.5    2.540  22.4   0.60e-3 31.1    200.3     0.424    1.020      0.00
   1037.7    3.0   57.0    189.0 0.147      93.2 3.30    12.00     0.099    1.650 
Transfer:  88.00
    296.7    7.0   58.5    2.230  22.4   2.00e-3 36.0    253.0     0.643    1.360      0.00
    574.8    2.7   57.2    189.0 0.154      54.3 1.92    12.00     0.099    1.586 
Bearing :  90.50
    310.4    7.0   58.5    0.372   3.7   6.00e-3 50.0    316.0     1.292    5.493      0.69
      0.0    0.4   58.3     31.5 0.167      25.2 0.87    12.00     0.099    1.489 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  935.80
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.87
 
 
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
    310.4      5.92     58.50    0.45       58.28    24.00      0.160      1.573      0.288      0.533 
Transfer:      2.50
    296.7      5.77     58.50    2.66       57.17    24.00      0.160      1.522      0.257      0.533 
Critical:      4.75
    284.3      5.54     58.50    3.02       56.99    24.00      0.160      1.448      0.213      0.400 
0.1L    :      8.60
    263.1      5.16     58.50    3.63       56.69    24.00      0.160      1.319      0.136      0.400 
0.2L    :     17.70
    215.7      4.76     52.36    4.10       50.31    24.00      0.160      1.188      0.057      0.282 
0.3L    :     26.80
    169.3      3.53     55.40    4.11       53.34    24.00      0.160      0.775      0.000      0.282 
0.4L    :     35.90
    123.9      2.44     58.43    4.11       56.37    24.00      0.160      0.414      0.000      0.282 
0.5L    :     45.00
     79.4      1.57     58.43    4.11       56.37    24.00      0.160      0.122      0.000      0.282 
0.6L    :     54.10
    123.9      2.44     58.43    4.11       56.37    24.00      0.160      0.414      0.000      0.282 
0.7L    :     63.20
    169.3      3.53     55.40    4.11       53.34    24.00      0.160      0.775      0.000      0.282 
0.8L    :     72.30
    215.7      4.76     52.36    4.10       50.31    24.00      0.160      1.188      0.057      0.282 
0.9L    :     81.40
    263.1      5.16     58.50    3.63       56.69    24.00      0.160      1.319      0.136      0.400 
Critical:     85.25
    284.3      5.54     58.50    3.02       56.99    24.00      0.160      1.448      0.213      0.400 
Transfer:     87.50
    296.7      5.77     58.50    2.66       57.17    24.00      0.160      1.522      0.257      0.533 
Bearing :     90.00
    310.4      5.92     58.50    0.45       58.28    24.00      0.160      1.573      0.288      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.60 ft
Prestress      :       0.892  1.80      1.606  2.20      1.963
Self Wt.       :      -0.363  1.85     -0.671  2.40     -0.870
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          :       0.530            0.936            1.093
 
At 0.2 x L = 17.70 ft
Prestress      :       1.622  1.80      2.919  2.20      3.568
Self Wt.       :      -0.679  1.85     -1.256  2.40     -1.630
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          :       0.943            1.663            1.938
 
At 0.3 x L = 26.80 ft
Prestress      :       2.153  1.80      3.876  2.20      4.738
Self Wt.       :      -0.919  1.85     -1.700  2.40     -2.205
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.235            2.177            2.533
 
At 0.4 x L = 35.90 ft
Prestress      :       2.458  1.80      4.424  2.20      5.407
Self Wt.       :      -1.061  1.85     -1.963  2.40     -2.546
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.397            2.461            2.861
 
At 0.5 x L = 45.00 ft
Prestress      :       2.577  1.80      4.638  2.20      5.669
Self Wt.       :      -1.114  1.85     -2.061  2.40     -2.674
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.463            2.577            2.995
 
At 0.6 x L = 54.10 ft
Prestress      :       2.458  1.80      4.424  2.20      5.407
Self Wt.       :      -1.061  1.85     -1.963  2.40     -2.546
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.397            2.461            2.861
 
At 0.7 x L = 63.20 ft
Prestress      :       2.153  1.80      3.876  2.20      4.738
Self Wt.       :      -0.919  1.85     -1.700  2.40     -2.205
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.235            2.177            2.533
 
At 0.8 x L = 72.30 ft
Prestress      :       1.622  1.80      2.919  2.20      3.568
Self Wt.       :      -0.679  1.85     -1.256  2.40     -1.630
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          :       0.943            1.663            1.938
 
At 0.9 x L = 81.40 ft
Prestress      :       0.892  1.80      1.606  2.20      1.963
Self Wt.       :      -0.363  1.85     -0.671  2.40     -0.870
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          :       0.530            0.936            1.093
 

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
   578.7    47.3  3.066  265.0    3.1   2.66   3112.7  0.055T 1.00       -       -     -     -  
H/2     :   2.59
   599.8    47.3  3.084  265.0    3.1   2.67   3131.9  0.055T 1.00       -       -     -     -  
0.1L    :   8.60
  1845.8    49.3  4.215  263.5    4.3   3.63   4396.9  0.039T 1.00       -       -     -     -  
0.2L    :  17.70
  3353.5    52.4  4.774  263.0    4.8   4.10   5264.7  0.034T 1.00    492.2   492.2   10.70    -  
0.3L    :  26.80
  4403.2    55.4  4.774  263.4    4.8   4.11   5589.8  0.034T 1.00    331.4   331.4   16.87    -  
0.4L    :  35.90
  5029.3    58.4  4.774  263.7    4.8   4.11   5915.0  0.034T 1.00    253.2   253.2   23.36    -  
0.5L    :  45.00
  5212.9    58.4  4.774  263.7    4.8   4.11   5915.0  0.034T 1.00    216.9   216.9   27.27    -  
0.6L    :  54.10
  5029.3    58.4  4.774  263.7    4.8   4.11   5915.0  0.034T 1.00    253.2   253.2   23.36    -  
0.7L    :  63.20
  4403.2    55.4  4.774  263.4    4.8   4.11   5589.8  0.034T 1.00    331.4   331.4   16.87    -  
0.8L    :  72.30
  3353.5    52.4  4.774  263.0    4.8   4.10   5264.7  0.034T 1.00    492.2   492.2   10.70    -  
0.9L    :  81.40
  1845.8    49.3  4.215  263.5    4.3   3.63   4396.9  0.039T 1.00       -       -     -     -  
H/2     :  87.41
   599.8    47.3  3.084  265.0    3.1   2.67   3131.9  0.055T 1.00       -       -     -     -  
Transfer:  87.50
   578.7    47.3  3.066  265.0    3.1   2.66   3112.7  0.055T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 2; Groups 1-11; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.015
        M   2.00 Fb     0.217
 
  2   2 E  50.50 Ft     0.411
        M   6.00 Fb     0.130
 
  3   2 E  48.50 Ft     0.784
        M   4.00 Fb     0.062
 
  4   2 E  46.50 Ft     1.133
        M   2.00 Fb     0.013
 
  5   2 E   6.00 Ft     1.050
        M   6.00 Fb     0.308
 
  6   2 E   6.00 Ft     0.966
        M   6.00 Fb     0.604
 
  7   2 E   4.00 Ft     0.859
        M   4.00 Fb     0.919
 
  8   2 E   4.00 Ft     0.752
        M   4.00 Fb     1.234
 
  9   2 E   4.00 Ft     0.644
        M   4.00 Fb     1.549
 
 10   2 E   2.00 Ft     0.514
        M   2.00 Fb     1.882
 
 11   2 E   2.00 Ft     0.383
        M   2.00 Fb     2.215
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 91.00            Release Length, ft: 91.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  22
No. of strands, Draped:   6           No. of strands, Straight:  16
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  7.42 %               Final losses: 13.97 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.488   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.008   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)                  5915.00     5212.92     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   0.160     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.627     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.762    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   1.092     Midspan
    Pre.Bot:                                                             2.000   0.777    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.577  1.80      4.638  2.20      5.669
Self Wt.       :      -1.114  1.85     -2.061  2.40     -2.674
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.463            2.577            2.995
 
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   90.00
     DC  Line       0.070      0.00       0.070   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.000 ft
Release length = 91.000 ft
Design  length = 90.000 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)  : 0.647   (Calculated)    
Live Moment (1  lane  loaded)  : 0.460   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.003   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.840   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 3
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        638.7 in2           1230.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           572063 in4#
Ht. of c.g.           =        24.37 in             40.70 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1402.3 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.59     8.60    17.70    26.80    35.90    45.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    643.5    667.4    667.4    667.4    667.4    667.4    667.4    667.4
  Yb      ,  in    24.31    23.97    23.96    23.88    23.75    23.62    23.49    23.49
  MI(Ixx) , in4   215323   217408   217424   218572   220732   223397   226568   226568
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1235.1   1257.6   1257.6   1257.6   1257.6   1257.6   1257.6   1257.6
  Yb      ,  in    40.61    40.15    40.15    40.10    40.04    39.97    39.91    39.91
  MI(Ixx) , in4   574842   589551   589594   592424   597114   602291   607953   607953

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:  22 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 36.40 ft from member end )
END PATTERN (Ycg = 15.95 in):
     6 @  2.000 in     6 @  4.000 in     4 @  6.000 in     2 @ 46.500 in
     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 3.82 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
     6 @  2.000 in     6 @  4.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    4.77 in2      Initial Pull          =      935.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.069 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.086 ft
Holddown Force        =  25.867 kips     Beam Shrtng (PL/AE)   =      0.377 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)       
--------------------------------------------------------------------------------------
      2004.261         740 1483.153     14.949 60543.570   928.447     237.881        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#5[M16]       60.00        0.62       3.00       0.1250      1.1250     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3750      0.6250     No
      2      US#5[M16]       60.00        0.62       7.50       0.6250      1.2500     No
      2      US#5[M16]       60.00        0.62       9.00       1.2500      3.5000     No
      2      US#5[M16]       60.00        0.62      10.50       3.5000      4.3750     No
      2      US#5[M16]       60.00        0.62      12.00       4.3750      9.3750     No
      2      US#5[M16]       60.00        0.62      13.50*      9.3750     10.5000     No
      2      US#5[M16]       60.00        0.62      15.00*      9.8750     13.6250    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.5000     13.0000     No
      2      US#5[M16]       60.00        0.62      16.50      13.0000     14.3750     No
      2      US#5[M16]       60.00        0.62      17.00      14.3750     18.6250     No
      2      US#4[M13]       60.00        0.40      12.00       3.8750      9.8750    Yes
      2      US#4[M13]       60.00        0.40      17.00      13.6250     77.3750    Yes
      2      US#4[M13]       60.00        0.40      12.00      81.1250     87.1250    Yes
      2      US#5[M16]       60.00        0.62      17.00      72.3750     76.6250     No
      2      US#5[M16]       60.00        0.62      16.50      76.6250     78.0000     No
      2      US#5[M16]       60.00        0.62      15.00      78.0000     80.5000     No
      2      US#5[M16]       60.00        0.62      15.00*     77.3750     81.1250    Yes
      2      US#5[M16]       60.00        0.62      13.50*     80.5000     81.6250     No
      2      US#5[M16]       60.00        0.62      12.00      81.6250     86.6250     No
      2      US#5[M16]       60.00        0.62      10.50      86.6250     87.5000     No
      2      US#5[M16]       60.00        0.62       9.00      87.5000     89.7500     No
      2      US#5[M16]       60.00        0.62       7.50      89.7500     90.3750     No
      2      US#5[M16]       60.00        0.62       3.00      90.3750     90.6250     No
      2      US#4[M13]       60.00        0.40       9.00      87.1250     90.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      89.8750     90.8750     No
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 87.0000 91.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 30.8333       3.00 
      2 US#5[M16]           2.00 0.620 60.1667 91.0000       3.00 
      2 US#6[M19]           2.00 0.880 28.4167 62.5827       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.7740 in2       Ycg =  3.82 in
         P_init    =      935.8 kips  Ecc = 20.55 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.54 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.075 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.78 ksi    0.00 ksi
    due to Composite Loads                                 -2.05 ksi    0.00 ksi
    due to Live Loads                                      -5.96 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                        13.32 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.54 ksi  ( 7.42 %)            12.84 ksi ( 6.55 %)
Total Prestress Losses                                    27.38 ksi (13.97 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.6 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    8.60   17.70   26.80   35.90   45.00
Self wt.  : M       0.0    72.8    75.4   232.9   425.7   563.4   646.1   673.6
(Max)       V      29.9    28.3    28.2    24.2    18.2    12.1     6.1     0.0
DL-Prec.  : M       0.0     8.8     9.1    28.1    51.4    68.0    78.0    81.3
DC(Max)     V       3.6     3.4     3.4     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    80.6    83.5   258.0   471.6   624.1   715.7   746.2
Haunch (Max)V      33.2    31.3    31.3    26.8    20.1    13.4     6.7     0.0
Diaphragm : M       0.0     0.4     0.4     1.2     2.5     3.8     5.1     6.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.4    33.6   103.6   189.4   250.7   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    14.4    15.0    46.2    84.5   111.8   128.2   133.6
DW(Max)     V       5.9     5.6     5.6     4.8     3.6     2.4     1.2     0.0
LL + I    : M+      0.0   179.1   185.6   569.6  1029.2  1341.7  1526.6  1573.4
            V     115.0   110.6   110.4    99.9    84.4    69.0    47.8    32.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   115.0   110.6   110.4    99.9    85.4    71.4    58.1    45.3
            M      -0.0   176.9   183.3   554.5   975.3  1235.6  1345.6  1315.4
Total     : M+      0.0   388.5   402.6  1239.6  2254.2  2963.5  3387.1  3514.3
            V     201.1   191.9   191.6   169.6   136.7   103.9    65.4    32.5
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   201.1   192.0   191.6   169.6   137.7   106.4    75.6    45.4
            M      -0.0   386.2   400.2  1224.4  2200.3  2857.5  3206.1  3256.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.10   63.20   72.30   81.40   87.41   87.50   90.00
Self wt.  : M     646.1   563.4   425.7   232.9    75.4    72.8     0.0
(Max)       V       6.1    12.1    18.2    24.2    28.2    28.3    29.9
DL-Prec.  : M      78.0    68.0    51.4    28.1     9.1     8.8     0.0
DC(Max)     V       0.7     1.5     2.2     2.9     3.4     3.4     3.6
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     715.7   624.1   471.6   258.0    83.5    80.6     0.0
Haunch (Max)V       6.7    13.4    20.1    26.8    31.3    31.3    33.2
Diaphragm : M       5.1     3.8     2.5     1.2     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     287.4   250.7   189.4   103.6    33.6    32.4     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M     128.2   111.8    84.5    46.2    15.0    14.4     0.0
DW(Max)     V       1.2     2.4     3.6     4.8     5.6     5.6     5.9
LL + I    : M+   1526.6  1341.7  1029.2   569.6   185.6   179.1     0.0
            V      47.8    69.0    84.4    99.9   110.4   110.6   115.0
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    58.1    71.4    85.4    99.9   110.4   110.6   115.0
            M    1345.6  1235.6   975.3   554.5   183.3   176.9    -0.0
Total     : M+   3387.1  2963.5  2254.2  1239.6   402.6   388.5     0.0
            V      65.4   103.9   136.7   169.6   191.6   191.9   201.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    75.6   106.4   137.7   169.6   191.6   192.0   201.1
            M    3206.1  2857.5  2200.3  1224.4   400.2   386.2    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.9             29.9
Deck+Haunch            33.2             33.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.6              3.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           29.7             29.7
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
Self wt.  : M       0.0    72.8    75.4   232.9   425.7   563.4   646.1   673.6
(Max)       V      29.9    28.3    28.2    24.2    18.2    12.1     6.1     0.0
DL-Prec.  : M       0.0     8.8     9.1    28.1    51.4    68.0    78.0    81.3
DC(Max)     V       3.6     3.4     3.4     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    80.6    83.5   258.0   471.6   624.1   715.7   746.2
Haunch (Max)V      33.2    31.3    31.3    26.8    20.1    13.4     6.7     0.0
Diaphragm : M       0.0     0.4     0.4     1.2     2.5     3.8     5.1     6.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.4    33.6   103.6   189.4   250.7   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    14.4    15.0    46.2    84.5   111.8   128.2   133.6
DW(Max)     V       5.9     5.6     5.6     4.8     3.6     2.4     1.2     0.0
LL + I    : M+      0.0   143.3   148.5   455.7   823.4  1073.3  1221.3  1258.7
            V      92.0    88.5    88.4    79.9    67.5    55.2    38.3    25.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    92.0    88.5    88.4    79.9    68.3    57.2    46.5    36.2
            M      -0.0   141.5   146.6   443.6   780.2   988.5  1076.5  1052.3
Total     : M+      0.0   352.6   365.5  1125.7  2048.4  2695.2  3081.8  3199.6
            V     178.1   169.8   169.5   149.6   119.8    90.1    55.8    26.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   178.1   169.8   169.5   149.6   120.6    92.1    64.0    36.4
            M      -0.0   350.8   363.6  1113.5  2005.3  2610.4  2937.0  2993.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.10   63.20   72.30   81.40   87.41   87.50   90.00
Self wt.  : M     646.1   563.4   425.7   232.9    75.4    72.8     0.0
(Max)       V       6.1    12.1    18.2    24.2    28.2    28.3    29.9
DL-Prec.  : M      78.0    68.0    51.4    28.1     9.1     8.8     0.0
DC(Max)     V       0.7     1.5     2.2     2.9     3.4     3.4     3.6
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     715.7   624.1   471.6   258.0    83.5    80.6     0.0
Haunch (Max)V       6.7    13.4    20.1    26.8    31.3    31.3    33.2
Diaphragm : M       5.1     3.8     2.5     1.2     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     287.4   250.7   189.4   103.6    33.6    32.4     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M     128.2   111.8    84.5    46.2    15.0    14.4     0.0
DW(Max)     V       1.2     2.4     3.6     4.8     5.6     5.6     5.9
LL + I    : M+   1221.3  1073.3   823.4   455.7   148.5   143.3     0.0
            V      38.3    55.2    67.5    79.9    88.4    88.5    92.0
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    46.5    57.2    68.3    79.9    88.4    88.5    92.0
            M    1076.5   988.5   780.2   443.6   146.6   141.5    -0.0
Total     : M+   3081.8  2695.2  2048.4  1125.7   365.5   352.6     0.0
            V      55.8    90.1   119.8   149.6   169.5   169.8   178.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    64.0    92.1   120.6   149.6   169.5   169.8   178.1
            M    2937.0  2610.4  2005.3  1113.5   363.6   350.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
Self wt.  : M       0.0    91.0    94.3   291.1   532.1   704.3   807.6   842.0
(Max)       V      37.4    35.3    35.3    30.3    22.7    15.1     7.6     0.0
Self wt.  : M       0.0    65.5    67.9   209.6   383.1   507.1   581.5   606.3
(Min)       V      26.9    25.4    25.4    21.8    16.3    10.9     5.4     0.0
DL-Prec.  : M       0.0    11.0    11.4    35.1    64.2    85.0    97.5   101.6
DC(Max)     V       4.5     4.3     4.3     3.7     2.7     1.8     0.9     0.0
DL-Prec.  : M       0.0     7.9     8.2    25.3    46.2    61.2    70.2    73.2
DC(Min)     V       3.3     3.1     3.1     2.6     2.0     1.3     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   100.8   104.4   322.4   589.4   780.2   894.6   932.7
Haunch (Max)V      41.5    39.2    39.1    33.5    25.1    16.8     8.4     0.0
Deck +    : M       0.0    72.5    75.2   232.2   424.4   561.7   644.1   671.6
Haunch (Min)V      29.8    28.2    28.1    24.1    18.1    12.1     6.0     0.0
Diaphragm : M       0.0     0.4     0.5     1.5     3.2     4.8     6.4     8.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.1     2.3     3.4     4.6     5.8
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    40.5    41.9   129.5   236.7   313.3   359.3   374.6
DC(Max)     V      16.7    15.7    15.7    13.5    10.1     6.7     3.4     0.0
DL-Comp   : M       0.0    29.1    30.2    93.2   170.5   225.6   258.7   269.7
DC(Min)     V      12.0    11.3    11.3     9.7     7.3     4.8     2.4     0.0
DL-Comp   : M       0.0    21.7    22.4    69.3   126.7   167.7   192.3   200.5
DW(Max)     V       8.9     8.4     8.4     7.2     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0     9.4     9.7    30.0    54.9    72.7    83.3    86.9
DW(Min)     V       3.9     3.6     3.6     3.1     2.3     1.6     0.8     0.0
LL + I    : M+      0.0   313.5   324.9   996.8  1801.1  2347.9  2671.6  2753.4
            V     201.3   193.6   193.3   174.8   147.7   120.7    83.7    56.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   201.3   193.6   193.3   174.8   149.4   125.0   101.6    79.3
            M      -0.0   309.5   320.7   970.3  1706.8  2162.3  2354.8  2301.9
Total     : M+      0.0   578.7   599.8  1845.8  3353.5  4403.2  5029.3  5212.9
            V     310.4   296.6   296.1   263.1   214.0   164.9   105.9    56.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   310.4   296.7   296.1   263.1   215.7   169.3   123.9    79.4
            M      -0.0   574.8   595.6  1819.3  3259.2  4217.6  4712.4  4761.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.10   63.20   72.30   81.40   87.41   87.50   90.00
Self wt.  : M     807.6   704.3   532.1   291.1    94.3    91.0     0.0
(Max)       V       7.6    15.1    22.7    30.3    35.3    35.3    37.4
Self wt.  : M     581.5   507.1   383.1   209.6    67.9    65.5     0.0
(Min)       V       5.4    10.9    16.3    21.8    25.4    25.4    26.9
DL-Prec.  : M      97.5    85.0    64.2    35.1    11.4    11.0     0.0
DC(Max)     V       0.9     1.8     2.7     3.7     4.3     4.3     4.5
DL-Prec.  : M      70.2    61.2    46.2    25.3     8.2     7.9     0.0
DC(Min)     V       0.7     1.3     2.0     2.6     3.1     3.1     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     894.6   780.2   589.4   322.4   104.4   100.8     0.0
Haunch (Max)V       8.4    16.8    25.1    33.5    39.1    39.2    41.5
Deck +    : M     644.1   561.7   424.4   232.2    75.2    72.5     0.0
Haunch (Min)V       6.0    12.1    18.1    24.1    28.1    28.2    29.8
Diaphragm : M       6.4     4.8     3.2     1.5     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.6     3.4     2.3     1.1     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     359.3   313.3   236.7   129.5    41.9    40.5     0.0
DC(Max)     V       3.4     6.7    10.1    13.5    15.7    15.7    16.7
DL-Comp   : M     258.7   225.6   170.5    93.2    30.2    29.1     0.0
DC(Min)     V       2.4     4.8     7.3     9.7    11.3    11.3    12.0
DL-Comp   : M     192.3   167.7   126.7    69.3    22.4    21.7     0.0
DW(Max)     V       1.8     3.6     5.4     7.2     8.4     8.4     8.9
DL-Comp   : M      83.3    72.7    54.9    30.0     9.7     9.4     0.0
DW(Min)     V       0.8     1.6     2.3     3.1     3.6     3.6     3.9
LL + I    : M+   2671.6  2347.9  1801.1   996.8   324.9   313.5     0.0
            V      83.7   120.7   147.7   174.8   193.3   193.6   201.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   101.6   125.0   149.4   174.8   193.3   193.6   201.3
            M    2354.8  2162.3  1706.8   970.3   320.7   309.5    -0.0
Total     : M+   5029.3  4403.2  3353.5  1845.8   599.8   578.7     0.0
            V     105.9   164.9   214.0   263.1   296.1   296.6   310.4
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   123.9   169.3   215.7   263.1   296.1   296.7   310.4
            M    4712.4  4217.6  3259.2  1819.3   595.6   574.8    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.4             37.4
Deck+Haunch            41.5             41.5
Diaphragm               0.2              0.2
DL-Prec.(DC)            4.5              4.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           44.5             44.5
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
Self wt.  : M       0.0    72.8    75.4   232.9   425.7   563.4   646.1   673.6
(Max)       V      29.9    28.3    28.2    24.2    18.2    12.1     6.1     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     8.8     9.1    28.1    51.4    68.0    78.0    81.3
DC(Max)     V       3.6     3.4     3.4     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    80.6    83.5   258.0   471.6   624.1   715.7   746.2
Haunch (Max)V      33.2    31.3    31.3    26.8    20.1    13.4     6.7     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.4     1.2     2.5     3.8     5.1     6.4
(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    32.4    33.6   103.6   189.4   250.7   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     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    14.4    15.0    46.2    84.5   111.8   128.2   133.6
DW(Max)     V       5.9     5.6     5.6     4.8     3.6     2.4     1.2     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   399.8   704.9   914.4  1019.6  1003.5
            V      97.1    93.5    93.4    84.9    72.7    55.7    43.6    31.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    97.1    93.5    93.4    84.9    72.7    60.5    48.4    36.2
            M       0.0   127.4   132.0   399.8   704.9   888.7   951.2   892.4
Total     : M+      0.0   336.7   348.9  1069.8  1929.9  2536.3  2880.1  2944.4
            V     183.2   174.9   174.5   154.6   125.0    90.7    61.1    31.5
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   183.2   174.9   174.5   154.6   125.0    95.5    65.9    36.4
            M       0.0   336.7   348.9  1069.8  1929.9  2510.6  2811.7  2833.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.10   63.20   72.30   81.40   87.41   87.50   90.00
Self wt.  : M     646.1   563.4   425.7   232.9    75.4    72.8     0.0
(Max)       V       6.1    12.1    18.2    24.2    28.2    28.3    29.9
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      78.0    68.0    51.4    28.1     9.1     8.8     0.0
DC(Max)     V       0.7     1.5     2.2     2.9     3.4     3.4     3.6
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     715.7   624.1   471.6   258.0    83.5    80.6     0.0
Haunch (Max)V       6.7    13.4    20.1    26.8    31.3    31.3    33.2
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       5.1     3.8     2.5     1.2     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     287.4   250.7   189.4   103.6    33.6    32.4     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     128.2   111.8    84.5    46.2    15.0    14.4     0.0
DW(Max)     V       1.2     2.4     3.6     4.8     5.6     5.6     5.9
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+   1019.6   914.4   704.9   399.8   132.0   127.4     0.0
            V      43.6    55.7    72.7    84.9    93.4    93.5    97.1
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    48.4    60.5    72.7    84.9    93.4    93.5    97.1
            M     951.2   888.7   704.9   399.8   132.0   127.4     0.0
Total     : M+   2880.1  2536.3  1929.9  1069.8   348.9   336.7     0.0
            V      61.1    90.7   125.0   154.6   174.5   174.9   183.2
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    65.9    95.5   125.0   154.6   174.5   174.9   183.2
            M    2811.7  2510.6  1929.9  1069.8   348.9   336.7     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    9.10   18.20   27.30   36.40   45.50
 
Beam-Self
Precast-top    0.146   0.410   0.725   0.944   1.068   1.113 
Bottom        -0.116  -0.325  -0.569  -0.734  -0.822  -0.857 
 
Prestress
Precast-top    0.237  -0.011  -0.376  -0.732  -1.077  -1.077 
Bottom         2.332   2.522   2.798   3.061   3.310   3.310 
 
Total
Precast-top    0.383   0.399   0.349   0.213  -0.008   0.036 
Bottom         2.216   2.197   2.229   2.327   2.488   2.454 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.58 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.018   0.056   0.102   0.135   0.153   0.160 
Precast-top    0.051   0.488   0.495   0.893   1.317   1.525   1.520   1.627 
Bottom         0.339   1.762   1.755   1.376   0.969   0.759   0.736   0.644 
 

 
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    9.10   18.20   27.30   36.40   45.50
 
Beam-Self
Precast-top    0.146   0.410   0.725   0.944   1.068   1.113 
Bottom        -0.116  -0.325  -0.569  -0.734  -0.822  -0.857 
 
Prestress
Precast-top    0.237  -0.011  -0.376  -0.732  -1.077  -1.077 
Bottom         2.332   2.522   2.798   3.061   3.310   3.310 
 
Total
Precast-top    0.383   0.399   0.349   0.213  -0.008   0.036 
Bottom         2.216   2.197   2.229   2.327   2.488   2.454 
 
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 = 13.58 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.057   0.059   0.178   0.314   0.407   0.453   0.450 
Precast-top    0.026   0.280   0.285   0.559   0.856   1.018   1.044   1.092 
Bottom         0.170   0.777   0.770   0.363  -0.083  -0.349  -0.435  -0.469 
 

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
    310.4    7.0   58.5    0.372   3.7   6.00e-3 50.0    316.0     1.292    5.493      0.69
      0.0    0.4   58.3     31.5 0.167      25.2 0.87    12.00     0.099    1.489 
Transfer:   3.00
    296.7    7.0   58.5    2.230  22.4   2.00e-3 36.0    253.0     0.643    1.360      0.00
    574.8    2.7   57.2    189.0 0.154      54.3 1.92    12.00     0.099    1.586 
Critical:   5.25
    284.2    7.0   58.5    2.540  22.4   0.60e-3 31.1    200.3     0.424    1.020      0.00
   1037.7    3.0   57.0    189.0 0.147      93.2 3.30    12.00     0.099    1.650 
0.1L    :   9.10
    263.1    7.0   58.5    3.065  22.4   0.53e-3 30.9    173.9     0.367    1.020      0.00
   1819.3    3.6   56.7    189.0 0.136      96.2 3.43    12.00     0.099    1.773 
0.2L    :  18.20
    215.7    7.0   52.4    4.774  22.4   0.50e-3 30.8    130.6     0.309    0.720      0.00
   3259.2    4.1   50.3    189.0 0.123      86.8 3.49    24.00     0.099    1.725 
0.3L    :  27.30
    169.3    7.0   55.4    4.774  22.4   1.42e-3 34.0    104.4     0.264    0.282      0.00
   4217.6    4.1   53.3    189.0 0.089      61.3 2.32    24.00     0.099    1.039 
0.4L    :  36.40
    123.9    7.0   58.4    4.774   0.0   1.65e-3 34.8     77.8     0.192    0.282      0.00
   4712.4    4.1   56.4    189.0 0.070      59.8 2.14    24.00     0.099    1.267 
0.5L    :  45.50
     79.4    7.0   58.4    4.774   0.0   1.40e-3 33.9     23.0     0.099    0.282      0.00
   4761.5    4.1   56.4    189.0 0.045      65.3 2.34    24.00     0.099    2.081 
0.6L    :  54.60
    123.9    7.0   58.4    4.774   0.0   1.65e-3 34.8     77.8     0.192    0.282      0.00
   4712.4    4.1   56.4    189.0 0.070      59.8 2.14    24.00     0.099    1.267 
0.7L    :  63.70
    169.3    7.0   55.4    4.774  22.4   1.42e-3 34.0    104.4     0.264    0.282      0.00
   4217.6    4.1   53.3    189.0 0.089      61.3 2.32    24.00     0.099    1.039 
0.8L    :  72.80
    215.7    7.0   52.4    4.774  22.4   0.50e-3 30.8    130.6     0.309    0.720      0.00
   3259.2    4.1   50.3    189.0 0.123      86.8 3.49    24.00     0.099    1.725 
0.9L    :  81.90
    263.1    7.0   58.5    3.065  22.4   0.53e-3 30.9    173.9     0.367    1.020      0.00
   1819.3    3.6   56.7    189.0 0.136      96.2 3.43    12.00     0.099    1.773 
Critical:  85.75
    284.2    7.0   58.5    2.540  22.4   0.60e-3 31.1    200.3     0.424    1.020      0.00
   1037.7    3.0   57.0    189.0 0.147      93.2 3.30    12.00     0.099    1.650 
Transfer:  88.00
    296.7    7.0   58.5    2.230  22.4   2.00e-3 36.0    253.0     0.643    1.360      0.00
    574.8    2.7   57.2    189.0 0.154      54.3 1.92    12.00     0.099    1.586 
Bearing :  90.50
    310.4    7.0   58.5    0.372   3.7   6.00e-3 50.0    316.0     1.292    5.493      0.69
      0.0    0.4   58.3     31.5 0.167      25.2 0.87    12.00     0.099    1.489 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  935.80
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.87
 
 
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
    310.4      5.92     58.50    0.45       58.28    24.00      0.160      1.573      0.288      0.533 
Transfer:      2.50
    296.7      5.77     58.50    2.66       57.17    24.00      0.160      1.522      0.257      0.533 
Critical:      4.75
    284.3      5.54     58.50    3.02       56.99    24.00      0.160      1.448      0.213      0.400 
0.1L    :      8.60
    263.1      5.16     58.50    3.63       56.69    24.00      0.160      1.319      0.136      0.400 
0.2L    :     17.70
    215.7      4.76     52.36    4.10       50.31    24.00      0.160      1.188      0.057      0.282 
0.3L    :     26.80
    169.3      3.53     55.40    4.11       53.34    24.00      0.160      0.775      0.000      0.282 
0.4L    :     35.90
    123.9      2.44     58.43    4.11       56.37    24.00      0.160      0.414      0.000      0.282 
0.5L    :     45.00
     79.4      1.57     58.43    4.11       56.37    24.00      0.160      0.122      0.000      0.282 
0.6L    :     54.10
    123.9      2.44     58.43    4.11       56.37    24.00      0.160      0.414      0.000      0.282 
0.7L    :     63.20
    169.3      3.53     55.40    4.11       53.34    24.00      0.160      0.775      0.000      0.282 
0.8L    :     72.30
    215.7      4.76     52.36    4.10       50.31    24.00      0.160      1.188      0.057      0.282 
0.9L    :     81.40
    263.1      5.16     58.50    3.63       56.69    24.00      0.160      1.319      0.136      0.400 
Critical:     85.25
    284.3      5.54     58.50    3.02       56.99    24.00      0.160      1.448      0.213      0.400 
Transfer:     87.50
    296.7      5.77     58.50    2.66       57.17    24.00      0.160      1.522      0.257      0.533 
Bearing :     90.00
    310.4      5.92     58.50    0.45       58.28    24.00      0.160      1.573      0.288      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.60 ft
Prestress      :       0.892  1.80      1.606  2.20      1.963
Self Wt.       :      -0.363  1.85     -0.671  2.40     -0.870
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          :       0.530            0.936            1.093
 
At 0.2 x L = 17.70 ft
Prestress      :       1.622  1.80      2.919  2.20      3.568
Self Wt.       :      -0.679  1.85     -1.256  2.40     -1.630
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          :       0.943            1.663            1.938
 
At 0.3 x L = 26.80 ft
Prestress      :       2.153  1.80      3.876  2.20      4.738
Self Wt.       :      -0.919  1.85     -1.700  2.40     -2.205
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.235            2.177            2.533
 
At 0.4 x L = 35.90 ft
Prestress      :       2.458  1.80      4.424  2.20      5.407
Self Wt.       :      -1.061  1.85     -1.963  2.40     -2.546
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.397            2.461            2.861
 
At 0.5 x L = 45.00 ft
Prestress      :       2.577  1.80      4.638  2.20      5.669
Self Wt.       :      -1.114  1.85     -2.061  2.40     -2.674
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.463            2.577            2.995
 
At 0.6 x L = 54.10 ft
Prestress      :       2.458  1.80      4.424  2.20      5.407
Self Wt.       :      -1.061  1.85     -1.963  2.40     -2.546
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.397            2.461            2.861
 
At 0.7 x L = 63.20 ft
Prestress      :       2.153  1.80      3.876  2.20      4.738
Self Wt.       :      -0.919  1.85     -1.700  2.40     -2.205
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.235            2.177            2.533
 
At 0.8 x L = 72.30 ft
Prestress      :       1.622  1.80      2.919  2.20      3.568
Self Wt.       :      -0.679  1.85     -1.256  2.40     -1.630
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          :       0.943            1.663            1.938
 
At 0.9 x L = 81.40 ft
Prestress      :       0.892  1.80      1.606  2.20      1.963
Self Wt.       :      -0.363  1.85     -0.671  2.40     -0.870
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          :       0.530            0.936            1.093
 

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
   578.7    47.3  3.066  265.0    3.1   2.66   3112.7  0.055T 1.00       -       -     -     -  
H/2     :   2.59
   599.8    47.3  3.084  265.0    3.1   2.67   3131.9  0.055T 1.00       -       -     -     -  
0.1L    :   8.60
  1845.8    49.3  4.215  263.5    4.3   3.63   4396.9  0.039T 1.00       -       -     -     -  
0.2L    :  17.70
  3353.5    52.4  4.774  263.0    4.8   4.10   5264.7  0.034T 1.00    492.2   492.2   10.70    -  
0.3L    :  26.80
  4403.2    55.4  4.774  263.4    4.8   4.11   5589.8  0.034T 1.00    331.4   331.4   16.87    -  
0.4L    :  35.90
  5029.3    58.4  4.774  263.7    4.8   4.11   5915.0  0.034T 1.00    253.2   253.2   23.36    -  
0.5L    :  45.00
  5212.9    58.4  4.774  263.7    4.8   4.11   5915.0  0.034T 1.00    216.9   216.9   27.27    -  
0.6L    :  54.10
  5029.3    58.4  4.774  263.7    4.8   4.11   5915.0  0.034T 1.00    253.2   253.2   23.36    -  
0.7L    :  63.20
  4403.2    55.4  4.774  263.4    4.8   4.11   5589.8  0.034T 1.00    331.4   331.4   16.87    -  
0.8L    :  72.30
  3353.5    52.4  4.774  263.0    4.8   4.10   5264.7  0.034T 1.00    492.2   492.2   10.70    -  
0.9L    :  81.40
  1845.8    49.3  4.215  263.5    4.3   3.63   4396.9  0.039T 1.00       -       -     -     -  
H/2     :  87.41
   599.8    47.3  3.084  265.0    3.1   2.67   3131.9  0.055T 1.00       -       -     -     -  
Transfer:  87.50
   578.7    47.3  3.066  265.0    3.1   2.66   3112.7  0.055T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 3; Groups 1-11; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.015
        M   2.00 Fb     0.217
 
  2   2 E  50.50 Ft     0.411
        M   6.00 Fb     0.130
 
  3   2 E  48.50 Ft     0.784
        M   4.00 Fb     0.062
 
  4   2 E  46.50 Ft     1.133
        M   2.00 Fb     0.013
 
  5   2 E   6.00 Ft     1.050
        M   6.00 Fb     0.308
 
  6   2 E   6.00 Ft     0.966
        M   6.00 Fb     0.604
 
  7   2 E   4.00 Ft     0.859
        M   4.00 Fb     0.919
 
  8   2 E   4.00 Ft     0.752
        M   4.00 Fb     1.234
 
  9   2 E   4.00 Ft     0.644
        M   4.00 Fb     1.549
 
 10   2 E   2.00 Ft     0.514
        M   2.00 Fb     1.882
 
 11   2 E   2.00 Ft     0.383
        M   2.00 Fb     2.215
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 91.00            Release Length, ft: 91.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  22
No. of strands, Draped:   6           No. of strands, Straight:  16
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  7.42 %               Final losses: 13.97 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.488   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.008   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)                  5915.00     5212.92     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   0.160     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.627     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.762    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   1.092     Midspan
    Pre.Bot:                                                             2.000   0.777    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.577  1.80      4.638  2.20      5.669
Self Wt.       :      -1.114  1.85     -2.061  2.40     -2.674
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.463            2.577            2.995
 
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   90.00
     DC  Line       0.070      0.00       0.070   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.000 ft
Release length = 91.000 ft
Design  length = 90.000 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)  : 0.647   (Calculated)    
Live Moment (1  lane  loaded)  : 0.460   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.003   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.840   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 4
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        638.7 in2           1230.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           572063 in4#
Ht. of c.g.           =        24.37 in             40.70 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1402.3 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.59     8.60    17.70    26.80    35.90    45.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    643.5    667.4    667.4    667.4    667.4    667.4    667.4    667.4
  Yb      ,  in    24.31    23.97    23.96    23.88    23.75    23.62    23.49    23.49
  MI(Ixx) , in4   215323   217408   217424   218572   220732   223397   226568   226568
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1235.1   1257.6   1257.6   1257.6   1257.6   1257.6   1257.6   1257.6
  Yb      ,  in    40.61    40.15    40.15    40.10    40.04    39.97    39.91    39.91
  MI(Ixx) , in4   574842   589551   589594   592424   597114   602291   607953   607953

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:  22 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 36.40 ft from member end )
END PATTERN (Ycg = 15.95 in):
     6 @  2.000 in     6 @  4.000 in     4 @  6.000 in     2 @ 46.500 in
     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 3.82 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
     6 @  2.000 in     6 @  4.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    4.77 in2      Initial Pull          =      935.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.069 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.086 ft
Holddown Force        =  25.867 kips     Beam Shrtng (PL/AE)   =      0.377 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)       
--------------------------------------------------------------------------------------
      2004.261         740 1483.153     14.949 60543.570   928.447     237.881        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#5[M16]       60.00        0.62       3.00       0.1250      1.1250     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3750      0.6250     No
      2      US#5[M16]       60.00        0.62       7.50       0.6250      1.2500     No
      2      US#5[M16]       60.00        0.62       9.00       1.2500      3.5000     No
      2      US#5[M16]       60.00        0.62      10.50       3.5000      4.3750     No
      2      US#5[M16]       60.00        0.62      12.00       4.3750      9.3750     No
      2      US#5[M16]       60.00        0.62      13.50*      9.3750     10.5000     No
      2      US#5[M16]       60.00        0.62      15.00*      9.8750     13.6250    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.5000     13.0000     No
      2      US#5[M16]       60.00        0.62      16.50      13.0000     14.3750     No
      2      US#5[M16]       60.00        0.62      17.00      14.3750     18.6250     No
      2      US#4[M13]       60.00        0.40      12.00       3.8750      9.8750    Yes
      2      US#4[M13]       60.00        0.40      17.00      13.6250     77.3750    Yes
      2      US#4[M13]       60.00        0.40      12.00      81.1250     87.1250    Yes
      2      US#5[M16]       60.00        0.62      17.00      72.3750     76.6250     No
      2      US#5[M16]       60.00        0.62      16.50      76.6250     78.0000     No
      2      US#5[M16]       60.00        0.62      15.00      78.0000     80.5000     No
      2      US#5[M16]       60.00        0.62      15.00*     77.3750     81.1250    Yes
      2      US#5[M16]       60.00        0.62      13.50*     80.5000     81.6250     No
      2      US#5[M16]       60.00        0.62      12.00      81.6250     86.6250     No
      2      US#5[M16]       60.00        0.62      10.50      86.6250     87.5000     No
      2      US#5[M16]       60.00        0.62       9.00      87.5000     89.7500     No
      2      US#5[M16]       60.00        0.62       7.50      89.7500     90.3750     No
      2      US#5[M16]       60.00        0.62       3.00      90.3750     90.6250     No
      2      US#4[M13]       60.00        0.40       9.00      87.1250     90.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      89.8750     90.8750     No
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 87.0000 91.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 30.8333       3.00 
      2 US#5[M16]           2.00 0.620 60.1667 91.0000       3.00 
      2 US#6[M19]           2.00 0.880 28.4167 62.5827       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.7740 in2       Ycg =  3.82 in
         P_init    =      935.8 kips  Ecc = 20.55 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.54 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.075 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.78 ksi    0.00 ksi
    due to Composite Loads                                 -2.05 ksi    0.00 ksi
    due to Live Loads                                      -5.96 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                        13.32 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.54 ksi  ( 7.42 %)            12.84 ksi ( 6.55 %)
Total Prestress Losses                                    27.38 ksi (13.97 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.6 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    8.60   17.70   26.80   35.90   45.00
Self wt.  : M       0.0    72.8    75.4   232.9   425.7   563.4   646.1   673.6
(Max)       V      29.9    28.3    28.2    24.2    18.2    12.1     6.1     0.0
DL-Prec.  : M       0.0     8.8     9.1    28.1    51.4    68.0    78.0    81.3
DC(Max)     V       3.6     3.4     3.4     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    80.6    83.5   258.0   471.6   624.1   715.7   746.2
Haunch (Max)V      33.2    31.3    31.3    26.8    20.1    13.4     6.7     0.0
Diaphragm : M       0.0     0.4     0.4     1.2     2.5     3.8     5.1     6.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.4    33.6   103.6   189.4   250.7   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    14.4    15.0    46.2    84.5   111.8   128.2   133.6
DW(Max)     V       5.9     5.6     5.6     4.8     3.6     2.4     1.2     0.0
LL + I    : M+      0.0   179.1   185.6   569.6  1029.2  1341.7  1526.6  1573.4
            V     115.0   110.6   110.4    99.9    84.4    69.0    47.8    32.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   115.0   110.6   110.4    99.9    85.4    71.4    58.1    45.3
            M      -0.0   176.9   183.3   554.5   975.3  1235.6  1345.6  1315.4
Total     : M+      0.0   388.5   402.6  1239.6  2254.2  2963.5  3387.1  3514.3
            V     201.1   191.9   191.6   169.6   136.7   103.9    65.4    32.5
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   201.1   192.0   191.6   169.6   137.7   106.4    75.6    45.4
            M      -0.0   386.2   400.2  1224.4  2200.3  2857.5  3206.1  3256.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.10   63.20   72.30   81.40   87.41   87.50   90.00
Self wt.  : M     646.1   563.4   425.7   232.9    75.4    72.8     0.0
(Max)       V       6.1    12.1    18.2    24.2    28.2    28.3    29.9
DL-Prec.  : M      78.0    68.0    51.4    28.1     9.1     8.8     0.0
DC(Max)     V       0.7     1.5     2.2     2.9     3.4     3.4     3.6
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     715.7   624.1   471.6   258.0    83.5    80.6     0.0
Haunch (Max)V       6.7    13.4    20.1    26.8    31.3    31.3    33.2
Diaphragm : M       5.1     3.8     2.5     1.2     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     287.4   250.7   189.4   103.6    33.6    32.4     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M     128.2   111.8    84.5    46.2    15.0    14.4     0.0
DW(Max)     V       1.2     2.4     3.6     4.8     5.6     5.6     5.9
LL + I    : M+   1526.6  1341.7  1029.2   569.6   185.6   179.1     0.0
            V      47.8    69.0    84.4    99.9   110.4   110.6   115.0
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    58.1    71.4    85.4    99.9   110.4   110.6   115.0
            M    1345.6  1235.6   975.3   554.5   183.3   176.9    -0.0
Total     : M+   3387.1  2963.5  2254.2  1239.6   402.6   388.5     0.0
            V      65.4   103.9   136.7   169.6   191.6   191.9   201.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    75.6   106.4   137.7   169.6   191.6   192.0   201.1
            M    3206.1  2857.5  2200.3  1224.4   400.2   386.2    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.9             29.9
Deck+Haunch            33.2             33.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.6              3.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           29.7             29.7
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
Self wt.  : M       0.0    72.8    75.4   232.9   425.7   563.4   646.1   673.6
(Max)       V      29.9    28.3    28.2    24.2    18.2    12.1     6.1     0.0
DL-Prec.  : M       0.0     8.8     9.1    28.1    51.4    68.0    78.0    81.3
DC(Max)     V       3.6     3.4     3.4     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    80.6    83.5   258.0   471.6   624.1   715.7   746.2
Haunch (Max)V      33.2    31.3    31.3    26.8    20.1    13.4     6.7     0.0
Diaphragm : M       0.0     0.4     0.4     1.2     2.5     3.8     5.1     6.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.4    33.6   103.6   189.4   250.7   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    14.4    15.0    46.2    84.5   111.8   128.2   133.6
DW(Max)     V       5.9     5.6     5.6     4.8     3.6     2.4     1.2     0.0
LL + I    : M+      0.0   143.3   148.5   455.7   823.4  1073.3  1221.3  1258.7
            V      92.0    88.5    88.4    79.9    67.5    55.2    38.3    25.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    92.0    88.5    88.4    79.9    68.3    57.2    46.5    36.2
            M      -0.0   141.5   146.6   443.6   780.2   988.5  1076.5  1052.3
Total     : M+      0.0   352.6   365.5  1125.7  2048.4  2695.2  3081.8  3199.6
            V     178.1   169.8   169.5   149.6   119.8    90.1    55.8    26.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   178.1   169.8   169.5   149.6   120.6    92.1    64.0    36.4
            M      -0.0   350.8   363.6  1113.5  2005.3  2610.4  2937.0  2993.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.10   63.20   72.30   81.40   87.41   87.50   90.00
Self wt.  : M     646.1   563.4   425.7   232.9    75.4    72.8     0.0
(Max)       V       6.1    12.1    18.2    24.2    28.2    28.3    29.9
DL-Prec.  : M      78.0    68.0    51.4    28.1     9.1     8.8     0.0
DC(Max)     V       0.7     1.5     2.2     2.9     3.4     3.4     3.6
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     715.7   624.1   471.6   258.0    83.5    80.6     0.0
Haunch (Max)V       6.7    13.4    20.1    26.8    31.3    31.3    33.2
Diaphragm : M       5.1     3.8     2.5     1.2     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     287.4   250.7   189.4   103.6    33.6    32.4     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M     128.2   111.8    84.5    46.2    15.0    14.4     0.0
DW(Max)     V       1.2     2.4     3.6     4.8     5.6     5.6     5.9
LL + I    : M+   1221.3  1073.3   823.4   455.7   148.5   143.3     0.0
            V      38.3    55.2    67.5    79.9    88.4    88.5    92.0
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    46.5    57.2    68.3    79.9    88.4    88.5    92.0
            M    1076.5   988.5   780.2   443.6   146.6   141.5    -0.0
Total     : M+   3081.8  2695.2  2048.4  1125.7   365.5   352.6     0.0
            V      55.8    90.1   119.8   149.6   169.5   169.8   178.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    64.0    92.1   120.6   149.6   169.5   169.8   178.1
            M    2937.0  2610.4  2005.3  1113.5   363.6   350.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
Self wt.  : M       0.0    91.0    94.3   291.1   532.1   704.3   807.6   842.0
(Max)       V      37.4    35.3    35.3    30.3    22.7    15.1     7.6     0.0
Self wt.  : M       0.0    65.5    67.9   209.6   383.1   507.1   581.5   606.3
(Min)       V      26.9    25.4    25.4    21.8    16.3    10.9     5.4     0.0
DL-Prec.  : M       0.0    11.0    11.4    35.1    64.2    85.0    97.5   101.6
DC(Max)     V       4.5     4.3     4.3     3.7     2.7     1.8     0.9     0.0
DL-Prec.  : M       0.0     7.9     8.2    25.3    46.2    61.2    70.2    73.2
DC(Min)     V       3.3     3.1     3.1     2.6     2.0     1.3     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   100.8   104.4   322.4   589.4   780.2   894.6   932.7
Haunch (Max)V      41.5    39.2    39.1    33.5    25.1    16.8     8.4     0.0
Deck +    : M       0.0    72.5    75.2   232.2   424.4   561.7   644.1   671.6
Haunch (Min)V      29.8    28.2    28.1    24.1    18.1    12.1     6.0     0.0
Diaphragm : M       0.0     0.4     0.5     1.5     3.2     4.8     6.4     8.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.1     2.3     3.4     4.6     5.8
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    40.5    41.9   129.5   236.7   313.3   359.3   374.6
DC(Max)     V      16.7    15.7    15.7    13.5    10.1     6.7     3.4     0.0
DL-Comp   : M       0.0    29.1    30.2    93.2   170.5   225.6   258.7   269.7
DC(Min)     V      12.0    11.3    11.3     9.7     7.3     4.8     2.4     0.0
DL-Comp   : M       0.0    21.7    22.4    69.3   126.7   167.7   192.3   200.5
DW(Max)     V       8.9     8.4     8.4     7.2     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0     9.4     9.7    30.0    54.9    72.7    83.3    86.9
DW(Min)     V       3.9     3.6     3.6     3.1     2.3     1.6     0.8     0.0
LL + I    : M+      0.0   313.5   324.9   996.8  1801.1  2347.9  2671.6  2753.4
            V     201.3   193.6   193.3   174.8   147.7   120.7    83.7    56.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   201.3   193.6   193.3   174.8   149.4   125.0   101.6    79.3
            M      -0.0   309.5   320.7   970.3  1706.8  2162.3  2354.8  2301.9
Total     : M+      0.0   578.7   599.8  1845.8  3353.5  4403.2  5029.3  5212.9
            V     310.4   296.6   296.1   263.1   214.0   164.9   105.9    56.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   310.4   296.7   296.1   263.1   215.7   169.3   123.9    79.4
            M      -0.0   574.8   595.6  1819.3  3259.2  4217.6  4712.4  4761.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.10   63.20   72.30   81.40   87.41   87.50   90.00
Self wt.  : M     807.6   704.3   532.1   291.1    94.3    91.0     0.0
(Max)       V       7.6    15.1    22.7    30.3    35.3    35.3    37.4
Self wt.  : M     581.5   507.1   383.1   209.6    67.9    65.5     0.0
(Min)       V       5.4    10.9    16.3    21.8    25.4    25.4    26.9
DL-Prec.  : M      97.5    85.0    64.2    35.1    11.4    11.0     0.0
DC(Max)     V       0.9     1.8     2.7     3.7     4.3     4.3     4.5
DL-Prec.  : M      70.2    61.2    46.2    25.3     8.2     7.9     0.0
DC(Min)     V       0.7     1.3     2.0     2.6     3.1     3.1     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     894.6   780.2   589.4   322.4   104.4   100.8     0.0
Haunch (Max)V       8.4    16.8    25.1    33.5    39.1    39.2    41.5
Deck +    : M     644.1   561.7   424.4   232.2    75.2    72.5     0.0
Haunch (Min)V       6.0    12.1    18.1    24.1    28.1    28.2    29.8
Diaphragm : M       6.4     4.8     3.2     1.5     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.6     3.4     2.3     1.1     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     359.3   313.3   236.7   129.5    41.9    40.5     0.0
DC(Max)     V       3.4     6.7    10.1    13.5    15.7    15.7    16.7
DL-Comp   : M     258.7   225.6   170.5    93.2    30.2    29.1     0.0
DC(Min)     V       2.4     4.8     7.3     9.7    11.3    11.3    12.0
DL-Comp   : M     192.3   167.7   126.7    69.3    22.4    21.7     0.0
DW(Max)     V       1.8     3.6     5.4     7.2     8.4     8.4     8.9
DL-Comp   : M      83.3    72.7    54.9    30.0     9.7     9.4     0.0
DW(Min)     V       0.8     1.6     2.3     3.1     3.6     3.6     3.9
LL + I    : M+   2671.6  2347.9  1801.1   996.8   324.9   313.5     0.0
            V      83.7   120.7   147.7   174.8   193.3   193.6   201.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   101.6   125.0   149.4   174.8   193.3   193.6   201.3
            M    2354.8  2162.3  1706.8   970.3   320.7   309.5    -0.0
Total     : M+   5029.3  4403.2  3353.5  1845.8   599.8   578.7     0.0
            V     105.9   164.9   214.0   263.1   296.1   296.6   310.4
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   123.9   169.3   215.7   263.1   296.1   296.7   310.4
            M    4712.4  4217.6  3259.2  1819.3   595.6   574.8    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.4             37.4
Deck+Haunch            41.5             41.5
Diaphragm               0.2              0.2
DL-Prec.(DC)            4.5              4.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           44.5             44.5
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
Self wt.  : M       0.0    72.8    75.4   232.9   425.7   563.4   646.1   673.6
(Max)       V      29.9    28.3    28.2    24.2    18.2    12.1     6.1     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     8.8     9.1    28.1    51.4    68.0    78.0    81.3
DC(Max)     V       3.6     3.4     3.4     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    80.6    83.5   258.0   471.6   624.1   715.7   746.2
Haunch (Max)V      33.2    31.3    31.3    26.8    20.1    13.4     6.7     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.4     1.2     2.5     3.8     5.1     6.4
(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    32.4    33.6   103.6   189.4   250.7   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     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    14.4    15.0    46.2    84.5   111.8   128.2   133.6
DW(Max)     V       5.9     5.6     5.6     4.8     3.6     2.4     1.2     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   399.8   704.9   914.4  1019.6  1003.5
            V      97.1    93.5    93.4    84.9    72.7    55.7    43.6    31.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    97.1    93.5    93.4    84.9    72.7    60.5    48.4    36.2
            M       0.0   127.4   132.0   399.8   704.9   888.7   951.2   892.4
Total     : M+      0.0   336.7   348.9  1069.8  1929.9  2536.3  2880.1  2944.4
            V     183.2   174.9   174.5   154.6   125.0    90.7    61.1    31.5
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   183.2   174.9   174.5   154.6   125.0    95.5    65.9    36.4
            M       0.0   336.7   348.9  1069.8  1929.9  2510.6  2811.7  2833.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.10   63.20   72.30   81.40   87.41   87.50   90.00
Self wt.  : M     646.1   563.4   425.7   232.9    75.4    72.8     0.0
(Max)       V       6.1    12.1    18.2    24.2    28.2    28.3    29.9
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      78.0    68.0    51.4    28.1     9.1     8.8     0.0
DC(Max)     V       0.7     1.5     2.2     2.9     3.4     3.4     3.6
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     715.7   624.1   471.6   258.0    83.5    80.6     0.0
Haunch (Max)V       6.7    13.4    20.1    26.8    31.3    31.3    33.2
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       5.1     3.8     2.5     1.2     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     287.4   250.7   189.4   103.6    33.6    32.4     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     128.2   111.8    84.5    46.2    15.0    14.4     0.0
DW(Max)     V       1.2     2.4     3.6     4.8     5.6     5.6     5.9
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+   1019.6   914.4   704.9   399.8   132.0   127.4     0.0
            V      43.6    55.7    72.7    84.9    93.4    93.5    97.1
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    48.4    60.5    72.7    84.9    93.4    93.5    97.1
            M     951.2   888.7   704.9   399.8   132.0   127.4     0.0
Total     : M+   2880.1  2536.3  1929.9  1069.8   348.9   336.7     0.0
            V      61.1    90.7   125.0   154.6   174.5   174.9   183.2
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    65.9    95.5   125.0   154.6   174.5   174.9   183.2
            M    2811.7  2510.6  1929.9  1069.8   348.9   336.7     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    9.10   18.20   27.30   36.40   45.50
 
Beam-Self
Precast-top    0.146   0.410   0.725   0.944   1.068   1.113 
Bottom        -0.116  -0.325  -0.569  -0.734  -0.822  -0.857 
 
Prestress
Precast-top    0.237  -0.011  -0.376  -0.732  -1.077  -1.077 
Bottom         2.332   2.522   2.798   3.061   3.310   3.310 
 
Total
Precast-top    0.383   0.399   0.349   0.213  -0.008   0.036 
Bottom         2.216   2.197   2.229   2.327   2.488   2.454 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.58 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.018   0.056   0.102   0.135   0.153   0.160 
Precast-top    0.051   0.488   0.495   0.893   1.317   1.525   1.520   1.627 
Bottom         0.339   1.762   1.755   1.376   0.969   0.759   0.736   0.644 
 

 
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    9.10   18.20   27.30   36.40   45.50
 
Beam-Self
Precast-top    0.146   0.410   0.725   0.944   1.068   1.113 
Bottom        -0.116  -0.325  -0.569  -0.734  -0.822  -0.857 
 
Prestress
Precast-top    0.237  -0.011  -0.376  -0.732  -1.077  -1.077 
Bottom         2.332   2.522   2.798   3.061   3.310   3.310 
 
Total
Precast-top    0.383   0.399   0.349   0.213  -0.008   0.036 
Bottom         2.216   2.197   2.229   2.327   2.488   2.454 
 
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 = 13.58 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.057   0.059   0.178   0.314   0.407   0.453   0.450 
Precast-top    0.026   0.280   0.285   0.559   0.856   1.018   1.044   1.092 
Bottom         0.170   0.777   0.770   0.363  -0.083  -0.349  -0.435  -0.469 
 

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
    310.4    7.0   58.5    0.372   3.7   6.00e-3 50.0    316.0     1.292    5.493      0.69
      0.0    0.4   58.3     31.5 0.167      25.2 0.87    12.00     0.099    1.489 
Transfer:   3.00
    296.7    7.0   58.5    2.230  22.4   2.00e-3 36.0    253.0     0.643    1.360      0.00
    574.8    2.7   57.2    189.0 0.154      54.3 1.92    12.00     0.099    1.586 
Critical:   5.25
    284.2    7.0   58.5    2.540  22.4   0.60e-3 31.1    200.3     0.424    1.020      0.00
   1037.7    3.0   57.0    189.0 0.147      93.2 3.30    12.00     0.099    1.650 
0.1L    :   9.10
    263.1    7.0   58.5    3.065  22.4   0.53e-3 30.9    173.9     0.367    1.020      0.00
   1819.3    3.6   56.7    189.0 0.136      96.2 3.43    12.00     0.099    1.773 
0.2L    :  18.20
    215.7    7.0   52.4    4.774  22.4   0.50e-3 30.8    130.6     0.309    0.720      0.00
   3259.2    4.1   50.3    189.0 0.123      86.8 3.49    24.00     0.099    1.725 
0.3L    :  27.30
    169.3    7.0   55.4    4.774  22.4   1.42e-3 34.0    104.4     0.264    0.282      0.00
   4217.6    4.1   53.3    189.0 0.089      61.3 2.32    24.00     0.099    1.039 
0.4L    :  36.40
    123.9    7.0   58.4    4.774   0.0   1.65e-3 34.8     77.8     0.192    0.282      0.00
   4712.4    4.1   56.4    189.0 0.070      59.8 2.14    24.00     0.099    1.267 
0.5L    :  45.50
     79.4    7.0   58.4    4.774   0.0   1.40e-3 33.9     23.0     0.099    0.282      0.00
   4761.5    4.1   56.4    189.0 0.045      65.3 2.34    24.00     0.099    2.081 
0.6L    :  54.60
    123.9    7.0   58.4    4.774   0.0   1.65e-3 34.8     77.8     0.192    0.282      0.00
   4712.4    4.1   56.4    189.0 0.070      59.8 2.14    24.00     0.099    1.267 
0.7L    :  63.70
    169.3    7.0   55.4    4.774  22.4   1.42e-3 34.0    104.4     0.264    0.282      0.00
   4217.6    4.1   53.3    189.0 0.089      61.3 2.32    24.00     0.099    1.039 
0.8L    :  72.80
    215.7    7.0   52.4    4.774  22.4   0.50e-3 30.8    130.6     0.309    0.720      0.00
   3259.2    4.1   50.3    189.0 0.123      86.8 3.49    24.00     0.099    1.725 
0.9L    :  81.90
    263.1    7.0   58.5    3.065  22.4   0.53e-3 30.9    173.9     0.367    1.020      0.00
   1819.3    3.6   56.7    189.0 0.136      96.2 3.43    12.00     0.099    1.773 
Critical:  85.75
    284.2    7.0   58.5    2.540  22.4   0.60e-3 31.1    200.3     0.424    1.020      0.00
   1037.7    3.0   57.0    189.0 0.147      93.2 3.30    12.00     0.099    1.650 
Transfer:  88.00
    296.7    7.0   58.5    2.230  22.4   2.00e-3 36.0    253.0     0.643    1.360      0.00
    574.8    2.7   57.2    189.0 0.154      54.3 1.92    12.00     0.099    1.586 
Bearing :  90.50
    310.4    7.0   58.5    0.372   3.7   6.00e-3 50.0    316.0     1.292    5.493      0.69
      0.0    0.4   58.3     31.5 0.167      25.2 0.87    12.00     0.099    1.489 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  935.80
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.87
 
 
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
    310.4      5.92     58.50    0.45       58.28    24.00      0.160      1.573      0.288      0.533 
Transfer:      2.50
    296.7      5.77     58.50    2.66       57.17    24.00      0.160      1.522      0.257      0.533 
Critical:      4.75
    284.3      5.54     58.50    3.02       56.99    24.00      0.160      1.448      0.213      0.400 
0.1L    :      8.60
    263.1      5.16     58.50    3.63       56.69    24.00      0.160      1.319      0.136      0.400 
0.2L    :     17.70
    215.7      4.76     52.36    4.10       50.31    24.00      0.160      1.188      0.057      0.282 
0.3L    :     26.80
    169.3      3.53     55.40    4.11       53.34    24.00      0.160      0.775      0.000      0.282 
0.4L    :     35.90
    123.9      2.44     58.43    4.11       56.37    24.00      0.160      0.414      0.000      0.282 
0.5L    :     45.00
     79.4      1.57     58.43    4.11       56.37    24.00      0.160      0.122      0.000      0.282 
0.6L    :     54.10
    123.9      2.44     58.43    4.11       56.37    24.00      0.160      0.414      0.000      0.282 
0.7L    :     63.20
    169.3      3.53     55.40    4.11       53.34    24.00      0.160      0.775      0.000      0.282 
0.8L    :     72.30
    215.7      4.76     52.36    4.10       50.31    24.00      0.160      1.188      0.057      0.282 
0.9L    :     81.40
    263.1      5.16     58.50    3.63       56.69    24.00      0.160      1.319      0.136      0.400 
Critical:     85.25
    284.3      5.54     58.50    3.02       56.99    24.00      0.160      1.448      0.213      0.400 
Transfer:     87.50
    296.7      5.77     58.50    2.66       57.17    24.00      0.160      1.522      0.257      0.533 
Bearing :     90.00
    310.4      5.92     58.50    0.45       58.28    24.00      0.160      1.573      0.288      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.60 ft
Prestress      :       0.892  1.80      1.606  2.20      1.963
Self Wt.       :      -0.363  1.85     -0.671  2.40     -0.870
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          :       0.530            0.936            1.093
 
At 0.2 x L = 17.70 ft
Prestress      :       1.622  1.80      2.919  2.20      3.568
Self Wt.       :      -0.679  1.85     -1.256  2.40     -1.630
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          :       0.943            1.663            1.938
 
At 0.3 x L = 26.80 ft
Prestress      :       2.153  1.80      3.876  2.20      4.738
Self Wt.       :      -0.919  1.85     -1.700  2.40     -2.205
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.235            2.177            2.533
 
At 0.4 x L = 35.90 ft
Prestress      :       2.458  1.80      4.424  2.20      5.407
Self Wt.       :      -1.061  1.85     -1.963  2.40     -2.546
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.397            2.461            2.861
 
At 0.5 x L = 45.00 ft
Prestress      :       2.577  1.80      4.638  2.20      5.669
Self Wt.       :      -1.114  1.85     -2.061  2.40     -2.674
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.463            2.577            2.995
 
At 0.6 x L = 54.10 ft
Prestress      :       2.458  1.80      4.424  2.20      5.407
Self Wt.       :      -1.061  1.85     -1.963  2.40     -2.546
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.397            2.461            2.861
 
At 0.7 x L = 63.20 ft
Prestress      :       2.153  1.80      3.876  2.20      4.738
Self Wt.       :      -0.919  1.85     -1.700  2.40     -2.205
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.235            2.177            2.533
 
At 0.8 x L = 72.30 ft
Prestress      :       1.622  1.80      2.919  2.20      3.568
Self Wt.       :      -0.679  1.85     -1.256  2.40     -1.630
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          :       0.943            1.663            1.938
 
At 0.9 x L = 81.40 ft
Prestress      :       0.892  1.80      1.606  2.20      1.963
Self Wt.       :      -0.363  1.85     -0.671  2.40     -0.870
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          :       0.530            0.936            1.093
 

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
   578.7    47.3  3.066  265.0    3.1   2.66   3112.7  0.055T 1.00       -       -     -     -  
H/2     :   2.59
   599.8    47.3  3.084  265.0    3.1   2.67   3131.9  0.055T 1.00       -       -     -     -  
0.1L    :   8.60
  1845.8    49.3  4.215  263.5    4.3   3.63   4396.9  0.039T 1.00       -       -     -     -  
0.2L    :  17.70
  3353.5    52.4  4.774  263.0    4.8   4.10   5264.7  0.034T 1.00    492.2   492.2   10.70    -  
0.3L    :  26.80
  4403.2    55.4  4.774  263.4    4.8   4.11   5589.8  0.034T 1.00    331.4   331.4   16.87    -  
0.4L    :  35.90
  5029.3    58.4  4.774  263.7    4.8   4.11   5915.0  0.034T 1.00    253.2   253.2   23.36    -  
0.5L    :  45.00
  5212.9    58.4  4.774  263.7    4.8   4.11   5915.0  0.034T 1.00    216.9   216.9   27.27    -  
0.6L    :  54.10
  5029.3    58.4  4.774  263.7    4.8   4.11   5915.0  0.034T 1.00    253.2   253.2   23.36    -  
0.7L    :  63.20
  4403.2    55.4  4.774  263.4    4.8   4.11   5589.8  0.034T 1.00    331.4   331.4   16.87    -  
0.8L    :  72.30
  3353.5    52.4  4.774  263.0    4.8   4.10   5264.7  0.034T 1.00    492.2   492.2   10.70    -  
0.9L    :  81.40
  1845.8    49.3  4.215  263.5    4.3   3.63   4396.9  0.039T 1.00       -       -     -     -  
H/2     :  87.41
   599.8    47.3  3.084  265.0    3.1   2.67   3131.9  0.055T 1.00       -       -     -     -  
Transfer:  87.50
   578.7    47.3  3.066  265.0    3.1   2.66   3112.7  0.055T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 4; Groups 1-11; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.015
        M   2.00 Fb     0.217
 
  2   2 E  50.50 Ft     0.411
        M   6.00 Fb     0.130
 
  3   2 E  48.50 Ft     0.784
        M   4.00 Fb     0.062
 
  4   2 E  46.50 Ft     1.133
        M   2.00 Fb     0.013
 
  5   2 E   6.00 Ft     1.050
        M   6.00 Fb     0.308
 
  6   2 E   6.00 Ft     0.966
        M   6.00 Fb     0.604
 
  7   2 E   4.00 Ft     0.859
        M   4.00 Fb     0.919
 
  8   2 E   4.00 Ft     0.752
        M   4.00 Fb     1.234
 
  9   2 E   4.00 Ft     0.644
        M   4.00 Fb     1.549
 
 10   2 E   2.00 Ft     0.514
        M   2.00 Fb     1.882
 
 11   2 E   2.00 Ft     0.383
        M   2.00 Fb     2.215
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 91.00            Release Length, ft: 91.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  22
No. of strands, Draped:   6           No. of strands, Straight:  16
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  7.42 %               Final losses: 13.97 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.488   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.008   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)                  5915.00     5212.92     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   0.160     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.627     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.762    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   1.092     Midspan
    Pre.Bot:                                                             2.000   0.777    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.577  1.80      4.638  2.20      5.669
Self Wt.       :      -1.114  1.85     -2.061  2.40     -2.674
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.463            2.577            2.995
 
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   90.00
     DC  Line       0.010      0.00       0.010   90.00
     DC  Line       0.064      0.00       0.064   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.000 ft
Release length = 91.000 ft
Design  length = 90.000 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)  : 0.604   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.755   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.814   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 5
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        638.7 in2           1178.8 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           554900 in4#
Ht. of c.g.           =        24.37 in             39.92 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1337.8 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.59     8.60    17.70    26.80    35.90    45.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    643.5    667.4    667.4    667.4    667.4    667.4    667.4    667.4
  Yb      ,  in    24.31    23.97    23.96    23.88    23.75    23.62    23.49    23.49
  MI(Ixx) , in4   215323   217408   217424   218572   220732   223397   226568   226568
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1183.3   1205.8   1205.8   1205.8   1205.8   1205.8   1205.8   1205.8
  Yb      ,  in    39.83    39.36    39.36    39.32    39.25    39.18    39.11    39.11
  MI(Ixx) , in4   557508   571333   571374   574119   578681   583728   589261   589261

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:  22 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 36.40 ft from member end )
END PATTERN (Ycg = 15.95 in):
     6 @  2.000 in     6 @  4.000 in     4 @  6.000 in     2 @ 46.500 in
     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 3.82 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
     6 @  2.000 in     6 @  4.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    4.77 in2      Initial Pull          =      935.8 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        =  25.867 kips     Beam Shrtng (PL/AE)   =      0.377 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)       
--------------------------------------------------------------------------------------
      2004.261         740 1483.153     14.949 60543.570   928.447     237.881        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#5[M16]       60.00        0.62       3.00       0.1250      1.1250     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3750      0.6250     No
      2      US#5[M16]       60.00        0.62       7.50       0.6250      1.2500     No
      2      US#5[M16]       60.00        0.62       9.00       1.2500      3.5000     No
      2      US#5[M16]       60.00        0.62      10.50       3.5000      4.3750     No
      2      US#5[M16]       60.00        0.62      12.00       4.3750      9.3750     No
      2      US#5[M16]       60.00        0.62      13.50       9.3750     10.5000     No
      2      US#5[M16]       60.00        0.62      15.00       9.8750     13.6250    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.5000     13.0000     No
      2      US#5[M16]       60.00        0.62      16.50      13.0000     14.3750     No
      2      US#5[M16]       60.00        0.62      17.00      14.3750     18.6250     No
      2      US#4[M13]       60.00        0.40      12.00       3.8750      9.8750    Yes
      2      US#4[M13]       60.00        0.40      17.00      13.6250     77.3750    Yes
      2      US#4[M13]       60.00        0.40      12.00      81.1250     87.1250    Yes
      2      US#5[M16]       60.00        0.62      17.00      72.3750     76.6250     No
      2      US#5[M16]       60.00        0.62      16.50      76.6250     78.0000     No
      2      US#5[M16]       60.00        0.62      15.00      78.0000     80.5000     No
      2      US#5[M16]       60.00        0.62      15.00      77.3750     81.1250    Yes
      2      US#5[M16]       60.00        0.62      13.50      80.5000     81.6250     No
      2      US#5[M16]       60.00        0.62      12.00      81.6250     86.6250     No
      2      US#5[M16]       60.00        0.62      10.50      86.6250     87.5000     No
      2      US#5[M16]       60.00        0.62       9.00      87.5000     89.7500     No
      2      US#5[M16]       60.00        0.62       7.50      89.7500     90.3750     No
      2      US#5[M16]       60.00        0.62       3.00      90.3750     90.6250     No
      2      US#4[M13]       60.00        0.40       9.00      87.1250     90.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      89.8750     90.8750     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 87.0000 91.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 30.8333       3.00 
      2 US#5[M16]           2.00 0.620 60.1667 91.0000       3.00 
      2 US#6[M19]           2.00 0.880 28.4167 62.5827       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.7740 in2       Ycg =  3.82 in
         P_init    =      935.8 kips  Ecc = 20.55 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.54 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.075 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.65 ksi    0.00 ksi
    due to Composite Loads                                 -2.07 ksi    0.00 ksi
    due to Live Loads                                      -5.95 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                        13.32 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.54 ksi  ( 7.42 %)            12.96 ksi ( 6.61 %)
Total Prestress Losses                                    27.50 ksi (14.03 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
Self wt.  : M       0.0    72.8    75.4   232.9   425.7   563.4   646.1   673.6
(Max)       V      29.9    28.3    28.2    24.2    18.2    12.1     6.1     0.0
DL-Prec.  : M       0.0    14.2    14.7    45.5    83.2   110.2   126.3   131.7
DC(Max)     V       5.9     5.5     5.5     4.7     3.6     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    73.6    76.2   235.4   430.3   569.5   653.0   680.9
Haunch (Max)V      30.3    28.6    28.5    24.5    18.4    12.2     6.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.6     1.3     1.9     2.6     3.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.4    33.6   103.6   189.4   250.7   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    14.4    15.0    46.2    84.5   111.8   128.2   133.6
DW(Max)     V       5.9     5.6     5.6     4.8     3.6     2.4     1.2     0.0
LL + I    : M+      0.0   177.1   183.5   563.2  1017.7  1326.6  1509.5  1555.7
            V      93.3    89.7    89.6    81.0    68.5    55.9    38.8    26.3
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    93.3    89.7    89.6    81.0    69.2    57.9    47.1    36.7
            M      -0.0   174.9   181.2   548.2   964.4  1221.8  1330.5  1300.6
Total     : M+      0.0   384.7   398.6  1227.4  2232.0  2934.1  3353.1  3478.5
            V     178.7   170.3   170.0   150.1   120.3    90.5    56.1    26.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   178.7   170.4   170.0   150.1   121.1    92.5    64.4    36.8
            M      -0.0   382.4   396.3  1212.4  2178.7  2829.2  3174.1  3223.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.10   63.20   72.30   81.40   87.41   87.50   90.00
Self wt.  : M     646.1   563.4   425.7   232.9    75.4    72.8     0.0
(Max)       V       6.1    12.1    18.2    24.2    28.2    28.3    29.9
DL-Prec.  : M     126.3   110.2    83.2    45.5    14.7    14.2     0.0
DC(Max)     V       1.2     2.4     3.6     4.7     5.5     5.5     5.9
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     653.0   569.5   430.3   235.4    76.2    73.6     0.0
Haunch (Max)V       6.1    12.2    18.4    24.5    28.5    28.6    30.3
Diaphragm : M       2.6     1.9     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
DL-Comp   : M     287.4   250.7   189.4   103.6    33.6    32.4     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M     128.2   111.8    84.5    46.2    15.0    14.4     0.0
DW(Max)     V       1.2     2.4     3.6     4.8     5.6     5.6     5.9
LL + I    : M+   1509.5  1326.6  1017.7   563.2   183.5   177.1     0.0
            V      38.8    55.9    68.5    81.0    89.6    89.7    93.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    47.1    57.9    69.2    81.0    89.6    89.7    93.3
            M    1330.5  1221.8   964.4   548.2   181.2   174.9    -0.0
Total     : M+   3353.1  2934.1  2232.0  1227.4   398.6   384.7     0.0
            V      56.1    90.5   120.3   150.1   170.0   170.3   178.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    64.4    92.5   121.1   150.1   170.0   170.4   178.7
            M    3174.1  2829.2  2178.7  1212.4   396.3   382.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.9             29.9
Deck+Haunch            30.3             30.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.9              5.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           29.7             29.7
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
Self wt.  : M       0.0    72.8    75.4   232.9   425.7   563.4   646.1   673.6
(Max)       V      29.9    28.3    28.2    24.2    18.2    12.1     6.1     0.0
DL-Prec.  : M       0.0    14.2    14.7    45.5    83.2   110.2   126.3   131.7
DC(Max)     V       5.9     5.5     5.5     4.7     3.6     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    73.6    76.2   235.4   430.3   569.5   653.0   680.9
Haunch (Max)V      30.3    28.6    28.5    24.5    18.4    12.2     6.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.6     1.3     1.9     2.6     3.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.4    33.6   103.6   189.4   250.7   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    14.4    15.0    46.2    84.5   111.8   128.2   133.6
DW(Max)     V       5.9     5.6     5.6     4.8     3.6     2.4     1.2     0.0
LL + I    : M+      0.0   141.7   146.8   450.6   814.1  1061.3  1207.6  1244.6
            V      74.6    71.8    71.7    64.8    54.8    44.7    31.0    21.0
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    74.6    71.8    71.7    64.8    55.4    46.4    37.7    29.4
            M      -0.0   139.9   145.0   438.6   771.5   977.4  1064.4  1040.5
Total     : M+      0.0   349.2   361.9  1114.8  2028.5  2668.8  3051.2  3167.3
            V     160.0   152.4   152.1   133.9   106.6    79.3    48.4    21.1
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   160.0   152.4   152.1   133.9   107.2    80.9    55.0    29.5
            M      -0.0   347.5   360.1  1102.8  1985.8  2584.9  2908.0  2963.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.10   63.20   72.30   81.40   87.41   87.50   90.00
Self wt.  : M     646.1   563.4   425.7   232.9    75.4    72.8     0.0
(Max)       V       6.1    12.1    18.2    24.2    28.2    28.3    29.9
DL-Prec.  : M     126.3   110.2    83.2    45.5    14.7    14.2     0.0
DC(Max)     V       1.2     2.4     3.6     4.7     5.5     5.5     5.9
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     653.0   569.5   430.3   235.4    76.2    73.6     0.0
Haunch (Max)V       6.1    12.2    18.4    24.5    28.5    28.6    30.3
Diaphragm : M       2.6     1.9     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
DL-Comp   : M     287.4   250.7   189.4   103.6    33.6    32.4     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M     128.2   111.8    84.5    46.2    15.0    14.4     0.0
DW(Max)     V       1.2     2.4     3.6     4.8     5.6     5.6     5.9
LL + I    : M+   1207.6  1061.3   814.1   450.6   146.8   141.7     0.0
            V      31.0    44.7    54.8    64.8    71.7    71.8    74.6
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    37.7    46.4    55.4    64.8    71.7    71.8    74.6
            M    1064.4   977.4   771.5   438.6   145.0   139.9    -0.0
Total     : M+   3051.2  2668.8  2028.5  1114.8   361.9   349.2     0.0
            V      48.4    79.3   106.6   133.9   152.1   152.4   160.0
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    55.0    80.9   107.2   133.9   152.1   152.4   160.0
            M    2908.0  2584.9  1985.8  1102.8   360.1   347.5    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
Self wt.  : M       0.0    91.0    94.3   291.1   532.1   704.3   807.6   842.0
(Max)       V      37.4    35.3    35.3    30.3    22.7    15.1     7.6     0.0
Self wt.  : M       0.0    65.5    67.9   209.6   383.1   507.1   581.5   606.3
(Min)       V      26.9    25.4    25.4    21.8    16.3    10.9     5.4     0.0
DL-Prec.  : M       0.0    17.8    18.4    56.9   104.0   137.7   157.9   164.6
DC(Max)     V       7.3     6.9     6.9     5.9     4.4     3.0     1.5     0.0
DL-Prec.  : M       0.0    12.8    13.3    41.0    74.9    99.1   113.7   118.5
DC(Min)     V       5.3     5.0     5.0     4.3     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    91.9    95.3   294.2   537.8   711.9   816.3   851.1
Haunch (Max)V      37.8    35.7    35.6    30.6    22.9    15.3     7.6     0.0
Deck +    : M       0.0    66.2    68.6   211.8   387.2   512.5   587.7   612.8
Haunch (Min)V      27.2    25.7    25.7    22.0    16.5    11.0     5.5     0.0
Diaphragm : M       0.0     0.2     0.2     0.8     1.6     2.4     3.2     4.0
(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     0.6     1.1     1.7     2.3     2.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    40.5    41.9   129.5   236.7   313.3   359.3   374.6
DC(Max)     V      16.7    15.7    15.7    13.5    10.1     6.7     3.4     0.0
DL-Comp   : M       0.0    29.1    30.2    93.2   170.5   225.6   258.7   269.7
DC(Min)     V      12.0    11.3    11.3     9.7     7.3     4.8     2.4     0.0
DL-Comp   : M       0.0    21.7    22.4    69.3   126.7   167.7   192.3   200.5
DW(Max)     V       8.9     8.4     8.4     7.2     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0     9.4     9.7    30.0    54.9    72.7    83.3    86.9
DW(Min)     V       3.9     3.6     3.6     3.1     2.3     1.6     0.8     0.0
LL + I    : M+      0.0   310.0   321.2   985.6  1780.9  2321.6  2641.6  2722.5
            V     163.2   157.0   156.7   141.7   119.8    97.9    67.9    46.0
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   163.2   157.0   156.8   141.8   121.2   101.4    82.4    64.3
            M      -0.0   306.1   317.1   959.4  1687.6  2138.1  2328.4  2276.1
Total     : M+      0.0   573.0   593.8  1827.4  3319.9  4358.9  4978.2  5159.4
            V     271.4   259.2   258.7   229.3   185.5   141.7    89.8    46.0
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   271.4   259.2   258.7   229.3   186.9   145.2   104.4    64.4
            M      -0.0   569.1   589.7  1801.2  3226.7  4175.4  4664.9  4713.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.10   63.20   72.30   81.40   87.41   87.50   90.00
Self wt.  : M     807.6   704.3   532.1   291.1    94.3    91.0     0.0
(Max)       V       7.6    15.1    22.7    30.3    35.3    35.3    37.4
Self wt.  : M     581.5   507.1   383.1   209.6    67.9    65.5     0.0
(Min)       V       5.4    10.9    16.3    21.8    25.4    25.4    26.9
DL-Prec.  : M     157.9   137.7   104.0    56.9    18.4    17.8     0.0
DC(Max)     V       1.5     3.0     4.4     5.9     6.9     6.9     7.3
DL-Prec.  : M     113.7    99.1    74.9    41.0    13.3    12.8     0.0
DC(Min)     V       1.1     2.1     3.2     4.3     5.0     5.0     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     816.3   711.9   537.8   294.2    95.3    91.9     0.0
Haunch (Max)V       7.6    15.3    22.9    30.6    35.6    35.7    37.8
Deck +    : M     587.7   512.5   387.2   211.8    68.6    66.2     0.0
Haunch (Min)V       5.5    11.0    16.5    22.0    25.7    25.7    27.2
Diaphragm : M       3.2     2.4     1.6     0.8     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       2.3     1.7     1.1     0.6     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     359.3   313.3   236.7   129.5    41.9    40.5     0.0
DC(Max)     V       3.4     6.7    10.1    13.5    15.7    15.7    16.7
DL-Comp   : M     258.7   225.6   170.5    93.2    30.2    29.1     0.0
DC(Min)     V       2.4     4.8     7.3     9.7    11.3    11.3    12.0
DL-Comp   : M     192.3   167.7   126.7    69.3    22.4    21.7     0.0
DW(Max)     V       1.8     3.6     5.4     7.2     8.4     8.4     8.9
DL-Comp   : M      83.3    72.7    54.9    30.0     9.7     9.4     0.0
DW(Min)     V       0.8     1.6     2.3     3.1     3.6     3.6     3.9
LL + I    : M+   2641.6  2321.6  1780.9   985.6   321.2   310.0     0.0
            V      67.9    97.9   119.8   141.7   156.7   157.0   163.2
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    82.4   101.4   121.2   141.8   156.8   157.0   163.2
            M    2328.4  2138.1  1687.6   959.4   317.1   306.1    -0.0
Total     : M+   4978.2  4358.9  3319.9  1827.4   593.8   573.0     0.0
            V      89.8   141.7   185.5   229.3   258.7   259.2   271.4
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   104.4   145.2   186.9   229.3   258.7   259.2   271.4
            M    4664.9  4175.4  3226.7  1801.2   589.7   569.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.4             37.4
Deck+Haunch            37.8             37.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            7.3              7.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           44.5             44.5
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
Self wt.  : M       0.0    72.8    75.4   232.9   425.7   563.4   646.1   673.6
(Max)       V      29.9    28.3    28.2    24.2    18.2    12.1     6.1     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    14.2    14.7    45.5    83.2   110.2   126.3   131.7
DC(Max)     V       5.9     5.5     5.5     4.7     3.6     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    73.6    76.2   235.4   430.3   569.5   653.0   680.9
Haunch (Max)V      30.3    28.6    28.5    24.5    18.4    12.2     6.1     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     0.6     1.3     1.9     2.6     3.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     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    32.4    33.6   103.6   189.4   250.7   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     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    14.4    15.0    46.2    84.5   111.8   128.2   133.6
DW(Max)     V       5.9     5.6     5.6     4.8     3.6     2.4     1.2     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   177.3   183.7   556.4   981.0  1272.6  1419.0  1396.5
            V      94.0    90.6    90.5    82.2    70.4    54.0    42.2    30.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    94.0    90.6    90.5    82.2    70.4    58.7    46.9    35.1
            M       0.0   177.3   183.7   556.4   981.0  1236.8  1323.8  1241.9
Total     : M+      0.0   384.8   398.8  1220.6  2195.4  2880.1  3262.6  3319.3
            V     179.4   171.2   170.9   151.3   122.3    88.6    59.5    30.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   179.4   171.2   170.9   151.3   122.3    93.2    64.2    35.1
            M       0.0   384.8   398.8  1220.6  2195.4  2844.3  3167.4  3164.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.10   63.20   72.30   81.40   87.41   87.50   90.00
Self wt.  : M     646.1   563.4   425.7   232.9    75.4    72.8     0.0
(Max)       V       6.1    12.1    18.2    24.2    28.2    28.3    29.9
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     126.3   110.2    83.2    45.5    14.7    14.2     0.0
DC(Max)     V       1.2     2.4     3.6     4.7     5.5     5.5     5.9
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     653.0   569.5   430.3   235.4    76.2    73.6     0.0
Haunch (Max)V       6.1    12.2    18.4    24.5    28.5    28.6    30.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       2.6     1.9     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       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     287.4   250.7   189.4   103.6    33.6    32.4     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     128.2   111.8    84.5    46.2    15.0    14.4     0.0
DW(Max)     V       1.2     2.4     3.6     4.8     5.6     5.6     5.9
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+   1419.0  1272.6   981.0   556.4   183.7   177.3     0.0
            V      42.2    54.0    70.4    82.2    90.5    90.6    94.0
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    46.9    58.7    70.4    82.2    90.5    90.6    94.0
            M    1323.8  1236.8   981.0   556.4   183.7   177.3     0.0
Total     : M+   3262.6  2880.1  2195.4  1220.6   398.8   384.8     0.0
            V      59.5    88.6   122.3   151.3   170.9   171.2   179.4
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    64.2    93.2   122.3   151.3   170.9   171.2   179.4
            M    3167.4  2844.3  2195.4  1220.6   398.8   384.8     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.10   18.20   27.30   36.40   45.50
 
Beam-Self
Precast-top    0.146   0.410   0.725   0.944   1.068   1.113 
Bottom        -0.116  -0.325  -0.569  -0.734  -0.822  -0.857 
 
Prestress
Precast-top    0.237  -0.011  -0.376  -0.732  -1.077  -1.077 
Bottom         2.332   2.522   2.798   3.061   3.310   3.310 
 
Total
Precast-top    0.383   0.399   0.349   0.213  -0.008   0.036 
Bottom         2.216   2.197   2.229   2.327   2.488   2.454 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.58 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.020   0.060   0.109   0.144   0.164   0.171 
Precast-top    0.051   0.486   0.493   0.887   1.306   1.510   1.503   1.608 
Bottom         0.339   1.764   1.757   1.382   0.981   0.774   0.753   0.663 
 

 
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    9.10   18.20   27.30   36.40   45.50
 
Beam-Self
Precast-top    0.146   0.410   0.725   0.944   1.068   1.113 
Bottom        -0.116  -0.325  -0.569  -0.734  -0.822  -0.857 
 
Prestress
Precast-top    0.237  -0.011  -0.376  -0.732  -1.077  -1.077 
Bottom         2.332   2.522   2.798   3.061   3.310   3.310 
 
Total
Precast-top    0.383   0.399   0.349   0.213  -0.008   0.036 
Bottom         2.216   2.197   2.229   2.327   2.488   2.454 
 
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 = 13.58 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    8.60   17.70   26.80   35.90   45.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.081   0.084   0.253   0.446   0.577   0.641   0.636 
Precast-top    0.026   0.297   0.303   0.614   0.953   1.143   1.182   1.227 
Bottom         0.170   0.735   0.727   0.234  -0.308  -0.638  -0.754  -0.781 
 

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
    271.4    7.0   58.5    0.373   3.7   6.00e-3 50.0    272.7     1.116    5.493      0.39
      0.0    0.5   58.3     31.5 0.146      25.2 0.87    12.00     0.099    1.702 
Transfer:   3.00
    259.2    7.0   58.5    2.235  22.4   0.80e-3 31.8    181.2     0.394    1.360      0.00
    569.1    2.9   57.0    189.0 0.133      84.5 2.99    12.00     0.099    1.811 
Critical:   5.24
    248.2    7.0   58.5    2.544  22.4  -0.01e-3 29.0    117.2     0.228    1.020      0.00
   1025.2    3.3   56.8    189.0 0.127     136.1 4.84    12.00     0.099    1.885 
0.1L    :   9.10
    229.3    7.0   58.5    3.071  22.4   0.10e-3 29.4    107.9     0.215    1.020      0.00
   1801.2    4.0   56.5    189.0 0.118     124.6 4.46    24.00     0.099    2.028 
0.2L    :  18.20
    186.9    7.0   52.4    4.774  22.4   0.26e-3 29.9     85.4     0.196    0.720      0.00
   3226.7    4.5   50.1    189.0 0.106      99.9 4.03    24.00     0.099    2.100 
0.3L    :  27.30
    145.2    7.0   55.4    4.774  22.4   1.20e-3 33.2     72.6     0.179    0.282      0.00
   4175.4    4.5   53.1    189.0 0.075      66.4 2.53    24.00     0.099    1.261 
0.4L    :  36.40
    104.4    7.0   58.4    4.774   0.0   1.46e-3 34.1     52.3     0.126    0.282      0.00
   4664.9    4.5   56.2    189.0 0.059      63.7 2.29    24.00     0.099    1.559 
0.5L    :  45.50
     64.4    7.0   58.4    4.774   0.0   1.24e-3 33.3      2.4     0.099    0.282      0.00
   4713.0    4.5   56.2    189.0 0.036      69.1 2.49    24.00     0.099    2.652 
0.6L    :  54.60
    104.4    7.0   58.4    4.774   0.0   1.46e-3 34.1     52.3     0.126    0.282      0.00
   4664.9    4.5   56.2    189.0 0.059      63.7 2.29    24.00     0.099    1.559 
0.7L    :  63.70
    145.2    7.0   55.4    4.774  22.4   1.20e-3 33.2     72.6     0.179    0.282      0.00
   4175.4    4.5   53.1    189.0 0.075      66.4 2.53    24.00     0.099    1.261 
0.8L    :  72.80
    186.9    7.0   52.4    4.774  22.4   0.26e-3 29.9     85.4     0.196    0.720      0.00
   3226.7    4.5   50.1    189.0 0.106      99.9 4.03    24.00     0.099    2.100 
0.9L    :  81.90
    229.3    7.0   58.5    3.071  22.4   0.10e-3 29.4    107.9     0.215    1.020      0.00
   1801.2    4.0   56.5    189.0 0.118     124.6 4.46    24.00     0.099    2.028 
Critical:  85.76
    248.2    7.0   58.5    2.544  22.4  -0.01e-3 29.0    117.2     0.228    1.020      0.00
   1025.2    3.3   56.8    189.0 0.127     136.1 4.84    12.00     0.099    1.885 
Transfer:  88.00
    259.2    7.0   58.5    2.235  22.4   0.80e-3 31.8    181.2     0.394    1.360      0.00
    569.1    2.9   57.0    189.0 0.133      84.5 2.99    12.00     0.099    1.811 
Bearing :  90.50
    271.4    7.0   58.5    0.373   3.7   6.00e-3 50.0    272.7     1.116    5.493      0.39
      0.0    0.5   58.3     31.5 0.146      25.2 0.87    12.00     0.099    1.702 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  935.80
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.87
 
 
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
    271.4      5.18     58.50    0.49       58.25    24.00      0.160      1.326      0.140      0.533 
Transfer:      2.50
    259.2      5.05     58.50    2.92       57.04    24.00      0.160      1.283      0.114      0.533 
Critical:      4.74
    248.2      4.85     58.50    3.31       56.85    24.00      0.160      1.218      0.075      0.400 
0.1L    :      8.60
    229.3      4.51     58.50    3.98       56.51    24.00      0.160      1.103      0.006      0.400 
0.2L    :     17.70
    186.9      4.14     52.36    4.49       50.12    24.00      0.160      0.981      0.000      0.282 
0.3L    :     26.80
    145.2      3.04     55.40    4.50       53.15    24.00      0.160      0.612      0.000      0.282 
0.4L    :     35.90
    104.4      2.06     58.43    4.51       56.18    24.00      0.160      0.288      0.000      0.282 
0.5L    :     45.00
     64.4      1.27     58.43    4.51       56.18    24.00      0.160      0.024      0.000      0.282 
0.6L    :     54.10
    104.4      2.06     58.43    4.51       56.18    24.00      0.160      0.288      0.000      0.282 
0.7L    :     63.20
    145.2      3.04     55.40    4.50       53.15    24.00      0.160      0.612      0.000      0.282 
0.8L    :     72.30
    186.9      4.14     52.36    4.49       50.12    24.00      0.160      0.981      0.000      0.282 
0.9L    :     81.40
    229.3      4.51     58.50    3.98       56.51    24.00      0.160      1.103      0.006      0.400 
Critical:     85.26
    248.2      4.85     58.50    3.31       56.85    24.00      0.160      1.218      0.075      0.400 
Transfer:     87.50
    259.2      5.05     58.50    2.92       57.04    24.00      0.160      1.283      0.114      0.533 
Bearing :     90.00
    271.4      5.18     58.50    0.49       58.25    24.00      0.160      1.326      0.140      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.60 ft
Prestress      :       0.892  1.80      1.606  2.20      1.963
Self Wt.       :      -0.363  1.85     -0.671  2.40     -0.870
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          :       0.530            0.936            1.093
 
At 0.2 x L = 17.70 ft
Prestress      :       1.622  1.80      2.919  2.20      3.568
Self Wt.       :      -0.679  1.85     -1.256  2.40     -1.630
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          :       0.943            1.663            1.938
 
At 0.3 x L = 26.80 ft
Prestress      :       2.153  1.80      3.876  2.20      4.738
Self Wt.       :      -0.919  1.85     -1.700  2.40     -2.205
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.235            2.177            2.533
 
At 0.4 x L = 35.90 ft
Prestress      :       2.458  1.80      4.424  2.20      5.407
Self Wt.       :      -1.061  1.85     -1.963  2.40     -2.546
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.397            2.461            2.861
 
At 0.5 x L = 45.00 ft
Prestress      :       2.577  1.80      4.638  2.20      5.669
Self Wt.       :      -1.114  1.85     -2.061  2.40     -2.674
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.463            2.577            2.995
 
At 0.6 x L = 54.10 ft
Prestress      :       2.458  1.80      4.424  2.20      5.407
Self Wt.       :      -1.061  1.85     -1.963  2.40     -2.546
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.397            2.461            2.861
 
At 0.7 x L = 63.20 ft
Prestress      :       2.153  1.80      3.876  2.20      4.738
Self Wt.       :      -0.919  1.85     -1.700  2.40     -2.205
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.235            2.177            2.533
 
At 0.8 x L = 72.30 ft
Prestress      :       1.622  1.80      2.919  2.20      3.568
Self Wt.       :      -0.679  1.85     -1.256  2.40     -1.630
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          :       0.943            1.663            1.938
 
At 0.9 x L = 81.40 ft
Prestress      :       0.892  1.80      1.606  2.20      1.963
Self Wt.       :      -0.363  1.85     -0.671  2.40     -0.870
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          :       0.530            0.936            1.093
 

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
   573.0    47.3  3.073  264.5    3.4   2.92   3105.1  0.050T 1.00       -       -     -     -  
H/2     :   2.59
   593.8    47.3  3.091  264.5    3.4   2.93   3124.2  0.049T 1.00       -       -     -     -  
0.1L    :   8.60
  1827.4    49.3  4.223  262.8    4.7   3.98   4378.6  0.036T 1.00       -       -     -     -  
0.2L    :  17.70
  3319.9    52.4  4.774  262.4    5.3   4.49   5231.2  0.031T 1.00    503.7   503.7   10.39    -  
0.3L    :  26.80
  4358.9    55.4  4.774  262.8    5.3   4.50   5556.2  0.031T 1.00    350.2   350.2   15.87    -  
0.4L    :  35.90
  4978.2    58.4  4.774  263.1    5.3   4.51   5881.2  0.031T 1.00    275.9   275.9   21.32    -  
0.5L    :  45.00
  5159.4    58.4  4.774  263.1    5.3   4.51   5881.2  0.031T 1.00    241.4   241.4   24.37    -  
0.6L    :  54.10
  4978.2    58.4  4.774  263.1    5.3   4.51   5881.2  0.031T 1.00    275.9   275.9   21.32    -  
0.7L    :  63.20
  4358.9    55.4  4.774  262.8    5.3   4.50   5556.2  0.031T 1.00    350.2   350.2   15.87    -  
0.8L    :  72.30
  3319.9    52.4  4.774  262.4    5.3   4.49   5231.2  0.031T 1.00    503.7   503.7   10.39    -  
0.9L    :  81.40
  1827.4    49.3  4.223  262.8    4.7   3.98   4378.6  0.036T 1.00       -       -     -     -  
H/2     :  87.41
   593.8    47.3  3.091  264.5    3.4   2.93   3124.2  0.049T 1.00       -       -     -     -  
Transfer:  87.50
   573.0    47.3  3.073  264.5    3.4   2.92   3105.1  0.050T 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 1-11; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.015
        M   2.00 Fb     0.217
 
  2   2 E  50.50 Ft     0.411
        M   6.00 Fb     0.130
 
  3   2 E  48.50 Ft     0.784
        M   4.00 Fb     0.062
 
  4   2 E  46.50 Ft     1.133
        M   2.00 Fb     0.013
 
  5   2 E   6.00 Ft     1.050
        M   6.00 Fb     0.308
 
  6   2 E   6.00 Ft     0.966
        M   6.00 Fb     0.604
 
  7   2 E   4.00 Ft     0.859
        M   4.00 Fb     0.919
 
  8   2 E   4.00 Ft     0.752
        M   4.00 Fb     1.234
 
  9   2 E   4.00 Ft     0.644
        M   4.00 Fb     1.549
 
 10   2 E   2.00 Ft     0.514
        M   2.00 Fb     1.882
 
 11   2 E   2.00 Ft     0.383
        M   2.00 Fb     2.215
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 91.00            Release Length, ft: 91.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  22
No. of strands, Draped:   6           No. of strands, Straight:  16
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  7.42 %               Final losses: 14.03 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.488   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.008   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)                  5881.21     5159.36     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   0.171     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.608     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.764    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   1.227     Midspan
    Pre.Bot:                                                             2.000   0.735    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.577  1.80      4.638  2.20      5.669
Self Wt.       :      -1.114  1.85     -2.061  2.40     -2.674
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.463            2.577            2.995
 
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

