 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTB40 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 40 feet, girder spacing is 9.25 feet, and deck overhang width is 3 feet 
                     and 6 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 from11 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 1.5 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 two rails 
                     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 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     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 are no hold-down points as only straight strands are used.
                     (9) The beam lifting and supporting points are both assumed are 2 feet and 2 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 4.5 ksi and 5 ksi, respectively.
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_b39e.tmp\BTB40\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       44.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.834
Number of spans         =            1
Number of lanes         =            3
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       34.000
Bridge c/s,MI(Ixx), in4 =   1453494.75
 
SPAN DATA
---------
Precast length    , ft =     41.333
Bearing-to-bearing, ft =     40.000
Release span      , ft =     41.333
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTB    3.500    631.7    99980.0  36.00  17.14  34.00   8.125
 2               IA-BTB    9.250    631.7    99980.0  36.00  17.14  34.00   9.250
 3               IA-BTB    9.250    631.7    99980.0  36.00  17.14  34.00   9.250
 4               IA-BTB    9.250    631.7    99980.0  36.00  17.14  34.00   9.250
 5               IA-BTB    9.250    631.7    99980.0  36.00  17.14  34.00   8.125
 
 
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      =   4592.230        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      4.500 
Eci ,ksi      =   4435.310
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Straight Pattern
     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: YES
------------------------------------------------
Left Barrier Weight, klf                 0.650
Right Barrier Weight, klf                0.650
Left Curb Weight, klf                    0.000
Right Curb Weight, klf                   0.000
Left Sidewalk, klf                       0.000
Right Sidewalk, klf                      0.000
Future Wearing Surface, ksf              0.020
Sacrificial Wearing Surface, in          0.750
Stay in Place Deck Forms, klf            0.000
 
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        0.035    0.00       0.035   40.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   40.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   40.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   40.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   40.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   40.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   40.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   40.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   40.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   40.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   40.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   20.000
   1    2        0.500   20.000
   1    3        0.500   20.000
   1    4        0.500   20.000
   1    5        0.250   20.000
 
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   40.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   40.00   Right Barrier Weight
   1    DW Area        0.020   40.83          -       -    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    0.088     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          4435.3 ksi 
  Max comp              2.93 ksi 
  Max tens             -0.19 ksi 
  Max tens,  w/reinf   -0.51 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      5.00 ksi    4.00 ksi 
  Elasticity 4592.23 ksi 4266.22 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:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.33 in):
 
  8 @  2.000 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#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  4.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  4.1250  4.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.6667  6.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  6.1667  8.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  8.1667 13.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 13.1667 28.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 28.1667 33.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 33.1667 35.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 35.1667 36.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 36.6667 37.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 37.2083 41.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 41.2083 41.3333 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 41.3330       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:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.33 in):
 
  8 @  2.000 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#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  4.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  4.1250  4.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.6667  6.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  6.1667  8.1667 Yes       
       2 US#5[M16]  60.0  0.62  15.00*  8.1667 13.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 13.1667 28.1667 Yes       
       2 US#5[M16]  60.0  0.62  15.00* 28.1667 33.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 33.1667 35.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 35.1667 36.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 36.6667 37.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 37.2083 41.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 41.2083 41.3333 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)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 41.3330       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:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.33 in):
 
  8 @  2.000 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#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  4.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  4.1250  4.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.6667  6.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  6.1667  8.1667 Yes       
       2 US#5[M16]  60.0  0.62  15.00*  8.1667 13.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 13.1667 28.1667 Yes       
       2 US#5[M16]  60.0  0.62  15.00* 28.1667 33.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 33.1667 35.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 35.1667 36.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 36.6667 37.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 37.2083 41.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 41.2083 41.3333 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)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 41.3330       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:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.33 in):
 
  8 @  2.000 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#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  4.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  4.1250  4.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.6667  6.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  6.1667  8.1667 Yes       
       2 US#5[M16]  60.0  0.62  15.00*  8.1667 13.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 13.1667 28.1667 Yes       
       2 US#5[M16]  60.0  0.62  15.00* 28.1667 33.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 33.1667 35.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 35.1667 36.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 36.6667 37.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 37.2083 41.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 41.2083 41.3333 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)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 41.3330       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:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.33 in):
 
  8 @  2.000 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#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  4.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  4.1250  4.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.6667  6.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  6.1667  8.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  8.1667 13.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 13.1667 28.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 28.1667 33.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 33.1667 35.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 35.1667 36.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 36.6667 37.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 37.2083 41.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 41.2083 41.3333 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 41.3330       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-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 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     =  34.000 in
Effective width  =  97.500 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       0.035      0.00       0.035   40.00
     DC  Line       0.052      0.00       0.052   40.00
     DC  Line       0.076      0.00       0.076   40.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    20.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 41.333 ft
Release length = 41.333 ft
Design  length = 40.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.848   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.927   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.021   (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                  =        631.7 in2           1349.5 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           283735 in4#
Ht. of c.g.           =        17.14 in             29.45 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1462.8 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9290

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     2.33     1.84     3.47     7.60    11.73    15.87    20.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    634.8    645.8    643.5    645.8    645.8    645.8    645.8    645.8
  Yb      ,  in    17.07    16.84    16.89    16.84    16.84    16.84    16.84    16.84
  MI(Ixx) , in4   100576   102614   102192   102614   102614   102614   102614   102614
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1352.5   1363.0   1360.8   1363.0   1363.0   1363.0   1363.0   1363.0
  Yb      ,  in    29.39    29.19    29.23    29.19    29.19    29.19    29.19    29.19
  MI(Ixx) , in4   285785   292890   291408   292890   292890   292890   292890   292890

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.19 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 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:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.33 in):
     8 @  2.000 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     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.888 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.860 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.089 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)       
-------------------------------------------------------------------------------------
       496.000         740 367.040      6.716 27198.232   389.586     261.635        
 
 
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#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      4.1250    Yes
      2      US#6[M19]       60.00        0.88       6.50       4.1250      4.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.6667      6.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       6.1667      8.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00       8.1667     13.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      13.1667     28.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      28.1667     33.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      33.1667     35.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      35.1667     36.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      36.6667     37.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      37.2083     41.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      41.2083     41.3333     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 41.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg =  3.33 in
         P_init    =      510.4 kips  Ecc = 13.81 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.07 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.411 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.92 ksi    0.00 ksi
    due to Composite Loads                                 -0.60 ksi    0.00 ksi
    due to Live Loads                                      -3.24 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                         7.35 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.07 ksi  ( 4.63 %)            14.89 ksi ( 7.60 %)
Total Prestress Losses                                    23.96 ksi (12.22 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.1 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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
Self wt.  : M       0.0    28.9    23.1    41.7    81.0   109.1   126.0   131.6
(Max)       V      13.2    11.6    11.9    10.9     8.2     5.4     2.7     0.0
DL-Prec.  : M       0.0     7.2     5.8    10.4    20.1    27.1    31.3    32.7
DC(Max)     V       3.3     2.9     3.0     2.7     2.0     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    35.4    28.3    51.0    99.1   133.5   154.1   161.0
Haunch (Max)V      16.1    14.2    14.6    13.3    10.0     6.7     3.3     0.0
Diaphragm : M       0.0     0.3     0.2     0.4     1.0     1.5     2.0     2.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.0    10.4    18.7    36.4    49.1    56.7    59.2
DC(Max)     V       5.9     5.2     5.4     4.9     3.7     2.4     1.2     0.0
DL-Comp   : M       0.0     7.2     5.7    10.3    20.1    27.1    31.3    32.7
DW(Max)     V       3.3     2.9     3.0     2.7     2.0     1.4     0.7     0.0
LL + I    : M+      0.0   155.3   124.7   221.9   416.3   534.4   601.2   615.8
            V      88.0    79.9    81.6    76.0    63.5    51.0    39.1    30.6
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    88.0    79.9    81.6    76.0    63.8    52.0    42.1    33.8
            M      -0.0   156.5   126.1   221.9   402.3   506.8   553.8   561.5
Total     : M+      0.0   247.2   198.3   354.4   674.1   881.7  1002.6  1035.4
            V     129.9   116.9   119.6   110.6    89.5    68.4    47.8    30.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   129.9   116.9   119.6   110.6    89.8    69.4    50.8    33.9
            M      -0.0   248.4   199.7   354.4   660.1   854.1   955.2   981.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.13   28.27   32.40   36.53   38.16   37.67   40.00
Self wt.  : M     126.0   109.1    81.0    41.7    23.1    28.9     0.0
(Max)       V       2.7     5.4     8.2    10.9    11.9    11.6    13.2
DL-Prec.  : M      31.3    27.1    20.1    10.4     5.8     7.2     0.0
DC(Max)     V       0.7     1.4     2.0     2.7     3.0     2.9     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
Deck +    : M     154.1   133.5    99.1    51.0    28.3    35.4     0.0
Haunch (Max)V       3.3     6.7    10.0    13.3    14.6    14.2    16.1
Diaphragm : M       2.0     1.5     1.0     0.4     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      56.7    49.1    36.4    18.7    10.4    13.0     0.0
DC(Max)     V       1.2     2.4     3.7     4.9     5.4     5.2     5.9
DL-Comp   : M      31.3    27.1    20.1    10.3     5.7     7.2     0.0
DW(Max)     V       0.7     1.4     2.0     2.7     3.0     2.9     3.3
LL + I    : M+    601.2   534.4   416.3   221.9   124.7   155.3     0.0
            V      39.1    51.0    63.5    76.0    81.6    79.9    88.0
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    42.1    52.0    63.8    76.0    81.6    79.9    88.0
            M     553.8   506.8   402.3   221.9   126.1   156.5    -0.0
Total     : M+   1002.6   881.7   674.1   354.4   198.3   247.2     0.0
            V      47.8    68.4    89.5   110.6   119.6   116.9   129.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    50.8    69.4    89.8   110.6   119.6   116.9   129.9
            M     955.2   854.1   660.1   354.4   199.7   248.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               13.2             13.2
Deck+Haunch            16.1             16.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.3              3.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           29.6             29.6
DL-Comp.(DW)           16.3             16.3
Live                   68.0             68.0
        Truck          55.2             55.2
        Lane           12.8             12.8
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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
Self wt.  : M       0.0    28.9    23.1    41.7    81.0   109.1   126.0   131.6
(Max)       V      13.2    11.6    11.9    10.9     8.2     5.4     2.7     0.0
DL-Prec.  : M       0.0     7.2     5.8    10.4    20.1    27.1    31.3    32.7
DC(Max)     V       3.3     2.9     3.0     2.7     2.0     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    35.4    28.3    51.0    99.1   133.5   154.1   161.0
Haunch (Max)V      16.1    14.2    14.6    13.3    10.0     6.7     3.3     0.0
Diaphragm : M       0.0     0.3     0.2     0.4     1.0     1.5     2.0     2.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.0    10.4    18.7    36.4    49.1    56.7    59.2
DC(Max)     V       5.9     5.2     5.4     4.9     3.7     2.4     1.2     0.0
DL-Comp   : M       0.0     7.2     5.7    10.3    20.1    27.1    31.3    32.7
DW(Max)     V       3.3     2.9     3.0     2.7     2.0     1.4     0.7     0.0
LL + I    : M+      0.0   124.2    99.8   177.5   333.1   427.5   481.0   492.6
            V      70.4    63.9    65.3    60.8    50.8    40.8    31.3    24.4
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    70.4    63.9    65.3    60.8    51.0    41.6    33.6    27.1
            M      -0.0   125.2   100.8   177.5   321.9   405.4   443.1   449.2
Total     : M+      0.0   216.2   173.4   310.1   590.8   774.8   882.3   912.3
            V     112.3   100.9   103.3    95.4    76.8    58.2    40.0    24.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   112.3   100.9   103.3    95.4    77.0    59.0    42.4    27.2
            M      -0.0   217.1   174.4   310.1   579.6   752.8   844.4   868.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.13   28.27   32.40   36.53   38.16   37.67   40.00
Self wt.  : M     126.0   109.1    81.0    41.7    23.1    28.9     0.0
(Max)       V       2.7     5.4     8.2    10.9    11.9    11.6    13.2
DL-Prec.  : M      31.3    27.1    20.1    10.4     5.8     7.2     0.0
DC(Max)     V       0.7     1.4     2.0     2.7     3.0     2.9     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
Deck +    : M     154.1   133.5    99.1    51.0    28.3    35.4     0.0
Haunch (Max)V       3.3     6.7    10.0    13.3    14.6    14.2    16.1
Diaphragm : M       2.0     1.5     1.0     0.4     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      56.7    49.1    36.4    18.7    10.4    13.0     0.0
DC(Max)     V       1.2     2.4     3.7     4.9     5.4     5.2     5.9
DL-Comp   : M      31.3    27.1    20.1    10.3     5.7     7.2     0.0
DW(Max)     V       0.7     1.4     2.0     2.7     3.0     2.9     3.3
LL + I    : M+    481.0   427.5   333.1   177.5    99.8   124.2     0.0
            V      31.3    40.8    50.8    60.8    65.3    63.9    70.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    33.6    41.6    51.0    60.8    65.3    63.9    70.4
            M     443.1   405.4   321.9   177.5   100.8   125.2    -0.0
Total     : M+    882.3   774.8   590.8   310.1   173.4   216.2     0.0
            V      40.0    58.2    76.8    95.4   103.3   100.9   112.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    42.4    59.0    77.0    95.4   103.3   100.9   112.3
            M     844.4   752.8   579.6   310.1   174.4   217.1    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    3.47    7.60   11.73   15.87   20.00
Self wt.  : M       0.0    36.1    28.9    52.1   101.3   136.4   157.5   164.5
(Max)       V      16.5    14.5    14.9    13.6    10.2     6.8     3.4     0.0
Self wt.  : M       0.0    26.0    20.8    37.5    72.9    98.2   113.4   118.4
(Min)       V      11.8    10.5    10.8     9.8     7.3     4.9     2.4     0.0
DL-Prec.  : M       0.0     9.0     7.2    12.9    25.2    33.9    39.1    40.9
DC(Max)     V       4.1     3.6     3.7     3.4     2.5     1.7     0.8     0.0
DL-Prec.  : M       0.0     6.5     5.2     9.3    18.1    24.4    28.2    29.4
DC(Min)     V       2.9     2.6     2.7     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    44.2    35.4    63.7   123.9   166.8   192.6   201.2
Haunch (Max)V      20.1    17.8    18.3    16.6    12.5     8.3     4.2     0.0
Deck +    : M       0.0    31.8    25.5    45.9    89.2   120.1   138.7   144.9
Haunch (Min)V      14.5    12.8    13.2    12.0     9.0     6.0     3.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.5     1.2     1.8     2.5     3.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.4     0.9     1.3     1.8     2.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    16.3    13.0    23.4    45.6    61.4    70.8    74.0
DC(Max)     V       7.4     6.5     6.7     6.1     4.6     3.1     1.5     0.0
DL-Comp   : M       0.0    11.7     9.4    16.9    32.8    44.2    51.0    53.3
DC(Min)     V       5.3     4.7     4.8     4.4     3.3     2.2     1.1     0.0
DL-Comp   : M       0.0    10.8     8.6    15.5    30.2    40.6    46.9    49.0
DW(Max)     V       4.9     4.3     4.4     4.1     3.0     2.0     1.0     0.0
DL-Comp   : M       0.0     4.7     3.7     6.7    13.1    17.6    20.3    21.2
DW(Min)     V       2.1     1.9     1.9     1.8     1.3     0.9     0.4     0.0
LL + I    : M+      0.0   271.8   218.3   388.4   728.6   935.2  1052.2  1077.6
            V     154.1   139.9   142.9   133.0   111.1    89.3    68.4    53.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   154.1   139.9   142.9   133.0   111.6    91.1    73.6    59.2
            M      -0.0   273.8   220.6   388.4   704.1   886.9   969.2   982.7
Total     : M+      0.0   388.5   311.7   556.6  1055.8  1376.1  1561.6  1610.3
            V     207.2   186.8   191.1   176.9   144.1   111.4    79.5    53.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   207.2   186.8   191.1   176.9   144.6   113.1    84.7    59.3
            M      -0.0   390.5   314.0   556.6  1031.3  1327.8  1478.7  1515.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.13   28.27   32.40   36.53   38.16   37.67   40.00
Self wt.  : M     157.5   136.4   101.3    52.1    28.9    36.1     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.9    14.5    16.5
Self wt.  : M     113.4    98.2    72.9    37.5    20.8    26.0     0.0
(Min)       V       2.4     4.9     7.3     9.8    10.8    10.5    11.8
DL-Prec.  : M      39.1    33.9    25.2    12.9     7.2     9.0     0.0
DC(Max)     V       0.8     1.7     2.5     3.4     3.7     3.6     4.1
DL-Prec.  : M      28.2    24.4    18.1     9.3     5.2     6.5     0.0
DC(Min)     V       0.6     1.2     1.8     2.4     2.7     2.6     2.9
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
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     192.6   166.8   123.9    63.7    35.4    44.2     0.0
Haunch (Max)V       4.2     8.3    12.5    16.6    18.3    17.8    20.1
Deck +    : M     138.7   120.1    89.2    45.9    25.5    31.8     0.0
Haunch (Min)V       3.0     6.0     9.0    12.0    13.2    12.8    14.5
Diaphragm : M       2.5     1.8     1.2     0.5     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       1.8     1.3     0.9     0.4     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      70.8    61.4    45.6    23.4    13.0    16.3     0.0
DC(Max)     V       1.5     3.1     4.6     6.1     6.7     6.5     7.4
DL-Comp   : M      51.0    44.2    32.8    16.9     9.4    11.7     0.0
DC(Min)     V       1.1     2.2     3.3     4.4     4.8     4.7     5.3
DL-Comp   : M      46.9    40.6    30.2    15.5     8.6    10.8     0.0
DW(Max)     V       1.0     2.0     3.0     4.1     4.4     4.3     4.9
DL-Comp   : M      20.3    17.6    13.1     6.7     3.7     4.7     0.0
DW(Min)     V       0.4     0.9     1.3     1.8     1.9     1.9     2.1
LL + I    : M+   1052.2   935.2   728.6   388.4   218.3   271.8     0.0
            V      68.4    89.3   111.1   133.0   142.9   139.9   154.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    73.6    91.1   111.6   133.0   142.9   139.9   154.1
            M     969.2   886.9   704.1   388.4   220.6   273.8    -0.0
Total     : M+   1561.6  1376.1  1055.8   556.6   311.7   388.5     0.0
            V      79.5   111.4   144.1   176.9   191.1   186.8   207.2
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    84.7   113.1   144.6   176.9   191.1   186.8   207.2
            M    1478.7  1327.8  1031.3   556.6   314.0   390.5    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.5             16.5
Deck+Haunch            20.1             20.1
Diaphragm               0.2              0.2
DL-Prec.(DC)            4.1              4.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.0             37.0
DL-Comp.(DW)           24.5             24.5
Live                  119.0            119.0
        Truck          96.6             96.6
        Lane           22.4             22.4
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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
Self wt.  : M       0.0    28.9    23.1    41.7    81.0   109.1   126.0   131.6
(Max)       V      13.2    11.6    11.9    10.9     8.2     5.4     2.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     7.2     5.8    10.4    20.1    27.1    31.3    32.7
DC(Max)     V       3.3     2.9     3.0     2.7     2.0     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    35.4    28.3    51.0    99.1   133.5   154.1   161.0
Haunch (Max)V      16.1    14.2    14.6    13.3    10.0     6.7     3.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.2     0.4     1.0     1.5     2.0     2.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    13.0    10.4    18.7    36.4    49.1    56.7    59.2
DC(Max)     V       5.9     5.2     5.4     4.9     3.7     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
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     7.2     5.7    10.3    20.1    27.1    31.3    32.7
DW(Max)     V       3.3     2.9     3.0     2.7     2.0     1.4     0.7     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   130.8   104.9   187.5   357.3   476.1   541.6   553.9
            V      82.2    73.3    75.2    69.0    60.0    51.8    43.6    35.3
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    82.2    73.3    75.2    69.0    60.0    51.8    43.6    35.3
            M       0.0   130.8   104.9   187.5   357.3   476.1   541.6   553.9
Total     : M+      0.0   222.7   178.5   320.1   615.1   823.4   942.9   973.5
            V     124.0   110.3   113.2   103.7    86.0    69.2    52.3    35.5
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   124.0   110.3   113.2   103.7    86.0    69.2    52.3    35.5
            M       0.0   222.7   178.5   320.1   615.1   823.4   942.9   973.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.13   28.27   32.40   36.53   38.16   37.67   40.00
Self wt.  : M     126.0   109.1    81.0    41.7    23.1    28.9     0.0
(Max)       V       2.7     5.4     8.2    10.9    11.9    11.6    13.2
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      31.3    27.1    20.1    10.4     5.8     7.2     0.0
DC(Max)     V       0.7     1.4     2.0     2.7     3.0     2.9     3.3
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     154.1   133.5    99.1    51.0    28.3    35.4     0.0
Haunch (Max)V       3.3     6.7    10.0    13.3    14.6    14.2    16.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       2.0     1.5     1.0     0.4     0.2     0.3     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      56.7    49.1    36.4    18.7    10.4    13.0     0.0
DC(Max)     V       1.2     2.4     3.7     4.9     5.4     5.2     5.9
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      31.3    27.1    20.1    10.3     5.7     7.2     0.0
DW(Max)     V       0.7     1.4     2.0     2.7     3.0     2.9     3.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    541.6   476.1   357.3   187.5   104.9   130.8     0.0
            V      43.6    51.8    60.0    69.0    75.2    73.3    82.2
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    43.6    51.8    60.0    69.0    75.2    73.3    82.2
            M     541.6   476.1   357.3   187.5   104.9   130.8     0.0
Total     : M+    942.9   823.4   615.1   320.1   178.5   222.7     0.0
            V      52.3    69.2    86.0   103.7   113.2   110.3   124.0
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    52.3    69.2    86.0   103.7   113.2   110.3   124.0
            M     942.9   823.4   615.1   320.1   178.5   222.7     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.13    8.27   12.40   16.53   20.67
 
Beam-Self
Precast-top    0.085   0.113   0.202   0.265   0.302   0.315 
Bottom        -0.075  -0.100  -0.177  -0.232  -0.266  -0.277 
 
Prestress
Precast-top   -0.497  -0.497  -0.497  -0.497  -0.497  -0.497 
Bottom         1.921   1.921   1.921   1.921   1.921   1.921 
 
Total
Precast-top   -0.412  -0.384  -0.295  -0.232  -0.195  -0.182 
Bottom         1.847   1.822   1.744   1.689   1.656   1.645 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.54 %)
             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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
 
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   0.012   0.009   0.017   0.032   0.044   0.050   0.053 
Precast-top   -0.103  -0.278  -0.241  -0.205   0.022   0.184   0.282   0.316 
Bottom         0.396   1.554   1.316   1.481   1.255   1.094   0.997   0.964 
 

 
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    4.13    8.27   12.40   16.53   20.67
 
Beam-Self
Precast-top    0.085   0.113   0.202   0.265   0.302   0.315 
Bottom        -0.075  -0.100  -0.177  -0.232  -0.266  -0.277 
 
Prestress
Precast-top   -0.497  -0.497  -0.497  -0.497  -0.497  -0.497 
Bottom         1.921   1.921   1.921   1.921   1.921   1.921 
 
Total
Precast-top   -0.412  -0.384  -0.295  -0.232  -0.195  -0.182 
Bottom         1.847   1.822   1.744   1.689   1.656   1.645 
 
As_top  , in2  1.408   1.268   0.851   0.572   0.417   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.54 %)
             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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
 
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 : 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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
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   0.065   0.116   0.221   0.295   0.336   0.344 
Precast-top   -0.051  -0.103  -0.091  -0.050   0.111   0.225   0.292   0.312 
Bottom         0.198   0.620   0.532   0.516   0.200  -0.022  -0.149  -0.181 
 

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 :   0.67
    207.2    6.5   40.9    0.382   0.0   6.00e-3 50.0    213.9     1.250    1.760      0.00
      0.0    0.3   40.8     42.0 0.174      16.3 0.87    12.00     0.092    1.379 
Transfer:   3.00
    186.8    6.5   40.9    1.720   0.0   0.99e-3 32.5    156.7     0.496    1.760      0.00
    390.5    1.4   40.2    189.0 0.159      50.9 2.76    12.00     0.092    1.574 
Critical:   4.02
    177.8    6.5   40.9    1.822   0.0   0.22e-3 29.8    121.4     0.345    1.760      0.00
    540.9    1.5   40.2    189.0 0.151      76.2 4.13    12.00     0.092    1.652 
0.1L    :   4.13
    176.9    6.5   40.9    1.833   0.0   0.14e-3 29.5    116.5     0.328    1.625      0.00
    556.6    1.5   40.2    189.0 0.151      80.1 4.34    12.00     0.092    1.661 
0.2L    :   8.27
    144.6    6.5   40.9    2.244   0.0   0.47e-3 30.6     95.2     0.282    0.496      0.00
   1031.3    1.8   40.0    189.0 0.124      65.4 3.56    24.00     0.092    1.450 
0.3L    :  12.40
    113.1    6.5   40.9    2.604   0.0   0.28e-3 30.0     52.9     0.153    0.496      0.00
   1327.8    2.1   39.9    189.0 0.097      72.8 3.97    24.00     0.092    1.944 
0.4L    :  16.53
     84.7    6.5   40.9    2.604   0.0   0.51e-3 30.8     30.4     0.092    0.413      0.00
   1478.7    2.1   39.9    189.0 0.073      63.7 3.48    24.00     0.092    2.148 
0.5L    :  20.67
     59.3    6.5   40.9    2.604   0.0   0.31e-3 30.1      0.0     0.092    0.413      0.00
   1515.4    2.1   39.9    189.0 0.051      71.2 3.89    24.00     0.092    3.236 
0.6L    :  24.80
     84.7    6.5   40.9    2.604   0.0   0.51e-3 30.8     30.4     0.092    0.413      0.00
   1478.7    2.1   39.9    189.0 0.073      63.7 3.48    24.00     0.092    2.148 
0.7L    :  28.93
    113.1    6.5   40.9    2.604   0.0   0.28e-3 30.0     52.9     0.153    0.496      0.00
   1327.8    2.1   39.9    189.0 0.097      72.8 3.97    24.00     0.092    1.944 
0.8L    :  33.07
    144.6    6.5   40.9    2.244   0.0   0.47e-3 30.6     95.2     0.282    0.496      0.00
   1031.3    1.8   40.0    189.0 0.124      65.4 3.56    24.00     0.092    1.450 
0.9L    :  37.20
    176.9    6.5   40.9    1.833   0.0   0.14e-3 29.5    116.5     0.328    1.625      0.00
    556.6    1.5   40.2    189.0 0.151      80.1 4.34    12.00     0.092    1.661 
Critical:  37.32
    177.8    6.5   40.9    1.822   0.0   0.22e-3 29.8    121.4     0.345    1.760      0.00
    540.9    1.5   40.2    189.0 0.151      76.2 4.13    12.00     0.092    1.652 
Transfer:  38.33
    186.8    6.5   40.9    1.720   0.0   0.99e-3 32.5    156.7     0.496    1.760      0.00
    390.5    1.4   40.2    189.0 0.159      50.9 2.76    12.00     0.092    1.574 
Bearing :  40.67
    207.2    6.5   40.9    0.382   0.0   6.00e-3 50.0    213.9     1.250    1.760      0.00
      0.0    0.3   40.8     42.0 0.174      16.3 0.87    12.00     0.092    1.379 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    1.02
 
 
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 = 30.00(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
    207.2      5.65     40.92    0.31       40.76    24.00      0.300      1.133      0.000      1.760 
Transfer:      2.33
    186.8      5.16     40.92    1.39       40.22    24.00      0.300      0.970      0.000      1.760 
Critical:      3.35
    178.0      4.92     40.92    1.47       40.18    24.00      0.300      0.890      0.000      1.760 
0.1L    :      3.47
    176.9      4.89     40.92    1.48       40.18    24.00      0.300      0.881      0.000      1.625 
0.2L    :      7.60
    144.6      4.01     40.92    1.80       40.02    24.00      0.300      0.588      0.000      0.496 
0.3L    :     11.73
    113.1      3.15     40.92    2.09       39.87    24.00      0.300      0.301      0.000      0.496 
0.4L    :     15.87
     84.7      2.36     40.92    2.09       39.87    24.00      0.300      0.037      0.000      0.413 
0.5L    :     20.00
     59.3      1.65     40.92    2.09       39.87    24.00      0.300      0.000      0.000      0.413 
0.6L    :     24.13
     84.7      2.36     40.92    2.09       39.87    24.00      0.300      0.037      0.000      0.413 
0.7L    :     28.27
    113.1      3.15     40.92    2.09       39.87    24.00      0.300      0.301      0.000      0.496 
0.8L    :     32.40
    144.6      4.01     40.92    1.80       40.02    24.00      0.300      0.588      0.000      0.496 
0.9L    :     36.53
    176.9      4.89     40.92    1.48       40.18    24.00      0.300      0.881      0.000      1.625 
Critical:     36.65
    178.0      4.92     40.92    1.47       40.18    24.00      0.300      0.890      0.000      1.760 
Transfer:     37.67
    186.8      5.16     40.92    1.39       40.22    24.00      0.300      0.970      0.000      1.760 
Bearing :     40.00
    207.2      5.65     40.92    0.31       40.76    24.00      0.300      1.133      0.000      1.760 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.47 ft
Prestress      :       0.164  1.80      0.296  2.20      0.362
Self Wt.       :      -0.030  1.85     -0.055  2.40     -0.072
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          :       0.135            0.241            0.290
 
At 0.2 x L = 7.60 ft
Prestress      :       0.295  1.80      0.531  2.20      0.649
Self Wt.       :      -0.056  1.85     -0.104  2.40     -0.135
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          :       0.238            0.426            0.513
 
At 0.3 x L = 11.73 ft
Prestress      :       0.388  1.80      0.698  2.20      0.854
Self Wt.       :      -0.077  1.85     -0.143  2.40     -0.185
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          :       0.311            0.556            0.668
 
At 0.4 x L = 15.87 ft
Prestress      :       0.444  1.80      0.799  2.20      0.976
Self Wt.       :      -0.090  1.85     -0.167  2.40     -0.217
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          :       0.353            0.632            0.759
 
At 0.5 x L = 20.00 ft
Prestress      :       0.462  1.80      0.832  2.20      1.017
Self Wt.       :      -0.095  1.85     -0.176  2.40     -0.228
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          :       0.368            0.657            0.790
 
At 0.6 x L = 24.13 ft
Prestress      :       0.444  1.80      0.799  2.20      0.976
Self Wt.       :      -0.090  1.85     -0.167  2.40     -0.217
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          :       0.353            0.632            0.759
 
At 0.7 x L = 28.27 ft
Prestress      :       0.388  1.80      0.698  2.20      0.854
Self Wt.       :      -0.077  1.85     -0.143  2.40     -0.185
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          :       0.311            0.556            0.668
 
At 0.8 x L = 32.40 ft
Prestress      :       0.295  1.80      0.531  2.20      0.649
Self Wt.       :      -0.056  1.85     -0.104  2.40     -0.135
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          :       0.238            0.426            0.513
 
At 0.9 x L = 36.53 ft
Prestress      :       0.164  1.80      0.296  2.20      0.362
Self Wt.       :      -0.030  1.85     -0.055  2.40     -0.072
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          :       0.135            0.241            0.290
 

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:   2.33
   388.5    40.9  1.720  267.0    1.6   1.39   1539.5  0.075T 1.00       -       -     -     -  
H/2     :   1.84
   311.7    40.9  1.439  267.5    1.4   1.16   1294.2  0.090T 1.00       -       -     -     -  
0.1L    :   3.47
   556.6    40.9  1.833  266.8    1.7   1.48   1637.3  0.070T 1.00       -       -     -     -  
0.2L    :   7.60
  1055.8    40.9  2.244  266.1    2.1   1.80   1991.0  0.057T 1.00       -       -     -     -  
0.3L    :  11.73
  1376.1    40.9  2.604  265.5    2.5   2.09   2297.0  0.049T 1.00       -       -     -     -  
0.4L    :  15.87
  1561.6    40.9  2.604  265.5    2.5   2.09   2297.0  0.049T 1.00    515.4   515.4    4.46    -  
0.5L    :  20.00
  1610.3    40.9  2.604  265.5    2.5   2.09   2297.0  0.049T 1.00    506.1   506.1    4.54    -  
0.6L    :  24.13
  1561.6    40.9  2.604  265.5    2.5   2.09   2297.0  0.049T 1.00    515.4   515.4    4.46    -  
0.7L    :  28.27
  1376.1    40.9  2.604  265.5    2.5   2.09   2297.0  0.049T 1.00    542.7   542.7    4.23    -  
0.8L    :  32.40
  1055.8    40.9  2.244  266.1    2.1   1.80   1991.0  0.057T 1.00       -       -     -     -  
0.9L    :  36.53
   556.6    40.9  1.833  266.8    1.7   1.48   1637.3  0.070T 1.00       -       -     -     -  
H/2     :  38.16
   311.7    40.9  1.439  267.5    1.4   1.16   1294.2  0.090T 1.00       -       -     -     -  
Transfer:  37.67
   388.5    40.9  1.720  267.0    1.6   1.39   1539.5  0.075T 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 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.019
        M   2.00 Fb     0.264
 
  2   2 E   6.00 Ft    -0.060
        M   6.00 Fb     0.547
 
  3   2 E   6.00 Ft    -0.100
        M   6.00 Fb     0.830
 
  4   2 E   2.00 Ft    -0.204
        M   2.00 Fb     1.169
 
  5   2 E   2.00 Ft    -0.308
        M   2.00 Fb     1.508
 
  6   2 E   2.00 Ft    -0.412
        M   2.00 Fb     1.847
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 41.33            Release Length, ft: 41.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.63 %               Final losses: 12.22 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.847     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.412       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  2297.00     1610.31     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       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   0.053     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.316     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.554    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.312     Midspan
    Pre.Bot:                                                             2.000   0.620    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  20.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.462  1.80      0.832  2.20      1.017
Self Wt.       :      -0.095  1.85     -0.176  2.40     -0.228
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          :       0.368            0.657            0.790
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 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     =  34.000 in
Effective width  = 111.000 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       0.035      0.00       0.035   40.00
     DC  Line       0.087      0.00       0.087   40.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    20.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 41.333 ft
Release length = 41.333 ft
Design  length = 40.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.866   (Calculated)    
Live Moment (1  lane  loaded)  : 0.647   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.166   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.933   (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                  =        631.7 in2           1446.7 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           295043 in4#
Ht. of c.g.           =        17.14 in             30.18 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1571.8 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9290

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     2.33     1.84     3.47     7.60    11.73    15.87    20.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    634.8    645.8    643.5    645.8    645.8    645.8    645.8    645.8
  Yb      ,  in    17.07    16.84    16.89    16.84    16.84    16.84    16.84    16.84
  MI(Ixx) , in4   100576   102614   102192   102614   102614   102614   102614   102614
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1449.7   1460.2   1458.0   1460.2   1460.2   1460.2   1460.2   1460.2
  Yb      ,  in    30.13    29.93    29.98    29.93    29.93    29.93    29.93    29.93
  MI(Ixx) , in4   297210   304726   303158   304726   304726   304726   304726   304726

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.19 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 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:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.33 in):
     8 @  2.000 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     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.931 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.913 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.089 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)       
-------------------------------------------------------------------------------------
       496.000         740 367.040      6.716 27198.232   389.586     261.635        
 
 
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#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      4.1250    Yes
      2      US#6[M19]       60.00        0.88       6.50       4.1250      4.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.6667      6.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       6.1667      8.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00*      8.1667     13.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      13.1667     28.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00*     28.1667     33.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      33.1667     35.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      35.1667     36.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      36.6667     37.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      37.2083     41.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      41.2083     41.3333     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)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 41.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg =  3.33 in
         P_init    =      510.4 kips  Ecc = 13.81 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.07 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.411 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.08 ksi    0.00 ksi
    due to Composite Loads                                 -0.60 ksi    0.00 ksi
    due to Live Loads                                      -3.27 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                         7.35 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.07 ksi  ( 4.63 %)            14.71 ksi ( 7.50 %)
Total Prestress Losses                                    23.77 ksi (12.13 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.2 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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
Self wt.  : M       0.0    28.9    23.1    41.7    81.0   109.1   126.0   131.6
(Max)       V      13.2    11.6    11.9    10.9     8.2     5.4     2.7     0.0
DL-Prec.  : M       0.0     5.4     4.3     7.7    15.0    20.3    23.4    24.4
DC(Max)     V       2.4     2.2     2.2     2.0     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.2    32.1    57.9   112.5   151.5   175.0   182.8
Haunch (Max)V      18.3    16.1    16.6    15.1    11.3     7.6     3.8     0.0
Diaphragm : M       0.0     0.6     0.5     0.9     1.9     2.9     4.0     5.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    13.0    10.4    18.7    36.4    49.1    56.7    59.2
DC(Max)     V       5.9     5.2     5.4     4.9     3.7     2.4     1.2     0.0
DL-Comp   : M       0.0     7.2     5.7    10.3    20.1    27.1    31.3    32.7
DW(Max)     V       3.3     2.9     3.0     2.7     2.0     1.4     0.7     0.0
LL + I    : M+      0.0   158.7   127.4   226.8   425.4   546.0   614.3   629.2
            V     100.5    91.3    93.2    86.8    72.5    58.3    44.7    34.9
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   100.5    91.3    93.2    86.8    72.8    59.4    48.0    38.6
            M      -0.0   159.9   128.8   226.8   411.1   517.8   565.9   573.8
Total     : M+      0.0   253.9   203.6   364.0   692.4   906.0  1030.6  1064.8
            V     143.9   129.6   132.6   122.6    99.5    76.3    53.8    35.1
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   143.9   129.6   132.6   122.6    99.8    77.5    57.2    38.9
            M      -0.0   255.1   205.0   364.0   678.1   877.8   982.1  1009.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.13   28.27   32.40   36.53   38.16   37.67   40.00
Self wt.  : M     126.0   109.1    81.0    41.7    23.1    28.9     0.0
(Max)       V       2.7     5.4     8.2    10.9    11.9    11.6    13.2
DL-Prec.  : M      23.4    20.3    15.0     7.7     4.3     5.4     0.0
DC(Max)     V       0.5     1.0     1.5     2.0     2.2     2.2     2.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     175.0   151.5   112.5    57.9    32.1    40.2     0.0
Haunch (Max)V       3.8     7.6    11.3    15.1    16.6    16.1    18.3
Diaphragm : M       4.0     2.9     1.9     0.9     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M      56.7    49.1    36.4    18.7    10.4    13.0     0.0
DC(Max)     V       1.2     2.4     3.7     4.9     5.4     5.2     5.9
DL-Comp   : M      31.3    27.1    20.1    10.3     5.7     7.2     0.0
DW(Max)     V       0.7     1.4     2.0     2.7     3.0     2.9     3.3
LL + I    : M+    614.3   546.0   425.4   226.8   127.4   158.7     0.0
            V      44.7    58.3    72.5    86.8    93.2    91.3   100.5
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    48.0    59.4    72.8    86.8    93.2    91.3   100.5
            M     565.9   517.8   411.1   226.8   128.8   159.9    -0.0
Total     : M+   1030.6   906.0   692.4   364.0   203.6   253.9     0.0
            V      53.8    76.3    99.5   122.6   132.6   129.6   143.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    57.2    77.5    99.8   122.6   132.6   129.6   143.9
            M     982.1   877.8   678.1   364.0   205.0   255.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               13.2             13.2
Deck+Haunch            18.3             18.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            2.4              2.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           29.6             29.6
DL-Comp.(DW)           16.3             16.3
Live                   68.0             68.0
        Truck          55.2             55.2
        Lane           12.8             12.8
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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
Self wt.  : M       0.0    28.9    23.1    41.7    81.0   109.1   126.0   131.6
(Max)       V      13.2    11.6    11.9    10.9     8.2     5.4     2.7     0.0
DL-Prec.  : M       0.0     5.4     4.3     7.7    15.0    20.3    23.4    24.4
DC(Max)     V       2.4     2.2     2.2     2.0     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.2    32.1    57.9   112.5   151.5   175.0   182.8
Haunch (Max)V      18.3    16.1    16.6    15.1    11.3     7.6     3.8     0.0
Diaphragm : M       0.0     0.6     0.5     0.9     1.9     2.9     4.0     5.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    13.0    10.4    18.7    36.4    49.1    56.7    59.2
DC(Max)     V       5.9     5.2     5.4     4.9     3.7     2.4     1.2     0.0
DL-Comp   : M       0.0     7.2     5.7    10.3    20.1    27.1    31.3    32.7
DW(Max)     V       3.3     2.9     3.0     2.7     2.0     1.4     0.7     0.0
LL + I    : M+      0.0   126.9   102.0   181.4   340.3   436.8   491.5   503.3
            V      80.4    73.0    74.6    69.4    58.0    46.6    35.7    27.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    80.4    73.0    74.6    69.4    58.3    47.5    38.4    30.9
            M      -0.0   127.9   103.0   181.4   328.9   414.3   452.7   459.0
Total     : M+      0.0   222.1   178.2   318.6   607.3   796.8   907.7   939.0
            V     123.8   111.3   113.9   105.3    85.0    64.7    44.9    28.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   123.8   111.3   113.9   105.3    85.2    65.6    47.6    31.2
            M      -0.0   223.1   179.2   318.6   595.9   774.3   868.9   894.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.13   28.27   32.40   36.53   38.16   37.67   40.00
Self wt.  : M     126.0   109.1    81.0    41.7    23.1    28.9     0.0
(Max)       V       2.7     5.4     8.2    10.9    11.9    11.6    13.2
DL-Prec.  : M      23.4    20.3    15.0     7.7     4.3     5.4     0.0
DC(Max)     V       0.5     1.0     1.5     2.0     2.2     2.2     2.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     175.0   151.5   112.5    57.9    32.1    40.2     0.0
Haunch (Max)V       3.8     7.6    11.3    15.1    16.6    16.1    18.3
Diaphragm : M       4.0     2.9     1.9     0.9     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M      56.7    49.1    36.4    18.7    10.4    13.0     0.0
DC(Max)     V       1.2     2.4     3.7     4.9     5.4     5.2     5.9
DL-Comp   : M      31.3    27.1    20.1    10.3     5.7     7.2     0.0
DW(Max)     V       0.7     1.4     2.0     2.7     3.0     2.9     3.3
LL + I    : M+    491.5   436.8   340.3   181.4   102.0   126.9     0.0
            V      35.7    46.6    58.0    69.4    74.6    73.0    80.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    38.4    47.5    58.3    69.4    74.6    73.0    80.4
            M     452.7   414.3   328.9   181.4   103.0   127.9    -0.0
Total     : M+    907.7   796.8   607.3   318.6   178.2   222.1     0.0
            V      44.9    64.7    85.0   105.3   113.9   111.3   123.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    47.6    65.6    85.2   105.3   113.9   111.3   123.8
            M     868.9   774.3   595.9   318.6   179.2   223.1    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    3.47    7.60   11.73   15.87   20.00
Self wt.  : M       0.0    36.1    28.9    52.1   101.3   136.4   157.5   164.5
(Max)       V      16.5    14.5    14.9    13.6    10.2     6.8     3.4     0.0
Self wt.  : M       0.0    26.0    20.8    37.5    72.9    98.2   113.4   118.4
(Min)       V      11.8    10.5    10.8     9.8     7.3     4.9     2.4     0.0
DL-Prec.  : M       0.0     6.7     5.4     9.7    18.8    25.3    29.2    30.5
DC(Max)     V       3.1     2.7     2.8     2.5     1.9     1.3     0.6     0.0
DL-Prec.  : M       0.0     4.8     3.9     7.0    13.5    18.2    21.0    22.0
DC(Min)     V       2.2     1.9     2.0     1.8     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    50.2    40.2    72.3   140.6   189.4   218.7   228.5
Haunch (Max)V      22.8    20.2    20.7    18.9    14.2     9.4     4.7     0.0
Deck +    : M       0.0    36.1    28.9    52.1   101.3   136.4   157.5   164.5
Haunch (Min)V      16.4    14.5    14.9    13.6    10.2     6.8     3.4     0.0
Diaphragm : M       0.0     0.7     0.6     1.1     2.4     3.7     5.0     6.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.4     0.8     1.7     2.6     3.6     4.5
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    16.3    13.0    23.4    45.6    61.4    70.8    74.0
DC(Max)     V       7.4     6.5     6.7     6.1     4.6     3.1     1.5     0.0
DL-Comp   : M       0.0    11.7     9.4    16.9    32.8    44.2    51.0    53.3
DC(Min)     V       5.3     4.7     4.8     4.4     3.3     2.2     1.1     0.0
DL-Comp   : M       0.0    10.8     8.6    15.5    30.2    40.6    46.9    49.0
DW(Max)     V       4.9     4.3     4.4     4.1     3.0     2.0     1.0     0.0
DL-Comp   : M       0.0     4.7     3.7     6.7    13.1    17.6    20.3    21.2
DW(Min)     V       2.1     1.9     1.9     1.8     1.3     0.9     0.4     0.0
LL + I    : M+      0.0   277.7   223.0   396.8   744.5   955.5  1075.1  1101.1
            V     176.0   159.8   163.2   151.9   126.9   102.0    78.1    61.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   176.0   159.8   163.2   151.9   127.5   104.0    84.0    67.6
            M      -0.0   279.8   225.4   396.8   719.4   906.2   990.3  1004.1
Total     : M+      0.0   398.5   319.7   571.0  1083.2  1412.3  1603.2  1653.8
            V     230.9   208.3   213.1   197.4   161.1   124.9    89.8    61.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   230.9   208.3   213.1   197.4   161.7   126.9    95.7    67.9
            M      -0.0   400.6   322.1   571.0  1058.2  1363.0  1518.4  1556.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.13   28.27   32.40   36.53   38.16   37.67   40.00
Self wt.  : M     157.5   136.4   101.3    52.1    28.9    36.1     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.9    14.5    16.5
Self wt.  : M     113.4    98.2    72.9    37.5    20.8    26.0     0.0
(Min)       V       2.4     4.9     7.3     9.8    10.8    10.5    11.8
DL-Prec.  : M      29.2    25.3    18.8     9.7     5.4     6.7     0.0
DC(Max)     V       0.6     1.3     1.9     2.5     2.8     2.7     3.1
DL-Prec.  : M      21.0    18.2    13.5     7.0     3.9     4.8     0.0
DC(Min)     V       0.5     0.9     1.4     1.8     2.0     1.9     2.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     218.7   189.4   140.6    72.3    40.2    50.2     0.0
Haunch (Max)V       4.7     9.4    14.2    18.9    20.7    20.2    22.8
Deck +    : M     157.5   136.4   101.3    52.1    28.9    36.1     0.0
Haunch (Min)V       3.4     6.8    10.2    13.6    14.9    14.5    16.4
Diaphragm : M       5.0     3.7     2.4     1.1     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       3.6     2.6     1.7     0.8     0.4     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M      70.8    61.4    45.6    23.4    13.0    16.3     0.0
DC(Max)     V       1.5     3.1     4.6     6.1     6.7     6.5     7.4
DL-Comp   : M      51.0    44.2    32.8    16.9     9.4    11.7     0.0
DC(Min)     V       1.1     2.2     3.3     4.4     4.8     4.7     5.3
DL-Comp   : M      46.9    40.6    30.2    15.5     8.6    10.8     0.0
DW(Max)     V       1.0     2.0     3.0     4.1     4.4     4.3     4.9
DL-Comp   : M      20.3    17.6    13.1     6.7     3.7     4.7     0.0
DW(Min)     V       0.4     0.9     1.3     1.8     1.9     1.9     2.1
LL + I    : M+   1075.1   955.5   744.5   396.8   223.0   277.7     0.0
            V      78.1   102.0   126.9   151.9   163.2   159.8   176.0
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    84.0   104.0   127.5   151.9   163.2   159.8   176.0
            M     990.3   906.2   719.4   396.8   225.4   279.8    -0.0
Total     : M+   1603.2  1412.3  1083.2   571.0   319.7   398.5     0.0
            V      89.8   124.9   161.1   197.4   213.1   208.3   230.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    95.7   126.9   161.7   197.4   213.1   208.3   230.9
            M    1518.4  1363.0  1058.2   571.0   322.1   400.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.5             16.5
Deck+Haunch            22.8             22.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.1              3.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.0             37.0
DL-Comp.(DW)           24.5             24.5
Live                  119.0            119.0
        Truck          96.6             96.6
        Lane           22.4             22.4
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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
Self wt.  : M       0.0    28.9    23.1    41.7    81.0   109.1   126.0   131.6
(Max)       V      13.2    11.6    11.9    10.9     8.2     5.4     2.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     5.4     4.3     7.7    15.0    20.3    23.4    24.4
DC(Max)     V       2.4     2.2     2.2     2.0     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    40.2    32.1    57.9   112.5   151.5   175.0   182.8
Haunch (Max)V      18.3    16.1    16.6    15.1    11.3     7.6     3.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     0.9     1.9     2.9     4.0     5.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
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    13.0    10.4    18.7    36.4    49.1    56.7    59.2
DC(Max)     V       5.9     5.2     5.4     4.9     3.7     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
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     7.2     5.7    10.3    20.1    27.1    31.3    32.7
DW(Max)     V       3.3     2.9     3.0     2.7     2.0     1.4     0.7     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   105.7    84.8   151.7   289.0   385.0   438.0   447.9
            V      75.1    67.0    68.7    63.1    54.8    47.3    39.8    32.3
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    75.1    67.0    68.7    63.1    54.8    47.3    39.8    32.3
            M       0.0   105.7    84.8   151.7   289.0   385.0   438.0   447.9
Total     : M+      0.0   201.0   161.0   288.9   556.0   745.0   854.2   883.6
            V     118.4   105.3   108.1    98.9    81.8    65.4    49.0    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   118.4   105.3   108.1    98.9    81.8    65.4    49.0    32.5
            M       0.0   201.0   161.0   288.9   556.0   745.0   854.2   883.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.13   28.27   32.40   36.53   38.16   37.67   40.00
Self wt.  : M     126.0   109.1    81.0    41.7    23.1    28.9     0.0
(Max)       V       2.7     5.4     8.2    10.9    11.9    11.6    13.2
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      23.4    20.3    15.0     7.7     4.3     5.4     0.0
DC(Max)     V       0.5     1.0     1.5     2.0     2.2     2.2     2.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     175.0   151.5   112.5    57.9    32.1    40.2     0.0
Haunch (Max)V       3.8     7.6    11.3    15.1    16.6    16.1    18.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.0     2.9     1.9     0.9     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
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      56.7    49.1    36.4    18.7    10.4    13.0     0.0
DC(Max)     V       1.2     2.4     3.7     4.9     5.4     5.2     5.9
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      31.3    27.1    20.1    10.3     5.7     7.2     0.0
DW(Max)     V       0.7     1.4     2.0     2.7     3.0     2.9     3.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    438.0   385.0   289.0   151.7    84.8   105.7     0.0
            V      39.8    47.3    54.8    63.1    68.7    67.0    75.1
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    39.8    47.3    54.8    63.1    68.7    67.0    75.1
            M     438.0   385.0   289.0   151.7    84.8   105.7     0.0
Total     : M+    854.2   745.0   556.0   288.9   161.0   201.0     0.0
            V      49.0    65.4    81.8    98.9   108.1   105.3   118.4
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    49.0    65.4    81.8    98.9   108.1   105.3   118.4
            M     854.2   745.0   556.0   288.9   161.0   201.0     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.13    8.27   12.40   16.53   20.67
 
Beam-Self
Precast-top    0.085   0.113   0.202   0.265   0.302   0.315 
Bottom        -0.075  -0.100  -0.177  -0.232  -0.266  -0.277 
 
Prestress
Precast-top   -0.497  -0.497  -0.497  -0.497  -0.497  -0.497 
Bottom         1.921   1.921   1.921   1.921   1.921   1.921 
 
Total
Precast-top   -0.412  -0.384  -0.295  -0.232  -0.195  -0.182 
Bottom         1.847   1.822   1.744   1.689   1.656   1.645 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.54 %)
             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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
 
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   0.011   0.008   0.015   0.030   0.040   0.046   0.048 
Precast-top   -0.103  -0.272  -0.236  -0.195   0.041   0.210   0.312   0.348 
Bottom         0.396   1.547   1.311   1.472   1.238   1.070   0.969   0.934 
 

 
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    4.13    8.27   12.40   16.53   20.67
 
Beam-Self
Precast-top    0.085   0.113   0.202   0.265   0.302   0.315 
Bottom        -0.075  -0.100  -0.177  -0.232  -0.266  -0.277 
 
Prestress
Precast-top   -0.497  -0.497  -0.497  -0.497  -0.497  -0.497 
Bottom         1.921   1.921   1.921   1.921   1.921   1.921 
 
Total
Precast-top   -0.412  -0.384  -0.295  -0.232  -0.195  -0.182 
Bottom         1.847   1.822   1.744   1.689   1.656   1.645 
 
As_top  , in2  1.408   1.268   0.851   0.572   0.417   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.54 %)
             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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
 
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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
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   0.061   0.049   0.087   0.166   0.222   0.252   0.259 
Precast-top   -0.051  -0.111  -0.098  -0.061   0.089   0.197   0.261   0.281 
Bottom         0.198   0.649   0.555   0.557   0.278   0.081  -0.032  -0.061 
 

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 :   0.67
    230.9    6.5   40.9    0.381   0.0   6.00e-3 50.0    240.2     1.404    1.760      0.08
      0.0    0.3   40.8     42.0 0.194      16.4 0.87    12.00     0.092    1.237 
Transfer:   3.00
    208.3    6.5   40.9    1.717   0.0   1.89e-3 35.6    194.7     0.691    1.760      0.00
    400.6    1.2   40.3    189.0 0.177      36.8 1.99    12.00     0.092    1.415 
Critical:   4.02
    198.3    6.5   40.9    1.819   0.0   1.02e-3 32.6    170.0     0.539    1.760      0.00
    555.7    1.3   40.3    189.0 0.168      50.4 2.72    12.00     0.092    1.485 
0.1L    :   4.13
    197.4    6.5   40.9    1.829   0.0   0.94e-3 32.3    167.2     0.525    1.625      0.00
    571.0    1.3   40.3    189.0 0.168      52.1 2.82    12.00     0.092    1.492 
0.2L    :   8.27
    161.7    6.5   40.9    2.240   0.0   0.86e-3 32.0    125.8     0.392    0.496      0.00
   1058.2    1.6   40.1    189.0 0.138      53.8 2.92    12.00     0.092    1.186 
0.3L    :  12.40
    126.9    6.5   40.9    2.604   0.0   0.59e-3 31.1     79.8     0.240    0.496      0.00
   1363.0    1.8   40.0    189.0 0.108      61.2 3.33    24.00     0.092    1.602 
0.4L    :  16.53
     95.7    6.5   40.9    2.604   0.0   0.80e-3 31.8     51.0     0.158    0.413      0.00
   1518.4    1.8   40.0    189.0 0.082      55.2 3.01    24.00     0.092    1.775 
0.5L    :  20.67
     67.9    6.5   40.9    2.604   0.0   0.58e-3 31.0     13.9     0.092    0.413      0.00
   1556.8    1.8   40.0    189.0 0.058      61.6 3.35    24.00     0.092    2.638 
0.6L    :  24.80
     95.7    6.5   40.9    2.604   0.0   0.80e-3 31.8     51.0     0.158    0.413      0.00
   1518.4    1.8   40.0    189.0 0.082      55.2 3.01    24.00     0.092    1.775 
0.7L    :  28.93
    126.9    6.5   40.9    2.604   0.0   0.59e-3 31.1     79.8     0.240    0.496      0.00
   1363.0    1.8   40.0    189.0 0.108      61.2 3.33    24.00     0.092    1.602 
0.8L    :  33.07
    161.7    6.5   40.9    2.240   0.0   0.86e-3 32.0    125.8     0.392    0.496      0.00
   1058.2    1.6   40.1    189.0 0.138      53.8 2.92    12.00     0.092    1.186 
0.9L    :  37.20
    197.4    6.5   40.9    1.829   0.0   0.94e-3 32.3    167.2     0.525    1.625      0.00
    571.0    1.3   40.3    189.0 0.168      52.1 2.82    12.00     0.092    1.492 
Critical:  37.31
    198.3    6.5   40.9    1.819   0.0   1.02e-3 32.6    170.0     0.539    1.760      0.00
    555.7    1.3   40.3    189.0 0.168      50.4 2.72    12.00     0.092    1.485 
Transfer:  38.33
    208.3    6.5   40.9    1.717   0.0   1.89e-3 35.6    194.7     0.691    1.760      0.00
    400.6    1.2   40.3    189.0 0.177      36.8 1.99    12.00     0.092    1.415 
Bearing :  40.67
    230.9    6.5   40.9    0.381   0.0   6.00e-3 50.0    240.2     1.404    1.760      0.08
      0.0    0.3   40.8     42.0 0.194      16.4 0.87    12.00     0.092    1.237 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    1.02
 
 
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 = 30.00(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
    230.9      6.29     40.92    0.27       40.78    24.00      0.300      1.347      0.000      1.760 
Transfer:      2.33
    208.3      5.74     40.92    1.22       40.31    24.00      0.300      1.164      0.000      1.760 
Critical:      3.36
    198.4      5.48     40.92    1.29       40.27    24.00      0.300      1.075      0.000      1.760 
0.1L    :      3.47
    197.4      5.45     40.92    1.30       40.27    24.00      0.300      1.065      0.000      1.625 
0.2L    :      7.60
    161.7      4.48     40.92    1.58       40.13    24.00      0.300      0.742      0.000      0.496 
0.3L    :     11.73
    126.9      3.53     40.92    1.84       40.00    24.00      0.300      0.425      0.000      0.496 
0.4L    :     15.87
     95.7      2.66     40.92    1.84       40.00    24.00      0.300      0.136      0.000      0.413 
0.5L    :     20.00
     67.9      1.89     40.92    1.84       40.00    24.00      0.300      0.000      0.000      0.413 
0.6L    :     24.13
     95.7      2.66     40.92    1.84       40.00    24.00      0.300      0.136      0.000      0.413 
0.7L    :     28.27
    126.9      3.53     40.92    1.84       40.00    24.00      0.300      0.425      0.000      0.496 
0.8L    :     32.40
    161.7      4.48     40.92    1.58       40.13    24.00      0.300      0.742      0.000      0.496 
0.9L    :     36.53
    197.4      5.45     40.92    1.30       40.27    24.00      0.300      1.065      0.000      1.625 
Critical:     36.64
    198.4      5.48     40.92    1.29       40.27    24.00      0.300      1.075      0.000      1.760 
Transfer:     37.67
    208.3      5.74     40.92    1.22       40.31    24.00      0.300      1.164      0.000      1.760 
Bearing :     40.00
    230.9      6.29     40.92    0.27       40.78    24.00      0.300      1.347      0.000      1.760 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.47 ft
Prestress      :       0.164  1.80      0.296  2.20      0.362
Self Wt.       :      -0.030  1.85     -0.055  2.40     -0.072
Deck + Haunch  :                       -0.031  2.30     -0.070
DL-Prec. (DC)  :                       -0.004  3.00     -0.012
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.010
DL-Comp. (DW)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 7.60 ft
Prestress      :       0.295  1.80      0.531  2.20      0.649
Self Wt.       :      -0.056  1.85     -0.104  2.40     -0.135
Deck + Haunch  :                       -0.063  2.30     -0.146
DL-Prec. (DC)  :                       -0.008  3.00     -0.025
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 11.73 ft
Prestress      :       0.388  1.80      0.698  2.20      0.854
Self Wt.       :      -0.077  1.85     -0.143  2.40     -0.185
Deck + Haunch  :                       -0.089  2.30     -0.206
DL-Prec. (DC)  :                       -0.012  3.00     -0.036
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.010  3.00     -0.029
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 15.87 ft
Prestress      :       0.444  1.80      0.799  2.20      0.976
Self Wt.       :      -0.090  1.85     -0.167  2.40     -0.217
Deck + Haunch  :                       -0.106  2.30     -0.244
DL-Prec. (DC)  :                       -0.014  3.00     -0.043
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.035
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 20.00 ft
Prestress      :       0.462  1.80      0.832  2.20      1.017
Self Wt.       :      -0.095  1.85     -0.176  2.40     -0.228
Deck + Haunch  :                       -0.112  2.30     -0.257
DL-Prec. (DC)  :                       -0.015  3.00     -0.045
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.037
DL-Comp. (DW)  :                       -0.007  3.00     -0.020
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 24.13 ft
Prestress      :       0.444  1.80      0.799  2.20      0.976
Self Wt.       :      -0.090  1.85     -0.167  2.40     -0.217
Deck + Haunch  :                       -0.106  2.30     -0.244
DL-Prec. (DC)  :                       -0.014  3.00     -0.043
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.035
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 28.27 ft
Prestress      :       0.388  1.80      0.698  2.20      0.854
Self Wt.       :      -0.077  1.85     -0.143  2.40     -0.185
Deck + Haunch  :                       -0.089  2.30     -0.206
DL-Prec. (DC)  :                       -0.012  3.00     -0.036
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.010  3.00     -0.029
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 32.40 ft
Prestress      :       0.295  1.80      0.531  2.20      0.649
Self Wt.       :      -0.056  1.85     -0.104  2.40     -0.135
Deck + Haunch  :                       -0.063  2.30     -0.146
DL-Prec. (DC)  :                       -0.008  3.00     -0.025
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 36.53 ft
Prestress      :       0.164  1.80      0.296  2.20      0.362
Self Wt.       :      -0.030  1.85     -0.055  2.40     -0.072
Deck + Haunch  :                       -0.031  2.30     -0.070
DL-Prec. (DC)  :                       -0.004  3.00     -0.012
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.010
DL-Comp. (DW)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

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:   2.33
   398.5    40.9  1.717  267.4    1.4   1.22   1541.7  0.086T 1.00       -       -     -     -  
H/2     :   1.84
   319.7    40.9  1.437  267.8    1.2   1.02   1295.3  0.103T 1.00       -       -     -     -  
0.1L    :   3.47
   571.0    40.9  1.829  267.2    1.5   1.30   1640.1  0.080T 1.00       -       -     -     -  
0.2L    :   7.60
  1083.2    40.9  2.240  266.6    1.9   1.58   1996.5  0.065T 1.00       -       -     -     -  
0.3L    :  11.73
  1412.3    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00       -       -     -     -  
0.4L    :  15.87
  1603.2    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    508.3   508.3    4.54    -  
0.5L    :  20.00
  1653.8    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    497.9   497.9    4.64    -  
0.6L    :  24.13
  1603.2    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    508.3   508.3    4.54    -  
0.7L    :  28.27
  1412.3    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    538.1   538.1    4.29    -  
0.8L    :  32.40
  1083.2    40.9  2.240  266.6    1.9   1.58   1996.5  0.065T 1.00       -       -     -     -  
0.9L    :  36.53
   571.0    40.9  1.829  267.2    1.5   1.30   1640.1  0.080T 1.00       -       -     -     -  
H/2     :  38.16
   319.7    40.9  1.437  267.8    1.2   1.02   1295.3  0.103T 1.00       -       -     -     -  
Transfer:  37.67
   398.5    40.9  1.717  267.4    1.4   1.22   1541.7  0.086T 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 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.019
        M   2.00 Fb     0.264
 
  2   2 E   6.00 Ft    -0.060
        M   6.00 Fb     0.547
 
  3   2 E   6.00 Ft    -0.100
        M   6.00 Fb     0.830
 
  4   2 E   2.00 Ft    -0.204
        M   2.00 Fb     1.169
 
  5   2 E   2.00 Ft    -0.308
        M   2.00 Fb     1.508
 
  6   2 E   2.00 Ft    -0.412
        M   2.00 Fb     1.847
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 41.33            Release Length, ft: 41.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.63 %               Final losses: 12.13 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.847     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.412       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  2308.91     1653.80     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       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   0.048     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.348     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.547    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.281     Midspan
    Pre.Bot:                                                             2.000   0.649    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  20.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.462  1.80      0.832  2.20      1.017
Self Wt.       :      -0.095  1.85     -0.176  2.40     -0.228
Deck + Haunch  :                       -0.112  2.30     -0.257
DL-Prec. (DC)  :                       -0.015  3.00     -0.045
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.037
DL-Comp. (DW)  :                       -0.007  3.00     -0.020
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 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     =  34.000 in
Effective width  = 111.000 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       0.035      0.00       0.035   40.00
     DC  Line       0.087      0.00       0.087   40.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    20.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 41.333 ft
Release length = 41.333 ft
Design  length = 40.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.866   (Calculated)    
Live Moment (1  lane  loaded)  : 0.647   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.166   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.933   (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                  =        631.7 in2           1446.7 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           295043 in4#
Ht. of c.g.           =        17.14 in             30.18 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1571.8 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9290

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     2.33     1.84     3.47     7.60    11.73    15.87    20.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    634.8    645.8    643.5    645.8    645.8    645.8    645.8    645.8
  Yb      ,  in    17.07    16.84    16.89    16.84    16.84    16.84    16.84    16.84
  MI(Ixx) , in4   100576   102614   102192   102614   102614   102614   102614   102614
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1449.7   1460.2   1458.0   1460.2   1460.2   1460.2   1460.2   1460.2
  Yb      ,  in    30.13    29.93    29.98    29.93    29.93    29.93    29.93    29.93
  MI(Ixx) , in4   297210   304726   303158   304726   304726   304726   304726   304726

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.19 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 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:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.33 in):
     8 @  2.000 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     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.931 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.913 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.089 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)       
-------------------------------------------------------------------------------------
       496.000         740 367.040      6.716 27198.232   389.586     261.635        
 
 
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#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      4.1250    Yes
      2      US#6[M19]       60.00        0.88       6.50       4.1250      4.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.6667      6.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       6.1667      8.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00*      8.1667     13.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      13.1667     28.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00*     28.1667     33.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      33.1667     35.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      35.1667     36.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      36.6667     37.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      37.2083     41.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      41.2083     41.3333     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)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 41.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg =  3.33 in
         P_init    =      510.4 kips  Ecc = 13.81 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.07 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.411 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.08 ksi    0.00 ksi
    due to Composite Loads                                 -0.60 ksi    0.00 ksi
    due to Live Loads                                      -3.27 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                         7.35 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.07 ksi  ( 4.63 %)            14.71 ksi ( 7.50 %)
Total Prestress Losses                                    23.77 ksi (12.13 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.2 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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
Self wt.  : M       0.0    28.9    23.1    41.7    81.0   109.1   126.0   131.6
(Max)       V      13.2    11.6    11.9    10.9     8.2     5.4     2.7     0.0
DL-Prec.  : M       0.0     5.4     4.3     7.7    15.0    20.3    23.4    24.4
DC(Max)     V       2.4     2.2     2.2     2.0     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.2    32.1    57.9   112.5   151.5   175.0   182.8
Haunch (Max)V      18.3    16.1    16.6    15.1    11.3     7.6     3.8     0.0
Diaphragm : M       0.0     0.6     0.5     0.9     1.9     2.9     4.0     5.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    13.0    10.4    18.7    36.4    49.1    56.7    59.2
DC(Max)     V       5.9     5.2     5.4     4.9     3.7     2.4     1.2     0.0
DL-Comp   : M       0.0     7.2     5.7    10.3    20.1    27.1    31.3    32.7
DW(Max)     V       3.3     2.9     3.0     2.7     2.0     1.4     0.7     0.0
LL + I    : M+      0.0   158.7   127.4   226.8   425.4   546.0   614.3   629.2
            V     100.5    91.3    93.2    86.8    72.5    58.3    44.7    34.9
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   100.5    91.3    93.2    86.8    72.8    59.4    48.0    38.6
            M      -0.0   159.9   128.8   226.8   411.1   517.8   565.9   573.8
Total     : M+      0.0   253.9   203.6   364.0   692.4   906.0  1030.6  1064.8
            V     143.9   129.6   132.6   122.6    99.5    76.3    53.8    35.1
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   143.9   129.6   132.6   122.6    99.8    77.5    57.2    38.9
            M      -0.0   255.1   205.0   364.0   678.1   877.8   982.1  1009.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.13   28.27   32.40   36.53   38.16   37.67   40.00
Self wt.  : M     126.0   109.1    81.0    41.7    23.1    28.9     0.0
(Max)       V       2.7     5.4     8.2    10.9    11.9    11.6    13.2
DL-Prec.  : M      23.4    20.3    15.0     7.7     4.3     5.4     0.0
DC(Max)     V       0.5     1.0     1.5     2.0     2.2     2.2     2.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     175.0   151.5   112.5    57.9    32.1    40.2     0.0
Haunch (Max)V       3.8     7.6    11.3    15.1    16.6    16.1    18.3
Diaphragm : M       4.0     2.9     1.9     0.9     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M      56.7    49.1    36.4    18.7    10.4    13.0     0.0
DC(Max)     V       1.2     2.4     3.7     4.9     5.4     5.2     5.9
DL-Comp   : M      31.3    27.1    20.1    10.3     5.7     7.2     0.0
DW(Max)     V       0.7     1.4     2.0     2.7     3.0     2.9     3.3
LL + I    : M+    614.3   546.0   425.4   226.8   127.4   158.7     0.0
            V      44.7    58.3    72.5    86.8    93.2    91.3   100.5
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    48.0    59.4    72.8    86.8    93.2    91.3   100.5
            M     565.9   517.8   411.1   226.8   128.8   159.9    -0.0
Total     : M+   1030.6   906.0   692.4   364.0   203.6   253.9     0.0
            V      53.8    76.3    99.5   122.6   132.6   129.6   143.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    57.2    77.5    99.8   122.6   132.6   129.6   143.9
            M     982.1   877.8   678.1   364.0   205.0   255.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               13.2             13.2
Deck+Haunch            18.3             18.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            2.4              2.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           29.6             29.6
DL-Comp.(DW)           16.3             16.3
Live                   68.0             68.0
        Truck          55.2             55.2
        Lane           12.8             12.8
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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
Self wt.  : M       0.0    28.9    23.1    41.7    81.0   109.1   126.0   131.6
(Max)       V      13.2    11.6    11.9    10.9     8.2     5.4     2.7     0.0
DL-Prec.  : M       0.0     5.4     4.3     7.7    15.0    20.3    23.4    24.4
DC(Max)     V       2.4     2.2     2.2     2.0     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.2    32.1    57.9   112.5   151.5   175.0   182.8
Haunch (Max)V      18.3    16.1    16.6    15.1    11.3     7.6     3.8     0.0
Diaphragm : M       0.0     0.6     0.5     0.9     1.9     2.9     4.0     5.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    13.0    10.4    18.7    36.4    49.1    56.7    59.2
DC(Max)     V       5.9     5.2     5.4     4.9     3.7     2.4     1.2     0.0
DL-Comp   : M       0.0     7.2     5.7    10.3    20.1    27.1    31.3    32.7
DW(Max)     V       3.3     2.9     3.0     2.7     2.0     1.4     0.7     0.0
LL + I    : M+      0.0   126.9   102.0   181.4   340.3   436.8   491.5   503.3
            V      80.4    73.0    74.6    69.4    58.0    46.6    35.7    27.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    80.4    73.0    74.6    69.4    58.3    47.5    38.4    30.9
            M      -0.0   127.9   103.0   181.4   328.9   414.3   452.7   459.0
Total     : M+      0.0   222.1   178.2   318.6   607.3   796.8   907.7   939.0
            V     123.8   111.3   113.9   105.3    85.0    64.7    44.9    28.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   123.8   111.3   113.9   105.3    85.2    65.6    47.6    31.2
            M      -0.0   223.1   179.2   318.6   595.9   774.3   868.9   894.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.13   28.27   32.40   36.53   38.16   37.67   40.00
Self wt.  : M     126.0   109.1    81.0    41.7    23.1    28.9     0.0
(Max)       V       2.7     5.4     8.2    10.9    11.9    11.6    13.2
DL-Prec.  : M      23.4    20.3    15.0     7.7     4.3     5.4     0.0
DC(Max)     V       0.5     1.0     1.5     2.0     2.2     2.2     2.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     175.0   151.5   112.5    57.9    32.1    40.2     0.0
Haunch (Max)V       3.8     7.6    11.3    15.1    16.6    16.1    18.3
Diaphragm : M       4.0     2.9     1.9     0.9     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M      56.7    49.1    36.4    18.7    10.4    13.0     0.0
DC(Max)     V       1.2     2.4     3.7     4.9     5.4     5.2     5.9
DL-Comp   : M      31.3    27.1    20.1    10.3     5.7     7.2     0.0
DW(Max)     V       0.7     1.4     2.0     2.7     3.0     2.9     3.3
LL + I    : M+    491.5   436.8   340.3   181.4   102.0   126.9     0.0
            V      35.7    46.6    58.0    69.4    74.6    73.0    80.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    38.4    47.5    58.3    69.4    74.6    73.0    80.4
            M     452.7   414.3   328.9   181.4   103.0   127.9    -0.0
Total     : M+    907.7   796.8   607.3   318.6   178.2   222.1     0.0
            V      44.9    64.7    85.0   105.3   113.9   111.3   123.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    47.6    65.6    85.2   105.3   113.9   111.3   123.8
            M     868.9   774.3   595.9   318.6   179.2   223.1    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    3.47    7.60   11.73   15.87   20.00
Self wt.  : M       0.0    36.1    28.9    52.1   101.3   136.4   157.5   164.5
(Max)       V      16.5    14.5    14.9    13.6    10.2     6.8     3.4     0.0
Self wt.  : M       0.0    26.0    20.8    37.5    72.9    98.2   113.4   118.4
(Min)       V      11.8    10.5    10.8     9.8     7.3     4.9     2.4     0.0
DL-Prec.  : M       0.0     6.7     5.4     9.7    18.8    25.3    29.2    30.5
DC(Max)     V       3.1     2.7     2.8     2.5     1.9     1.3     0.6     0.0
DL-Prec.  : M       0.0     4.8     3.9     7.0    13.5    18.2    21.0    22.0
DC(Min)     V       2.2     1.9     2.0     1.8     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    50.2    40.2    72.3   140.6   189.4   218.7   228.5
Haunch (Max)V      22.8    20.2    20.7    18.9    14.2     9.4     4.7     0.0
Deck +    : M       0.0    36.1    28.9    52.1   101.3   136.4   157.5   164.5
Haunch (Min)V      16.4    14.5    14.9    13.6    10.2     6.8     3.4     0.0
Diaphragm : M       0.0     0.7     0.6     1.1     2.4     3.7     5.0     6.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.4     0.8     1.7     2.6     3.6     4.5
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    16.3    13.0    23.4    45.6    61.4    70.8    74.0
DC(Max)     V       7.4     6.5     6.7     6.1     4.6     3.1     1.5     0.0
DL-Comp   : M       0.0    11.7     9.4    16.9    32.8    44.2    51.0    53.3
DC(Min)     V       5.3     4.7     4.8     4.4     3.3     2.2     1.1     0.0
DL-Comp   : M       0.0    10.8     8.6    15.5    30.2    40.6    46.9    49.0
DW(Max)     V       4.9     4.3     4.4     4.1     3.0     2.0     1.0     0.0
DL-Comp   : M       0.0     4.7     3.7     6.7    13.1    17.6    20.3    21.2
DW(Min)     V       2.1     1.9     1.9     1.8     1.3     0.9     0.4     0.0
LL + I    : M+      0.0   277.7   223.0   396.8   744.5   955.5  1075.1  1101.1
            V     176.0   159.8   163.2   151.9   126.9   102.0    78.1    61.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   176.0   159.8   163.2   151.9   127.5   104.0    84.0    67.6
            M      -0.0   279.8   225.4   396.8   719.4   906.2   990.3  1004.1
Total     : M+      0.0   398.5   319.7   571.0  1083.2  1412.3  1603.2  1653.8
            V     230.9   208.3   213.1   197.4   161.1   124.9    89.8    61.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   230.9   208.3   213.1   197.4   161.7   126.9    95.7    67.9
            M      -0.0   400.6   322.1   571.0  1058.2  1363.0  1518.4  1556.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.13   28.27   32.40   36.53   38.16   37.67   40.00
Self wt.  : M     157.5   136.4   101.3    52.1    28.9    36.1     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.9    14.5    16.5
Self wt.  : M     113.4    98.2    72.9    37.5    20.8    26.0     0.0
(Min)       V       2.4     4.9     7.3     9.8    10.8    10.5    11.8
DL-Prec.  : M      29.2    25.3    18.8     9.7     5.4     6.7     0.0
DC(Max)     V       0.6     1.3     1.9     2.5     2.8     2.7     3.1
DL-Prec.  : M      21.0    18.2    13.5     7.0     3.9     4.8     0.0
DC(Min)     V       0.5     0.9     1.4     1.8     2.0     1.9     2.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     218.7   189.4   140.6    72.3    40.2    50.2     0.0
Haunch (Max)V       4.7     9.4    14.2    18.9    20.7    20.2    22.8
Deck +    : M     157.5   136.4   101.3    52.1    28.9    36.1     0.0
Haunch (Min)V       3.4     6.8    10.2    13.6    14.9    14.5    16.4
Diaphragm : M       5.0     3.7     2.4     1.1     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       3.6     2.6     1.7     0.8     0.4     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M      70.8    61.4    45.6    23.4    13.0    16.3     0.0
DC(Max)     V       1.5     3.1     4.6     6.1     6.7     6.5     7.4
DL-Comp   : M      51.0    44.2    32.8    16.9     9.4    11.7     0.0
DC(Min)     V       1.1     2.2     3.3     4.4     4.8     4.7     5.3
DL-Comp   : M      46.9    40.6    30.2    15.5     8.6    10.8     0.0
DW(Max)     V       1.0     2.0     3.0     4.1     4.4     4.3     4.9
DL-Comp   : M      20.3    17.6    13.1     6.7     3.7     4.7     0.0
DW(Min)     V       0.4     0.9     1.3     1.8     1.9     1.9     2.1
LL + I    : M+   1075.1   955.5   744.5   396.8   223.0   277.7     0.0
            V      78.1   102.0   126.9   151.9   163.2   159.8   176.0
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    84.0   104.0   127.5   151.9   163.2   159.8   176.0
            M     990.3   906.2   719.4   396.8   225.4   279.8    -0.0
Total     : M+   1603.2  1412.3  1083.2   571.0   319.7   398.5     0.0
            V      89.8   124.9   161.1   197.4   213.1   208.3   230.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    95.7   126.9   161.7   197.4   213.1   208.3   230.9
            M    1518.4  1363.0  1058.2   571.0   322.1   400.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.5             16.5
Deck+Haunch            22.8             22.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.1              3.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.0             37.0
DL-Comp.(DW)           24.5             24.5
Live                  119.0            119.0
        Truck          96.6             96.6
        Lane           22.4             22.4
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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
Self wt.  : M       0.0    28.9    23.1    41.7    81.0   109.1   126.0   131.6
(Max)       V      13.2    11.6    11.9    10.9     8.2     5.4     2.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     5.4     4.3     7.7    15.0    20.3    23.4    24.4
DC(Max)     V       2.4     2.2     2.2     2.0     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    40.2    32.1    57.9   112.5   151.5   175.0   182.8
Haunch (Max)V      18.3    16.1    16.6    15.1    11.3     7.6     3.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     0.9     1.9     2.9     4.0     5.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
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    13.0    10.4    18.7    36.4    49.1    56.7    59.2
DC(Max)     V       5.9     5.2     5.4     4.9     3.7     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
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     7.2     5.7    10.3    20.1    27.1    31.3    32.7
DW(Max)     V       3.3     2.9     3.0     2.7     2.0     1.4     0.7     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   105.7    84.8   151.7   289.0   385.0   438.0   447.9
            V      75.1    67.0    68.7    63.1    54.8    47.3    39.8    32.3
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    75.1    67.0    68.7    63.1    54.8    47.3    39.8    32.3
            M       0.0   105.7    84.8   151.7   289.0   385.0   438.0   447.9
Total     : M+      0.0   201.0   161.0   288.9   556.0   745.0   854.2   883.6
            V     118.4   105.3   108.1    98.9    81.8    65.4    49.0    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   118.4   105.3   108.1    98.9    81.8    65.4    49.0    32.5
            M       0.0   201.0   161.0   288.9   556.0   745.0   854.2   883.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.13   28.27   32.40   36.53   38.16   37.67   40.00
Self wt.  : M     126.0   109.1    81.0    41.7    23.1    28.9     0.0
(Max)       V       2.7     5.4     8.2    10.9    11.9    11.6    13.2
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      23.4    20.3    15.0     7.7     4.3     5.4     0.0
DC(Max)     V       0.5     1.0     1.5     2.0     2.2     2.2     2.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     175.0   151.5   112.5    57.9    32.1    40.2     0.0
Haunch (Max)V       3.8     7.6    11.3    15.1    16.6    16.1    18.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.0     2.9     1.9     0.9     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
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      56.7    49.1    36.4    18.7    10.4    13.0     0.0
DC(Max)     V       1.2     2.4     3.7     4.9     5.4     5.2     5.9
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      31.3    27.1    20.1    10.3     5.7     7.2     0.0
DW(Max)     V       0.7     1.4     2.0     2.7     3.0     2.9     3.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    438.0   385.0   289.0   151.7    84.8   105.7     0.0
            V      39.8    47.3    54.8    63.1    68.7    67.0    75.1
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    39.8    47.3    54.8    63.1    68.7    67.0    75.1
            M     438.0   385.0   289.0   151.7    84.8   105.7     0.0
Total     : M+    854.2   745.0   556.0   288.9   161.0   201.0     0.0
            V      49.0    65.4    81.8    98.9   108.1   105.3   118.4
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    49.0    65.4    81.8    98.9   108.1   105.3   118.4
            M     854.2   745.0   556.0   288.9   161.0   201.0     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.13    8.27   12.40   16.53   20.67
 
Beam-Self
Precast-top    0.085   0.113   0.202   0.265   0.302   0.315 
Bottom        -0.075  -0.100  -0.177  -0.232  -0.266  -0.277 
 
Prestress
Precast-top   -0.497  -0.497  -0.497  -0.497  -0.497  -0.497 
Bottom         1.921   1.921   1.921   1.921   1.921   1.921 
 
Total
Precast-top   -0.412  -0.384  -0.295  -0.232  -0.195  -0.182 
Bottom         1.847   1.822   1.744   1.689   1.656   1.645 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.54 %)
             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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
 
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   0.011   0.008   0.015   0.030   0.040   0.046   0.048 
Precast-top   -0.103  -0.272  -0.236  -0.195   0.041   0.210   0.312   0.348 
Bottom         0.396   1.547   1.311   1.472   1.238   1.070   0.969   0.934 
 

 
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    4.13    8.27   12.40   16.53   20.67
 
Beam-Self
Precast-top    0.085   0.113   0.202   0.265   0.302   0.315 
Bottom        -0.075  -0.100  -0.177  -0.232  -0.266  -0.277 
 
Prestress
Precast-top   -0.497  -0.497  -0.497  -0.497  -0.497  -0.497 
Bottom         1.921   1.921   1.921   1.921   1.921   1.921 
 
Total
Precast-top   -0.412  -0.384  -0.295  -0.232  -0.195  -0.182 
Bottom         1.847   1.822   1.744   1.689   1.656   1.645 
 
As_top  , in2  1.408   1.268   0.851   0.572   0.417   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.54 %)
             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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
 
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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
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   0.061   0.049   0.087   0.166   0.222   0.252   0.259 
Precast-top   -0.051  -0.111  -0.098  -0.061   0.089   0.197   0.261   0.281 
Bottom         0.198   0.649   0.555   0.557   0.278   0.081  -0.032  -0.061 
 

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 :   0.67
    230.9    6.5   40.9    0.381   0.0   6.00e-3 50.0    240.2     1.404    1.760      0.08
      0.0    0.3   40.8     42.0 0.194      16.4 0.87    12.00     0.092    1.237 
Transfer:   3.00
    208.3    6.5   40.9    1.717   0.0   1.89e-3 35.6    194.7     0.691    1.760      0.00
    400.6    1.2   40.3    189.0 0.177      36.8 1.99    12.00     0.092    1.415 
Critical:   4.02
    198.3    6.5   40.9    1.819   0.0   1.02e-3 32.6    170.0     0.539    1.760      0.00
    555.7    1.3   40.3    189.0 0.168      50.4 2.72    12.00     0.092    1.485 
0.1L    :   4.13
    197.4    6.5   40.9    1.829   0.0   0.94e-3 32.3    167.2     0.525    1.625      0.00
    571.0    1.3   40.3    189.0 0.168      52.1 2.82    12.00     0.092    1.492 
0.2L    :   8.27
    161.7    6.5   40.9    2.240   0.0   0.86e-3 32.0    125.8     0.392    0.496      0.00
   1058.2    1.6   40.1    189.0 0.138      53.8 2.92    12.00     0.092    1.186 
0.3L    :  12.40
    126.9    6.5   40.9    2.604   0.0   0.59e-3 31.1     79.8     0.240    0.496      0.00
   1363.0    1.8   40.0    189.0 0.108      61.2 3.33    24.00     0.092    1.602 
0.4L    :  16.53
     95.7    6.5   40.9    2.604   0.0   0.80e-3 31.8     51.0     0.158    0.413      0.00
   1518.4    1.8   40.0    189.0 0.082      55.2 3.01    24.00     0.092    1.775 
0.5L    :  20.67
     67.9    6.5   40.9    2.604   0.0   0.58e-3 31.0     13.9     0.092    0.413      0.00
   1556.8    1.8   40.0    189.0 0.058      61.6 3.35    24.00     0.092    2.638 
0.6L    :  24.80
     95.7    6.5   40.9    2.604   0.0   0.80e-3 31.8     51.0     0.158    0.413      0.00
   1518.4    1.8   40.0    189.0 0.082      55.2 3.01    24.00     0.092    1.775 
0.7L    :  28.93
    126.9    6.5   40.9    2.604   0.0   0.59e-3 31.1     79.8     0.240    0.496      0.00
   1363.0    1.8   40.0    189.0 0.108      61.2 3.33    24.00     0.092    1.602 
0.8L    :  33.07
    161.7    6.5   40.9    2.240   0.0   0.86e-3 32.0    125.8     0.392    0.496      0.00
   1058.2    1.6   40.1    189.0 0.138      53.8 2.92    12.00     0.092    1.186 
0.9L    :  37.20
    197.4    6.5   40.9    1.829   0.0   0.94e-3 32.3    167.2     0.525    1.625      0.00
    571.0    1.3   40.3    189.0 0.168      52.1 2.82    12.00     0.092    1.492 
Critical:  37.31
    198.3    6.5   40.9    1.819   0.0   1.02e-3 32.6    170.0     0.539    1.760      0.00
    555.7    1.3   40.3    189.0 0.168      50.4 2.72    12.00     0.092    1.485 
Transfer:  38.33
    208.3    6.5   40.9    1.717   0.0   1.89e-3 35.6    194.7     0.691    1.760      0.00
    400.6    1.2   40.3    189.0 0.177      36.8 1.99    12.00     0.092    1.415 
Bearing :  40.67
    230.9    6.5   40.9    0.381   0.0   6.00e-3 50.0    240.2     1.404    1.760      0.08
      0.0    0.3   40.8     42.0 0.194      16.4 0.87    12.00     0.092    1.237 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    1.02
 
 
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 = 30.00(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
    230.9      6.29     40.92    0.27       40.78    24.00      0.300      1.347      0.000      1.760 
Transfer:      2.33
    208.3      5.74     40.92    1.22       40.31    24.00      0.300      1.164      0.000      1.760 
Critical:      3.36
    198.4      5.48     40.92    1.29       40.27    24.00      0.300      1.075      0.000      1.760 
0.1L    :      3.47
    197.4      5.45     40.92    1.30       40.27    24.00      0.300      1.065      0.000      1.625 
0.2L    :      7.60
    161.7      4.48     40.92    1.58       40.13    24.00      0.300      0.742      0.000      0.496 
0.3L    :     11.73
    126.9      3.53     40.92    1.84       40.00    24.00      0.300      0.425      0.000      0.496 
0.4L    :     15.87
     95.7      2.66     40.92    1.84       40.00    24.00      0.300      0.136      0.000      0.413 
0.5L    :     20.00
     67.9      1.89     40.92    1.84       40.00    24.00      0.300      0.000      0.000      0.413 
0.6L    :     24.13
     95.7      2.66     40.92    1.84       40.00    24.00      0.300      0.136      0.000      0.413 
0.7L    :     28.27
    126.9      3.53     40.92    1.84       40.00    24.00      0.300      0.425      0.000      0.496 
0.8L    :     32.40
    161.7      4.48     40.92    1.58       40.13    24.00      0.300      0.742      0.000      0.496 
0.9L    :     36.53
    197.4      5.45     40.92    1.30       40.27    24.00      0.300      1.065      0.000      1.625 
Critical:     36.64
    198.4      5.48     40.92    1.29       40.27    24.00      0.300      1.075      0.000      1.760 
Transfer:     37.67
    208.3      5.74     40.92    1.22       40.31    24.00      0.300      1.164      0.000      1.760 
Bearing :     40.00
    230.9      6.29     40.92    0.27       40.78    24.00      0.300      1.347      0.000      1.760 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.47 ft
Prestress      :       0.164  1.80      0.296  2.20      0.362
Self Wt.       :      -0.030  1.85     -0.055  2.40     -0.072
Deck + Haunch  :                       -0.031  2.30     -0.070
DL-Prec. (DC)  :                       -0.004  3.00     -0.012
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.010
DL-Comp. (DW)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 7.60 ft
Prestress      :       0.295  1.80      0.531  2.20      0.649
Self Wt.       :      -0.056  1.85     -0.104  2.40     -0.135
Deck + Haunch  :                       -0.063  2.30     -0.146
DL-Prec. (DC)  :                       -0.008  3.00     -0.025
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 11.73 ft
Prestress      :       0.388  1.80      0.698  2.20      0.854
Self Wt.       :      -0.077  1.85     -0.143  2.40     -0.185
Deck + Haunch  :                       -0.089  2.30     -0.206
DL-Prec. (DC)  :                       -0.012  3.00     -0.036
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.010  3.00     -0.029
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 15.87 ft
Prestress      :       0.444  1.80      0.799  2.20      0.976
Self Wt.       :      -0.090  1.85     -0.167  2.40     -0.217
Deck + Haunch  :                       -0.106  2.30     -0.244
DL-Prec. (DC)  :                       -0.014  3.00     -0.043
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.035
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 20.00 ft
Prestress      :       0.462  1.80      0.832  2.20      1.017
Self Wt.       :      -0.095  1.85     -0.176  2.40     -0.228
Deck + Haunch  :                       -0.112  2.30     -0.257
DL-Prec. (DC)  :                       -0.015  3.00     -0.045
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.037
DL-Comp. (DW)  :                       -0.007  3.00     -0.020
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 24.13 ft
Prestress      :       0.444  1.80      0.799  2.20      0.976
Self Wt.       :      -0.090  1.85     -0.167  2.40     -0.217
Deck + Haunch  :                       -0.106  2.30     -0.244
DL-Prec. (DC)  :                       -0.014  3.00     -0.043
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.035
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 28.27 ft
Prestress      :       0.388  1.80      0.698  2.20      0.854
Self Wt.       :      -0.077  1.85     -0.143  2.40     -0.185
Deck + Haunch  :                       -0.089  2.30     -0.206
DL-Prec. (DC)  :                       -0.012  3.00     -0.036
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.010  3.00     -0.029
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 32.40 ft
Prestress      :       0.295  1.80      0.531  2.20      0.649
Self Wt.       :      -0.056  1.85     -0.104  2.40     -0.135
Deck + Haunch  :                       -0.063  2.30     -0.146
DL-Prec. (DC)  :                       -0.008  3.00     -0.025
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 36.53 ft
Prestress      :       0.164  1.80      0.296  2.20      0.362
Self Wt.       :      -0.030  1.85     -0.055  2.40     -0.072
Deck + Haunch  :                       -0.031  2.30     -0.070
DL-Prec. (DC)  :                       -0.004  3.00     -0.012
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.010
DL-Comp. (DW)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

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:   2.33
   398.5    40.9  1.717  267.4    1.4   1.22   1541.7  0.086T 1.00       -       -     -     -  
H/2     :   1.84
   319.7    40.9  1.437  267.8    1.2   1.02   1295.3  0.103T 1.00       -       -     -     -  
0.1L    :   3.47
   571.0    40.9  1.829  267.2    1.5   1.30   1640.1  0.080T 1.00       -       -     -     -  
0.2L    :   7.60
  1083.2    40.9  2.240  266.6    1.9   1.58   1996.5  0.065T 1.00       -       -     -     -  
0.3L    :  11.73
  1412.3    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00       -       -     -     -  
0.4L    :  15.87
  1603.2    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    508.3   508.3    4.54    -  
0.5L    :  20.00
  1653.8    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    497.9   497.9    4.64    -  
0.6L    :  24.13
  1603.2    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    508.3   508.3    4.54    -  
0.7L    :  28.27
  1412.3    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    538.1   538.1    4.29    -  
0.8L    :  32.40
  1083.2    40.9  2.240  266.6    1.9   1.58   1996.5  0.065T 1.00       -       -     -     -  
0.9L    :  36.53
   571.0    40.9  1.829  267.2    1.5   1.30   1640.1  0.080T 1.00       -       -     -     -  
H/2     :  38.16
   319.7    40.9  1.437  267.8    1.2   1.02   1295.3  0.103T 1.00       -       -     -     -  
Transfer:  37.67
   398.5    40.9  1.717  267.4    1.4   1.22   1541.7  0.086T 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 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.019
        M   2.00 Fb     0.264
 
  2   2 E   6.00 Ft    -0.060
        M   6.00 Fb     0.547
 
  3   2 E   6.00 Ft    -0.100
        M   6.00 Fb     0.830
 
  4   2 E   2.00 Ft    -0.204
        M   2.00 Fb     1.169
 
  5   2 E   2.00 Ft    -0.308
        M   2.00 Fb     1.508
 
  6   2 E   2.00 Ft    -0.412
        M   2.00 Fb     1.847
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 41.33            Release Length, ft: 41.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.63 %               Final losses: 12.13 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.847     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.412       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  2308.91     1653.80     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       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   0.048     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.348     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.547    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.281     Midspan
    Pre.Bot:                                                             2.000   0.649    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  20.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.462  1.80      0.832  2.20      1.017
Self Wt.       :      -0.095  1.85     -0.176  2.40     -0.228
Deck + Haunch  :                       -0.112  2.30     -0.257
DL-Prec. (DC)  :                       -0.015  3.00     -0.045
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.037
DL-Comp. (DW)  :                       -0.007  3.00     -0.020
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 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     =  34.000 in
Effective width  = 111.000 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       0.035      0.00       0.035   40.00
     DC  Line       0.087      0.00       0.087   40.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    20.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 41.333 ft
Release length = 41.333 ft
Design  length = 40.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.866   (Calculated)    
Live Moment (1  lane  loaded)  : 0.647   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.166   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.933   (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                  =        631.7 in2           1446.7 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           295043 in4#
Ht. of c.g.           =        17.14 in             30.18 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1571.8 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9290

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     2.33     1.84     3.47     7.60    11.73    15.87    20.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    634.8    645.8    643.5    645.8    645.8    645.8    645.8    645.8
  Yb      ,  in    17.07    16.84    16.89    16.84    16.84    16.84    16.84    16.84
  MI(Ixx) , in4   100576   102614   102192   102614   102614   102614   102614   102614
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1449.7   1460.2   1458.0   1460.2   1460.2   1460.2   1460.2   1460.2
  Yb      ,  in    30.13    29.93    29.98    29.93    29.93    29.93    29.93    29.93
  MI(Ixx) , in4   297210   304726   303158   304726   304726   304726   304726   304726

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.19 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 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:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.33 in):
     8 @  2.000 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     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.931 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.913 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.089 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)       
-------------------------------------------------------------------------------------
       496.000         740 367.040      6.716 27198.232   389.586     261.635        
 
 
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#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      4.1250    Yes
      2      US#6[M19]       60.00        0.88       6.50       4.1250      4.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.6667      6.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       6.1667      8.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00*      8.1667     13.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      13.1667     28.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00*     28.1667     33.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      33.1667     35.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      35.1667     36.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      36.6667     37.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      37.2083     41.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      41.2083     41.3333     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)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 41.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg =  3.33 in
         P_init    =      510.4 kips  Ecc = 13.81 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.07 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.411 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.08 ksi    0.00 ksi
    due to Composite Loads                                 -0.60 ksi    0.00 ksi
    due to Live Loads                                      -3.27 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                         7.35 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.07 ksi  ( 4.63 %)            14.71 ksi ( 7.50 %)
Total Prestress Losses                                    23.77 ksi (12.13 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.2 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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
Self wt.  : M       0.0    28.9    23.1    41.7    81.0   109.1   126.0   131.6
(Max)       V      13.2    11.6    11.9    10.9     8.2     5.4     2.7     0.0
DL-Prec.  : M       0.0     5.4     4.3     7.7    15.0    20.3    23.4    24.4
DC(Max)     V       2.4     2.2     2.2     2.0     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.2    32.1    57.9   112.5   151.5   175.0   182.8
Haunch (Max)V      18.3    16.1    16.6    15.1    11.3     7.6     3.8     0.0
Diaphragm : M       0.0     0.6     0.5     0.9     1.9     2.9     4.0     5.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    13.0    10.4    18.7    36.4    49.1    56.7    59.2
DC(Max)     V       5.9     5.2     5.4     4.9     3.7     2.4     1.2     0.0
DL-Comp   : M       0.0     7.2     5.7    10.3    20.1    27.1    31.3    32.7
DW(Max)     V       3.3     2.9     3.0     2.7     2.0     1.4     0.7     0.0
LL + I    : M+      0.0   158.7   127.4   226.8   425.4   546.0   614.3   629.2
            V     100.5    91.3    93.2    86.8    72.5    58.3    44.7    34.9
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   100.5    91.3    93.2    86.8    72.8    59.4    48.0    38.6
            M      -0.0   159.9   128.8   226.8   411.1   517.8   565.9   573.8
Total     : M+      0.0   253.9   203.6   364.0   692.4   906.0  1030.6  1064.8
            V     143.9   129.6   132.6   122.6    99.5    76.3    53.8    35.1
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   143.9   129.6   132.6   122.6    99.8    77.5    57.2    38.9
            M      -0.0   255.1   205.0   364.0   678.1   877.8   982.1  1009.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.13   28.27   32.40   36.53   38.16   37.67   40.00
Self wt.  : M     126.0   109.1    81.0    41.7    23.1    28.9     0.0
(Max)       V       2.7     5.4     8.2    10.9    11.9    11.6    13.2
DL-Prec.  : M      23.4    20.3    15.0     7.7     4.3     5.4     0.0
DC(Max)     V       0.5     1.0     1.5     2.0     2.2     2.2     2.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     175.0   151.5   112.5    57.9    32.1    40.2     0.0
Haunch (Max)V       3.8     7.6    11.3    15.1    16.6    16.1    18.3
Diaphragm : M       4.0     2.9     1.9     0.9     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M      56.7    49.1    36.4    18.7    10.4    13.0     0.0
DC(Max)     V       1.2     2.4     3.7     4.9     5.4     5.2     5.9
DL-Comp   : M      31.3    27.1    20.1    10.3     5.7     7.2     0.0
DW(Max)     V       0.7     1.4     2.0     2.7     3.0     2.9     3.3
LL + I    : M+    614.3   546.0   425.4   226.8   127.4   158.7     0.0
            V      44.7    58.3    72.5    86.8    93.2    91.3   100.5
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    48.0    59.4    72.8    86.8    93.2    91.3   100.5
            M     565.9   517.8   411.1   226.8   128.8   159.9    -0.0
Total     : M+   1030.6   906.0   692.4   364.0   203.6   253.9     0.0
            V      53.8    76.3    99.5   122.6   132.6   129.6   143.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    57.2    77.5    99.8   122.6   132.6   129.6   143.9
            M     982.1   877.8   678.1   364.0   205.0   255.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               13.2             13.2
Deck+Haunch            18.3             18.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            2.4              2.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           29.6             29.6
DL-Comp.(DW)           16.3             16.3
Live                   68.0             68.0
        Truck          55.2             55.2
        Lane           12.8             12.8
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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
Self wt.  : M       0.0    28.9    23.1    41.7    81.0   109.1   126.0   131.6
(Max)       V      13.2    11.6    11.9    10.9     8.2     5.4     2.7     0.0
DL-Prec.  : M       0.0     5.4     4.3     7.7    15.0    20.3    23.4    24.4
DC(Max)     V       2.4     2.2     2.2     2.0     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.2    32.1    57.9   112.5   151.5   175.0   182.8
Haunch (Max)V      18.3    16.1    16.6    15.1    11.3     7.6     3.8     0.0
Diaphragm : M       0.0     0.6     0.5     0.9     1.9     2.9     4.0     5.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    13.0    10.4    18.7    36.4    49.1    56.7    59.2
DC(Max)     V       5.9     5.2     5.4     4.9     3.7     2.4     1.2     0.0
DL-Comp   : M       0.0     7.2     5.7    10.3    20.1    27.1    31.3    32.7
DW(Max)     V       3.3     2.9     3.0     2.7     2.0     1.4     0.7     0.0
LL + I    : M+      0.0   126.9   102.0   181.4   340.3   436.8   491.5   503.3
            V      80.4    73.0    74.6    69.4    58.0    46.6    35.7    27.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    80.4    73.0    74.6    69.4    58.3    47.5    38.4    30.9
            M      -0.0   127.9   103.0   181.4   328.9   414.3   452.7   459.0
Total     : M+      0.0   222.1   178.2   318.6   607.3   796.8   907.7   939.0
            V     123.8   111.3   113.9   105.3    85.0    64.7    44.9    28.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   123.8   111.3   113.9   105.3    85.2    65.6    47.6    31.2
            M      -0.0   223.1   179.2   318.6   595.9   774.3   868.9   894.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.13   28.27   32.40   36.53   38.16   37.67   40.00
Self wt.  : M     126.0   109.1    81.0    41.7    23.1    28.9     0.0
(Max)       V       2.7     5.4     8.2    10.9    11.9    11.6    13.2
DL-Prec.  : M      23.4    20.3    15.0     7.7     4.3     5.4     0.0
DC(Max)     V       0.5     1.0     1.5     2.0     2.2     2.2     2.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     175.0   151.5   112.5    57.9    32.1    40.2     0.0
Haunch (Max)V       3.8     7.6    11.3    15.1    16.6    16.1    18.3
Diaphragm : M       4.0     2.9     1.9     0.9     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M      56.7    49.1    36.4    18.7    10.4    13.0     0.0
DC(Max)     V       1.2     2.4     3.7     4.9     5.4     5.2     5.9
DL-Comp   : M      31.3    27.1    20.1    10.3     5.7     7.2     0.0
DW(Max)     V       0.7     1.4     2.0     2.7     3.0     2.9     3.3
LL + I    : M+    491.5   436.8   340.3   181.4   102.0   126.9     0.0
            V      35.7    46.6    58.0    69.4    74.6    73.0    80.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    38.4    47.5    58.3    69.4    74.6    73.0    80.4
            M     452.7   414.3   328.9   181.4   103.0   127.9    -0.0
Total     : M+    907.7   796.8   607.3   318.6   178.2   222.1     0.0
            V      44.9    64.7    85.0   105.3   113.9   111.3   123.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    47.6    65.6    85.2   105.3   113.9   111.3   123.8
            M     868.9   774.3   595.9   318.6   179.2   223.1    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    3.47    7.60   11.73   15.87   20.00
Self wt.  : M       0.0    36.1    28.9    52.1   101.3   136.4   157.5   164.5
(Max)       V      16.5    14.5    14.9    13.6    10.2     6.8     3.4     0.0
Self wt.  : M       0.0    26.0    20.8    37.5    72.9    98.2   113.4   118.4
(Min)       V      11.8    10.5    10.8     9.8     7.3     4.9     2.4     0.0
DL-Prec.  : M       0.0     6.7     5.4     9.7    18.8    25.3    29.2    30.5
DC(Max)     V       3.1     2.7     2.8     2.5     1.9     1.3     0.6     0.0
DL-Prec.  : M       0.0     4.8     3.9     7.0    13.5    18.2    21.0    22.0
DC(Min)     V       2.2     1.9     2.0     1.8     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    50.2    40.2    72.3   140.6   189.4   218.7   228.5
Haunch (Max)V      22.8    20.2    20.7    18.9    14.2     9.4     4.7     0.0
Deck +    : M       0.0    36.1    28.9    52.1   101.3   136.4   157.5   164.5
Haunch (Min)V      16.4    14.5    14.9    13.6    10.2     6.8     3.4     0.0
Diaphragm : M       0.0     0.7     0.6     1.1     2.4     3.7     5.0     6.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.4     0.8     1.7     2.6     3.6     4.5
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    16.3    13.0    23.4    45.6    61.4    70.8    74.0
DC(Max)     V       7.4     6.5     6.7     6.1     4.6     3.1     1.5     0.0
DL-Comp   : M       0.0    11.7     9.4    16.9    32.8    44.2    51.0    53.3
DC(Min)     V       5.3     4.7     4.8     4.4     3.3     2.2     1.1     0.0
DL-Comp   : M       0.0    10.8     8.6    15.5    30.2    40.6    46.9    49.0
DW(Max)     V       4.9     4.3     4.4     4.1     3.0     2.0     1.0     0.0
DL-Comp   : M       0.0     4.7     3.7     6.7    13.1    17.6    20.3    21.2
DW(Min)     V       2.1     1.9     1.9     1.8     1.3     0.9     0.4     0.0
LL + I    : M+      0.0   277.7   223.0   396.8   744.5   955.5  1075.1  1101.1
            V     176.0   159.8   163.2   151.9   126.9   102.0    78.1    61.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   176.0   159.8   163.2   151.9   127.5   104.0    84.0    67.6
            M      -0.0   279.8   225.4   396.8   719.4   906.2   990.3  1004.1
Total     : M+      0.0   398.5   319.7   571.0  1083.2  1412.3  1603.2  1653.8
            V     230.9   208.3   213.1   197.4   161.1   124.9    89.8    61.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   230.9   208.3   213.1   197.4   161.7   126.9    95.7    67.9
            M      -0.0   400.6   322.1   571.0  1058.2  1363.0  1518.4  1556.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.13   28.27   32.40   36.53   38.16   37.67   40.00
Self wt.  : M     157.5   136.4   101.3    52.1    28.9    36.1     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.9    14.5    16.5
Self wt.  : M     113.4    98.2    72.9    37.5    20.8    26.0     0.0
(Min)       V       2.4     4.9     7.3     9.8    10.8    10.5    11.8
DL-Prec.  : M      29.2    25.3    18.8     9.7     5.4     6.7     0.0
DC(Max)     V       0.6     1.3     1.9     2.5     2.8     2.7     3.1
DL-Prec.  : M      21.0    18.2    13.5     7.0     3.9     4.8     0.0
DC(Min)     V       0.5     0.9     1.4     1.8     2.0     1.9     2.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     218.7   189.4   140.6    72.3    40.2    50.2     0.0
Haunch (Max)V       4.7     9.4    14.2    18.9    20.7    20.2    22.8
Deck +    : M     157.5   136.4   101.3    52.1    28.9    36.1     0.0
Haunch (Min)V       3.4     6.8    10.2    13.6    14.9    14.5    16.4
Diaphragm : M       5.0     3.7     2.4     1.1     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       3.6     2.6     1.7     0.8     0.4     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M      70.8    61.4    45.6    23.4    13.0    16.3     0.0
DC(Max)     V       1.5     3.1     4.6     6.1     6.7     6.5     7.4
DL-Comp   : M      51.0    44.2    32.8    16.9     9.4    11.7     0.0
DC(Min)     V       1.1     2.2     3.3     4.4     4.8     4.7     5.3
DL-Comp   : M      46.9    40.6    30.2    15.5     8.6    10.8     0.0
DW(Max)     V       1.0     2.0     3.0     4.1     4.4     4.3     4.9
DL-Comp   : M      20.3    17.6    13.1     6.7     3.7     4.7     0.0
DW(Min)     V       0.4     0.9     1.3     1.8     1.9     1.9     2.1
LL + I    : M+   1075.1   955.5   744.5   396.8   223.0   277.7     0.0
            V      78.1   102.0   126.9   151.9   163.2   159.8   176.0
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    84.0   104.0   127.5   151.9   163.2   159.8   176.0
            M     990.3   906.2   719.4   396.8   225.4   279.8    -0.0
Total     : M+   1603.2  1412.3  1083.2   571.0   319.7   398.5     0.0
            V      89.8   124.9   161.1   197.4   213.1   208.3   230.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    95.7   126.9   161.7   197.4   213.1   208.3   230.9
            M    1518.4  1363.0  1058.2   571.0   322.1   400.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.5             16.5
Deck+Haunch            22.8             22.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.1              3.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.0             37.0
DL-Comp.(DW)           24.5             24.5
Live                  119.0            119.0
        Truck          96.6             96.6
        Lane           22.4             22.4
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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
Self wt.  : M       0.0    28.9    23.1    41.7    81.0   109.1   126.0   131.6
(Max)       V      13.2    11.6    11.9    10.9     8.2     5.4     2.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     5.4     4.3     7.7    15.0    20.3    23.4    24.4
DC(Max)     V       2.4     2.2     2.2     2.0     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    40.2    32.1    57.9   112.5   151.5   175.0   182.8
Haunch (Max)V      18.3    16.1    16.6    15.1    11.3     7.6     3.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     0.9     1.9     2.9     4.0     5.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
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    13.0    10.4    18.7    36.4    49.1    56.7    59.2
DC(Max)     V       5.9     5.2     5.4     4.9     3.7     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
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     7.2     5.7    10.3    20.1    27.1    31.3    32.7
DW(Max)     V       3.3     2.9     3.0     2.7     2.0     1.4     0.7     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   105.7    84.8   151.7   289.0   385.0   438.0   447.9
            V      75.1    67.0    68.7    63.1    54.8    47.3    39.8    32.3
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    75.1    67.0    68.7    63.1    54.8    47.3    39.8    32.3
            M       0.0   105.7    84.8   151.7   289.0   385.0   438.0   447.9
Total     : M+      0.0   201.0   161.0   288.9   556.0   745.0   854.2   883.6
            V     118.4   105.3   108.1    98.9    81.8    65.4    49.0    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   118.4   105.3   108.1    98.9    81.8    65.4    49.0    32.5
            M       0.0   201.0   161.0   288.9   556.0   745.0   854.2   883.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.13   28.27   32.40   36.53   38.16   37.67   40.00
Self wt.  : M     126.0   109.1    81.0    41.7    23.1    28.9     0.0
(Max)       V       2.7     5.4     8.2    10.9    11.9    11.6    13.2
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      23.4    20.3    15.0     7.7     4.3     5.4     0.0
DC(Max)     V       0.5     1.0     1.5     2.0     2.2     2.2     2.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     175.0   151.5   112.5    57.9    32.1    40.2     0.0
Haunch (Max)V       3.8     7.6    11.3    15.1    16.6    16.1    18.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.0     2.9     1.9     0.9     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
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      56.7    49.1    36.4    18.7    10.4    13.0     0.0
DC(Max)     V       1.2     2.4     3.7     4.9     5.4     5.2     5.9
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      31.3    27.1    20.1    10.3     5.7     7.2     0.0
DW(Max)     V       0.7     1.4     2.0     2.7     3.0     2.9     3.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    438.0   385.0   289.0   151.7    84.8   105.7     0.0
            V      39.8    47.3    54.8    63.1    68.7    67.0    75.1
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    39.8    47.3    54.8    63.1    68.7    67.0    75.1
            M     438.0   385.0   289.0   151.7    84.8   105.7     0.0
Total     : M+    854.2   745.0   556.0   288.9   161.0   201.0     0.0
            V      49.0    65.4    81.8    98.9   108.1   105.3   118.4
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    49.0    65.4    81.8    98.9   108.1   105.3   118.4
            M     854.2   745.0   556.0   288.9   161.0   201.0     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.13    8.27   12.40   16.53   20.67
 
Beam-Self
Precast-top    0.085   0.113   0.202   0.265   0.302   0.315 
Bottom        -0.075  -0.100  -0.177  -0.232  -0.266  -0.277 
 
Prestress
Precast-top   -0.497  -0.497  -0.497  -0.497  -0.497  -0.497 
Bottom         1.921   1.921   1.921   1.921   1.921   1.921 
 
Total
Precast-top   -0.412  -0.384  -0.295  -0.232  -0.195  -0.182 
Bottom         1.847   1.822   1.744   1.689   1.656   1.645 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.54 %)
             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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
 
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   0.011   0.008   0.015   0.030   0.040   0.046   0.048 
Precast-top   -0.103  -0.272  -0.236  -0.195   0.041   0.210   0.312   0.348 
Bottom         0.396   1.547   1.311   1.472   1.238   1.070   0.969   0.934 
 

 
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    4.13    8.27   12.40   16.53   20.67
 
Beam-Self
Precast-top    0.085   0.113   0.202   0.265   0.302   0.315 
Bottom        -0.075  -0.100  -0.177  -0.232  -0.266  -0.277 
 
Prestress
Precast-top   -0.497  -0.497  -0.497  -0.497  -0.497  -0.497 
Bottom         1.921   1.921   1.921   1.921   1.921   1.921 
 
Total
Precast-top   -0.412  -0.384  -0.295  -0.232  -0.195  -0.182 
Bottom         1.847   1.822   1.744   1.689   1.656   1.645 
 
As_top  , in2  1.408   1.268   0.851   0.572   0.417   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.54 %)
             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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
 
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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
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   0.061   0.049   0.087   0.166   0.222   0.252   0.259 
Precast-top   -0.051  -0.111  -0.098  -0.061   0.089   0.197   0.261   0.281 
Bottom         0.198   0.649   0.555   0.557   0.278   0.081  -0.032  -0.061 
 

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 :   0.67
    230.9    6.5   40.9    0.381   0.0   6.00e-3 50.0    240.2     1.404    1.760      0.08
      0.0    0.3   40.8     42.0 0.194      16.4 0.87    12.00     0.092    1.237 
Transfer:   3.00
    208.3    6.5   40.9    1.717   0.0   1.89e-3 35.6    194.7     0.691    1.760      0.00
    400.6    1.2   40.3    189.0 0.177      36.8 1.99    12.00     0.092    1.415 
Critical:   4.02
    198.3    6.5   40.9    1.819   0.0   1.02e-3 32.6    170.0     0.539    1.760      0.00
    555.7    1.3   40.3    189.0 0.168      50.4 2.72    12.00     0.092    1.485 
0.1L    :   4.13
    197.4    6.5   40.9    1.829   0.0   0.94e-3 32.3    167.2     0.525    1.625      0.00
    571.0    1.3   40.3    189.0 0.168      52.1 2.82    12.00     0.092    1.492 
0.2L    :   8.27
    161.7    6.5   40.9    2.240   0.0   0.86e-3 32.0    125.8     0.392    0.496      0.00
   1058.2    1.6   40.1    189.0 0.138      53.8 2.92    12.00     0.092    1.186 
0.3L    :  12.40
    126.9    6.5   40.9    2.604   0.0   0.59e-3 31.1     79.8     0.240    0.496      0.00
   1363.0    1.8   40.0    189.0 0.108      61.2 3.33    24.00     0.092    1.602 
0.4L    :  16.53
     95.7    6.5   40.9    2.604   0.0   0.80e-3 31.8     51.0     0.158    0.413      0.00
   1518.4    1.8   40.0    189.0 0.082      55.2 3.01    24.00     0.092    1.775 
0.5L    :  20.67
     67.9    6.5   40.9    2.604   0.0   0.58e-3 31.0     13.9     0.092    0.413      0.00
   1556.8    1.8   40.0    189.0 0.058      61.6 3.35    24.00     0.092    2.638 
0.6L    :  24.80
     95.7    6.5   40.9    2.604   0.0   0.80e-3 31.8     51.0     0.158    0.413      0.00
   1518.4    1.8   40.0    189.0 0.082      55.2 3.01    24.00     0.092    1.775 
0.7L    :  28.93
    126.9    6.5   40.9    2.604   0.0   0.59e-3 31.1     79.8     0.240    0.496      0.00
   1363.0    1.8   40.0    189.0 0.108      61.2 3.33    24.00     0.092    1.602 
0.8L    :  33.07
    161.7    6.5   40.9    2.240   0.0   0.86e-3 32.0    125.8     0.392    0.496      0.00
   1058.2    1.6   40.1    189.0 0.138      53.8 2.92    12.00     0.092    1.186 
0.9L    :  37.20
    197.4    6.5   40.9    1.829   0.0   0.94e-3 32.3    167.2     0.525    1.625      0.00
    571.0    1.3   40.3    189.0 0.168      52.1 2.82    12.00     0.092    1.492 
Critical:  37.31
    198.3    6.5   40.9    1.819   0.0   1.02e-3 32.6    170.0     0.539    1.760      0.00
    555.7    1.3   40.3    189.0 0.168      50.4 2.72    12.00     0.092    1.485 
Transfer:  38.33
    208.3    6.5   40.9    1.717   0.0   1.89e-3 35.6    194.7     0.691    1.760      0.00
    400.6    1.2   40.3    189.0 0.177      36.8 1.99    12.00     0.092    1.415 
Bearing :  40.67
    230.9    6.5   40.9    0.381   0.0   6.00e-3 50.0    240.2     1.404    1.760      0.08
      0.0    0.3   40.8     42.0 0.194      16.4 0.87    12.00     0.092    1.237 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    1.02
 
 
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 = 30.00(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
    230.9      6.29     40.92    0.27       40.78    24.00      0.300      1.347      0.000      1.760 
Transfer:      2.33
    208.3      5.74     40.92    1.22       40.31    24.00      0.300      1.164      0.000      1.760 
Critical:      3.36
    198.4      5.48     40.92    1.29       40.27    24.00      0.300      1.075      0.000      1.760 
0.1L    :      3.47
    197.4      5.45     40.92    1.30       40.27    24.00      0.300      1.065      0.000      1.625 
0.2L    :      7.60
    161.7      4.48     40.92    1.58       40.13    24.00      0.300      0.742      0.000      0.496 
0.3L    :     11.73
    126.9      3.53     40.92    1.84       40.00    24.00      0.300      0.425      0.000      0.496 
0.4L    :     15.87
     95.7      2.66     40.92    1.84       40.00    24.00      0.300      0.136      0.000      0.413 
0.5L    :     20.00
     67.9      1.89     40.92    1.84       40.00    24.00      0.300      0.000      0.000      0.413 
0.6L    :     24.13
     95.7      2.66     40.92    1.84       40.00    24.00      0.300      0.136      0.000      0.413 
0.7L    :     28.27
    126.9      3.53     40.92    1.84       40.00    24.00      0.300      0.425      0.000      0.496 
0.8L    :     32.40
    161.7      4.48     40.92    1.58       40.13    24.00      0.300      0.742      0.000      0.496 
0.9L    :     36.53
    197.4      5.45     40.92    1.30       40.27    24.00      0.300      1.065      0.000      1.625 
Critical:     36.64
    198.4      5.48     40.92    1.29       40.27    24.00      0.300      1.075      0.000      1.760 
Transfer:     37.67
    208.3      5.74     40.92    1.22       40.31    24.00      0.300      1.164      0.000      1.760 
Bearing :     40.00
    230.9      6.29     40.92    0.27       40.78    24.00      0.300      1.347      0.000      1.760 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.47 ft
Prestress      :       0.164  1.80      0.296  2.20      0.362
Self Wt.       :      -0.030  1.85     -0.055  2.40     -0.072
Deck + Haunch  :                       -0.031  2.30     -0.070
DL-Prec. (DC)  :                       -0.004  3.00     -0.012
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.010
DL-Comp. (DW)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 7.60 ft
Prestress      :       0.295  1.80      0.531  2.20      0.649
Self Wt.       :      -0.056  1.85     -0.104  2.40     -0.135
Deck + Haunch  :                       -0.063  2.30     -0.146
DL-Prec. (DC)  :                       -0.008  3.00     -0.025
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 11.73 ft
Prestress      :       0.388  1.80      0.698  2.20      0.854
Self Wt.       :      -0.077  1.85     -0.143  2.40     -0.185
Deck + Haunch  :                       -0.089  2.30     -0.206
DL-Prec. (DC)  :                       -0.012  3.00     -0.036
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.010  3.00     -0.029
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 15.87 ft
Prestress      :       0.444  1.80      0.799  2.20      0.976
Self Wt.       :      -0.090  1.85     -0.167  2.40     -0.217
Deck + Haunch  :                       -0.106  2.30     -0.244
DL-Prec. (DC)  :                       -0.014  3.00     -0.043
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.035
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 20.00 ft
Prestress      :       0.462  1.80      0.832  2.20      1.017
Self Wt.       :      -0.095  1.85     -0.176  2.40     -0.228
Deck + Haunch  :                       -0.112  2.30     -0.257
DL-Prec. (DC)  :                       -0.015  3.00     -0.045
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.037
DL-Comp. (DW)  :                       -0.007  3.00     -0.020
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 24.13 ft
Prestress      :       0.444  1.80      0.799  2.20      0.976
Self Wt.       :      -0.090  1.85     -0.167  2.40     -0.217
Deck + Haunch  :                       -0.106  2.30     -0.244
DL-Prec. (DC)  :                       -0.014  3.00     -0.043
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.035
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 28.27 ft
Prestress      :       0.388  1.80      0.698  2.20      0.854
Self Wt.       :      -0.077  1.85     -0.143  2.40     -0.185
Deck + Haunch  :                       -0.089  2.30     -0.206
DL-Prec. (DC)  :                       -0.012  3.00     -0.036
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.010  3.00     -0.029
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 32.40 ft
Prestress      :       0.295  1.80      0.531  2.20      0.649
Self Wt.       :      -0.056  1.85     -0.104  2.40     -0.135
Deck + Haunch  :                       -0.063  2.30     -0.146
DL-Prec. (DC)  :                       -0.008  3.00     -0.025
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 36.53 ft
Prestress      :       0.164  1.80      0.296  2.20      0.362
Self Wt.       :      -0.030  1.85     -0.055  2.40     -0.072
Deck + Haunch  :                       -0.031  2.30     -0.070
DL-Prec. (DC)  :                       -0.004  3.00     -0.012
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.010
DL-Comp. (DW)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

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:   2.33
   398.5    40.9  1.717  267.4    1.4   1.22   1541.7  0.086T 1.00       -       -     -     -  
H/2     :   1.84
   319.7    40.9  1.437  267.8    1.2   1.02   1295.3  0.103T 1.00       -       -     -     -  
0.1L    :   3.47
   571.0    40.9  1.829  267.2    1.5   1.30   1640.1  0.080T 1.00       -       -     -     -  
0.2L    :   7.60
  1083.2    40.9  2.240  266.6    1.9   1.58   1996.5  0.065T 1.00       -       -     -     -  
0.3L    :  11.73
  1412.3    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00       -       -     -     -  
0.4L    :  15.87
  1603.2    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    508.3   508.3    4.54    -  
0.5L    :  20.00
  1653.8    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    497.9   497.9    4.64    -  
0.6L    :  24.13
  1603.2    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    508.3   508.3    4.54    -  
0.7L    :  28.27
  1412.3    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    538.1   538.1    4.29    -  
0.8L    :  32.40
  1083.2    40.9  2.240  266.6    1.9   1.58   1996.5  0.065T 1.00       -       -     -     -  
0.9L    :  36.53
   571.0    40.9  1.829  267.2    1.5   1.30   1640.1  0.080T 1.00       -       -     -     -  
H/2     :  38.16
   319.7    40.9  1.437  267.8    1.2   1.02   1295.3  0.103T 1.00       -       -     -     -  
Transfer:  37.67
   398.5    40.9  1.717  267.4    1.4   1.22   1541.7  0.086T 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 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.019
        M   2.00 Fb     0.264
 
  2   2 E   6.00 Ft    -0.060
        M   6.00 Fb     0.547
 
  3   2 E   6.00 Ft    -0.100
        M   6.00 Fb     0.830
 
  4   2 E   2.00 Ft    -0.204
        M   2.00 Fb     1.169
 
  5   2 E   2.00 Ft    -0.308
        M   2.00 Fb     1.508
 
  6   2 E   2.00 Ft    -0.412
        M   2.00 Fb     1.847
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 41.33            Release Length, ft: 41.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.63 %               Final losses: 12.13 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.847     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.412       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  2308.91     1653.80     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       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   0.048     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.348     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.547    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.281     Midspan
    Pre.Bot:                                                             2.000   0.649    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  20.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.462  1.80      0.832  2.20      1.017
Self Wt.       :      -0.095  1.85     -0.176  2.40     -0.228
Deck + Haunch  :                       -0.112  2.30     -0.257
DL-Prec. (DC)  :                       -0.015  3.00     -0.045
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.037
DL-Comp. (DW)  :                       -0.007  3.00     -0.020
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  3.50 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 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     =  34.000 in
Effective width  =  97.500 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       0.035      0.00       0.035   40.00
     DC  Line       0.076      0.00       0.076   40.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    20.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 41.333 ft
Release length = 41.333 ft
Design  length = 40.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.848   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.927   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.021   (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                  =        631.7 in2           1349.5 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           283735 in4#
Ht. of c.g.           =        17.14 in             29.45 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1462.8 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9290

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     2.33     1.84     3.47     7.60    11.73    15.87    20.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    634.8    645.8    643.5    645.8    645.8    645.8    645.8    645.8
  Yb      ,  in    17.07    16.84    16.89    16.84    16.84    16.84    16.84    16.84
  MI(Ixx) , in4   100576   102614   102192   102614   102614   102614   102614   102614
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1352.5   1363.0   1360.8   1363.0   1363.0   1363.0   1363.0   1363.0
  Yb      ,  in    29.39    29.19    29.23    29.19    29.19    29.19    29.19    29.19
  MI(Ixx) , in4   285785   292890   291408   292890   292890   292890   292890   292890

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.19 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 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:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.33 in):
     8 @  2.000 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     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.888 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.860 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.089 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)       
-------------------------------------------------------------------------------------
       496.000         740 367.040      6.716 27198.232   389.586     261.635        
 
 
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#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      4.1250    Yes
      2      US#6[M19]       60.00        0.88       6.50       4.1250      4.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.6667      6.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       6.1667      8.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00       8.1667     13.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      13.1667     28.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      28.1667     33.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      33.1667     35.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      35.1667     36.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      36.6667     37.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      37.2083     41.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      41.2083     41.3333     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 41.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg =  3.33 in
         P_init    =      510.4 kips  Ecc = 13.81 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.07 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.411 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.82 ksi    0.00 ksi
    due to Composite Loads                                 -0.60 ksi    0.00 ksi
    due to Live Loads                                      -3.24 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                         7.35 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.07 ksi  ( 4.63 %)            14.99 ksi ( 7.65 %)
Total Prestress Losses                                    24.06 ksi (12.27 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.0 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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
Self wt.  : M       0.0    28.9    23.1    41.7    81.0   109.1   126.0   131.6
(Max)       V      13.2    11.6    11.9    10.9     8.2     5.4     2.7     0.0
DL-Prec.  : M       0.0     4.9     3.9     7.1    13.7    18.5    21.4    22.3
DC(Max)     V       2.2     2.0     2.0     1.8     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    35.4    28.3    51.0    99.1   133.5   154.1   161.0
Haunch (Max)V      16.1    14.2    14.6    13.3    10.0     6.7     3.3     0.0
Diaphragm : M       0.0     0.3     0.2     0.4     1.0     1.5     2.0     2.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.0    10.4    18.7    36.4    49.1    56.7    59.2
DC(Max)     V       5.9     5.2     5.4     4.9     3.7     2.4     1.2     0.0
DL-Comp   : M       0.0     7.2     5.7    10.3    20.1    27.1    31.3    32.7
DW(Max)     V       3.3     2.9     3.0     2.7     2.0     1.4     0.7     0.0
LL + I    : M+      0.0   155.3   124.7   221.9   416.3   534.4   601.2   615.8
            V      88.0    79.9    81.6    76.0    63.5    51.0    39.1    30.6
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    88.0    79.9    81.6    76.0    63.8    52.0    42.1    33.8
            M      -0.0   156.5   126.1   221.9   402.3   506.8   553.8   561.5
Total     : M+      0.0   245.0   196.5   351.1   667.7   873.1   992.6  1025.0
            V     128.8   116.0   118.7   109.7    88.9    68.0    47.6    30.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   128.8   116.0   118.7   109.7    89.1    69.0    50.6    33.9
            M      -0.0   246.1   197.8   351.1   653.7   845.5   945.2   970.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.13   28.27   32.40   36.53   38.16   37.67   40.00
Self wt.  : M     126.0   109.1    81.0    41.7    23.1    28.9     0.0
(Max)       V       2.7     5.4     8.2    10.9    11.9    11.6    13.2
DL-Prec.  : M      21.4    18.5    13.7     7.1     3.9     4.9     0.0
DC(Max)     V       0.5     0.9     1.4     1.8     2.0     2.0     2.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     154.1   133.5    99.1    51.0    28.3    35.4     0.0
Haunch (Max)V       3.3     6.7    10.0    13.3    14.6    14.2    16.1
Diaphragm : M       2.0     1.5     1.0     0.4     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      56.7    49.1    36.4    18.7    10.4    13.0     0.0
DC(Max)     V       1.2     2.4     3.7     4.9     5.4     5.2     5.9
DL-Comp   : M      31.3    27.1    20.1    10.3     5.7     7.2     0.0
DW(Max)     V       0.7     1.4     2.0     2.7     3.0     2.9     3.3
LL + I    : M+    601.2   534.4   416.3   221.9   124.7   155.3     0.0
            V      39.1    51.0    63.5    76.0    81.6    79.9    88.0
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    42.1    52.0    63.8    76.0    81.6    79.9    88.0
            M     553.8   506.8   402.3   221.9   126.1   156.5    -0.0
Total     : M+    992.6   873.1   667.7   351.1   196.5   245.0     0.0
            V      47.6    68.0    88.9   109.7   118.7   116.0   128.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    50.6    69.0    89.1   109.7   118.7   116.0   128.8
            M     945.2   845.5   653.7   351.1   197.8   246.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               13.2             13.2
Deck+Haunch            16.1             16.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.2              2.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           29.6             29.6
DL-Comp.(DW)           16.3             16.3
Live                   68.0             68.0
        Truck          55.2             55.2
        Lane           12.8             12.8
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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
Self wt.  : M       0.0    28.9    23.1    41.7    81.0   109.1   126.0   131.6
(Max)       V      13.2    11.6    11.9    10.9     8.2     5.4     2.7     0.0
DL-Prec.  : M       0.0     4.9     3.9     7.1    13.7    18.5    21.4    22.3
DC(Max)     V       2.2     2.0     2.0     1.8     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    35.4    28.3    51.0    99.1   133.5   154.1   161.0
Haunch (Max)V      16.1    14.2    14.6    13.3    10.0     6.7     3.3     0.0
Diaphragm : M       0.0     0.3     0.2     0.4     1.0     1.5     2.0     2.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.0    10.4    18.7    36.4    49.1    56.7    59.2
DC(Max)     V       5.9     5.2     5.4     4.9     3.7     2.4     1.2     0.0
DL-Comp   : M       0.0     7.2     5.7    10.3    20.1    27.1    31.3    32.7
DW(Max)     V       3.3     2.9     3.0     2.7     2.0     1.4     0.7     0.0
LL + I    : M+      0.0   124.2    99.8   177.5   333.1   427.5   481.0   492.6
            V      70.4    63.9    65.3    60.8    50.8    40.8    31.3    24.4
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    70.4    63.9    65.3    60.8    51.0    41.6    33.6    27.1
            M      -0.0   125.2   100.8   177.5   321.9   405.4   443.1   449.2
Total     : M+      0.0   213.9   171.5   306.8   584.4   766.2   872.4   901.9
            V     111.2   100.0   102.4    94.5    76.2    57.8    39.8    24.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   111.2   100.0   102.4    94.5    76.4    58.6    42.2    27.2
            M      -0.0   214.8   172.6   306.8   573.2   744.2   834.4   858.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.13   28.27   32.40   36.53   38.16   37.67   40.00
Self wt.  : M     126.0   109.1    81.0    41.7    23.1    28.9     0.0
(Max)       V       2.7     5.4     8.2    10.9    11.9    11.6    13.2
DL-Prec.  : M      21.4    18.5    13.7     7.1     3.9     4.9     0.0
DC(Max)     V       0.5     0.9     1.4     1.8     2.0     2.0     2.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     154.1   133.5    99.1    51.0    28.3    35.4     0.0
Haunch (Max)V       3.3     6.7    10.0    13.3    14.6    14.2    16.1
Diaphragm : M       2.0     1.5     1.0     0.4     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      56.7    49.1    36.4    18.7    10.4    13.0     0.0
DC(Max)     V       1.2     2.4     3.7     4.9     5.4     5.2     5.9
DL-Comp   : M      31.3    27.1    20.1    10.3     5.7     7.2     0.0
DW(Max)     V       0.7     1.4     2.0     2.7     3.0     2.9     3.3
LL + I    : M+    481.0   427.5   333.1   177.5    99.8   124.2     0.0
            V      31.3    40.8    50.8    60.8    65.3    63.9    70.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    33.6    41.6    51.0    60.8    65.3    63.9    70.4
            M     443.1   405.4   321.9   177.5   100.8   125.2    -0.0
Total     : M+    872.4   766.2   584.4   306.8   171.5   213.9     0.0
            V      39.8    57.8    76.2    94.5   102.4   100.0   111.2
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    42.2    58.6    76.4    94.5   102.4   100.0   111.2
            M     834.4   744.2   573.2   306.8   172.6   214.8    -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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
Self wt.  : M       0.0    36.1    28.9    52.1   101.3   136.4   157.5   164.5
(Max)       V      16.5    14.5    14.9    13.6    10.2     6.8     3.4     0.0
Self wt.  : M       0.0    26.0    20.8    37.5    72.9    98.2   113.4   118.4
(Min)       V      11.8    10.5    10.8     9.8     7.3     4.9     2.4     0.0
DL-Prec.  : M       0.0     6.1     4.9     8.8    17.2    23.1    26.7    27.9
DC(Max)     V       2.8     2.5     2.5     2.3     1.7     1.2     0.6     0.0
DL-Prec.  : M       0.0     4.4     3.5     6.4    12.4    16.7    19.2    20.1
DC(Min)     V       2.0     1.8     1.8     1.7     1.2     0.8     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    44.2    35.4    63.7   123.9   166.8   192.6   201.2
Haunch (Max)V      20.1    17.8    18.3    16.6    12.5     8.3     4.2     0.0
Deck +    : M       0.0    31.8    25.5    45.9    89.2   120.1   138.7   144.9
Haunch (Min)V      14.5    12.8    13.2    12.0     9.0     6.0     3.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.5     1.2     1.8     2.5     3.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.4     0.9     1.3     1.8     2.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    16.3    13.0    23.4    45.6    61.4    70.8    74.0
DC(Max)     V       7.4     6.5     6.7     6.1     4.6     3.1     1.5     0.0
DL-Comp   : M       0.0    11.7     9.4    16.9    32.8    44.2    51.0    53.3
DC(Min)     V       5.3     4.7     4.8     4.4     3.3     2.2     1.1     0.0
DL-Comp   : M       0.0    10.8     8.6    15.5    30.2    40.6    46.9    49.0
DW(Max)     V       4.9     4.3     4.4     4.1     3.0     2.0     1.0     0.0
DL-Comp   : M       0.0     4.7     3.7     6.7    13.1    17.6    20.3    21.2
DW(Min)     V       2.1     1.9     1.9     1.8     1.3     0.9     0.4     0.0
LL + I    : M+      0.0   271.8   218.3   388.4   728.6   935.2  1052.2  1077.6
            V     154.1   139.9   142.9   133.0   111.1    89.3    68.4    53.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   154.1   139.9   142.9   133.0   111.6    91.1    73.6    59.2
            M      -0.0   273.8   220.6   388.4   704.1   886.9   969.2   982.7
Total     : M+      0.0   385.6   309.4   552.5  1047.8  1365.3  1549.2  1597.3
            V     205.9   185.7   189.9   175.8   143.3   110.8    79.3    53.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   205.9   185.7   189.9   175.8   143.8   112.6    84.4    59.3
            M      -0.0   387.7   311.7   552.5  1023.3  1317.1  1466.2  1502.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.13   28.27   32.40   36.53   38.16   37.67   40.00
Self wt.  : M     157.5   136.4   101.3    52.1    28.9    36.1     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.9    14.5    16.5
Self wt.  : M     113.4    98.2    72.9    37.5    20.8    26.0     0.0
(Min)       V       2.4     4.9     7.3     9.8    10.8    10.5    11.8
DL-Prec.  : M      26.7    23.1    17.2     8.8     4.9     6.1     0.0
DC(Max)     V       0.6     1.2     1.7     2.3     2.5     2.5     2.8
DL-Prec.  : M      19.2    16.7    12.4     6.4     3.5     4.4     0.0
DC(Min)     V       0.4     0.8     1.2     1.7     1.8     1.8     2.0
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     192.6   166.8   123.9    63.7    35.4    44.2     0.0
Haunch (Max)V       4.2     8.3    12.5    16.6    18.3    17.8    20.1
Deck +    : M     138.7   120.1    89.2    45.9    25.5    31.8     0.0
Haunch (Min)V       3.0     6.0     9.0    12.0    13.2    12.8    14.5
Diaphragm : M       2.5     1.8     1.2     0.5     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       1.8     1.3     0.9     0.4     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      70.8    61.4    45.6    23.4    13.0    16.3     0.0
DC(Max)     V       1.5     3.1     4.6     6.1     6.7     6.5     7.4
DL-Comp   : M      51.0    44.2    32.8    16.9     9.4    11.7     0.0
DC(Min)     V       1.1     2.2     3.3     4.4     4.8     4.7     5.3
DL-Comp   : M      46.9    40.6    30.2    15.5     8.6    10.8     0.0
DW(Max)     V       1.0     2.0     3.0     4.1     4.4     4.3     4.9
DL-Comp   : M      20.3    17.6    13.1     6.7     3.7     4.7     0.0
DW(Min)     V       0.4     0.9     1.3     1.8     1.9     1.9     2.1
LL + I    : M+   1052.2   935.2   728.6   388.4   218.3   271.8     0.0
            V      68.4    89.3   111.1   133.0   142.9   139.9   154.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    73.6    91.1   111.6   133.0   142.9   139.9   154.1
            M     969.2   886.9   704.1   388.4   220.6   273.8    -0.0
Total     : M+   1549.2  1365.3  1047.8   552.5   309.4   385.6     0.0
            V      79.3   110.8   143.3   175.8   189.9   185.7   205.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    84.4   112.6   143.8   175.8   189.9   185.7   205.9
            M    1466.2  1317.1  1023.3   552.5   311.7   387.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.5             16.5
Deck+Haunch            20.1             20.1
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.8              2.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.0             37.0
DL-Comp.(DW)           24.5             24.5
Live                  119.0            119.0
        Truck          96.6             96.6
        Lane           22.4             22.4
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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
Self wt.  : M       0.0    28.9    23.1    41.7    81.0   109.1   126.0   131.6
(Max)       V      13.2    11.6    11.9    10.9     8.2     5.4     2.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     4.9     3.9     7.1    13.7    18.5    21.4    22.3
DC(Max)     V       2.2     2.0     2.0     1.8     1.4     0.9     0.5     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    35.4    28.3    51.0    99.1   133.5   154.1   161.0
Haunch (Max)V      16.1    14.2    14.6    13.3    10.0     6.7     3.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.2     0.4     1.0     1.5     2.0     2.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    13.0    10.4    18.7    36.4    49.1    56.7    59.2
DC(Max)     V       5.9     5.2     5.4     4.9     3.7     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
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     7.2     5.7    10.3    20.1    27.1    31.3    32.7
DW(Max)     V       3.3     2.9     3.0     2.7     2.0     1.4     0.7     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   130.8   104.9   187.5   357.3   476.1   541.6   553.9
            V      82.2    73.3    75.2    69.0    60.0    51.8    43.6    35.3
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    82.2    73.3    75.2    69.0    60.0    51.8    43.6    35.3
            M       0.0   130.8   104.9   187.5   357.3   476.1   541.6   553.9
Total     : M+      0.0   220.4   176.6   316.8   608.7   814.8   932.9   963.1
            V     123.0   109.4   112.3   102.8    85.3    68.7    52.1    35.5
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   123.0   109.4   112.3   102.8    85.3    68.7    52.1    35.5
            M       0.0   220.4   176.6   316.8   608.7   814.8   932.9   963.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.13   28.27   32.40   36.53   38.16   37.67   40.00
Self wt.  : M     126.0   109.1    81.0    41.7    23.1    28.9     0.0
(Max)       V       2.7     5.4     8.2    10.9    11.9    11.6    13.2
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      21.4    18.5    13.7     7.1     3.9     4.9     0.0
DC(Max)     V       0.5     0.9     1.4     1.8     2.0     2.0     2.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     154.1   133.5    99.1    51.0    28.3    35.4     0.0
Haunch (Max)V       3.3     6.7    10.0    13.3    14.6    14.2    16.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       2.0     1.5     1.0     0.4     0.2     0.3     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      56.7    49.1    36.4    18.7    10.4    13.0     0.0
DC(Max)     V       1.2     2.4     3.7     4.9     5.4     5.2     5.9
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      31.3    27.1    20.1    10.3     5.7     7.2     0.0
DW(Max)     V       0.7     1.4     2.0     2.7     3.0     2.9     3.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    541.6   476.1   357.3   187.5   104.9   130.8     0.0
            V      43.6    51.8    60.0    69.0    75.2    73.3    82.2
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    43.6    51.8    60.0    69.0    75.2    73.3    82.2
            M     541.6   476.1   357.3   187.5   104.9   130.8     0.0
Total     : M+    932.9   814.8   608.7   316.8   176.6   220.4     0.0
            V      52.1    68.7    85.3   102.8   112.3   109.4   123.0
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    52.1    68.7    85.3   102.8   112.3   109.4   123.0
            M     932.9   814.8   608.7   316.8   176.6   220.4     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.13    8.27   12.40   16.53   20.67
 
Beam-Self
Precast-top    0.085   0.113   0.202   0.265   0.302   0.315 
Bottom        -0.075  -0.100  -0.177  -0.232  -0.266  -0.277 
 
Prestress
Precast-top   -0.497  -0.497  -0.497  -0.497  -0.497  -0.497 
Bottom         1.921   1.921   1.921   1.921   1.921   1.921 
 
Total
Precast-top   -0.412  -0.384  -0.295  -0.232  -0.195  -0.182 
Bottom         1.847   1.822   1.744   1.689   1.656   1.645 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.54 %)
             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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
 
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   0.012   0.009   0.017   0.032   0.044   0.050   0.053 
Precast-top   -0.103  -0.283  -0.246  -0.212   0.008   0.165   0.260   0.292 
Bottom         0.396   1.558   1.320   1.487   1.268   1.111   1.016   0.984 
 

 
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    4.13    8.27   12.40   16.53   20.67
 
Beam-Self
Precast-top    0.085   0.113   0.202   0.265   0.302   0.315 
Bottom        -0.075  -0.100  -0.177  -0.232  -0.266  -0.277 
 
Prestress
Precast-top   -0.497  -0.497  -0.497  -0.497  -0.497  -0.497 
Bottom         1.921   1.921   1.921   1.921   1.921   1.921 
 
Total
Precast-top   -0.412  -0.384  -0.295  -0.232  -0.195  -0.182 
Bottom         1.847   1.822   1.744   1.689   1.656   1.645 
 
As_top  , in2  1.408   1.268   0.851   0.572   0.417   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.54 %)
             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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
 
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    2.33    1.84    3.47    7.60   11.73   15.87   20.00
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   0.065   0.116   0.221   0.295   0.336   0.344 
Precast-top   -0.051  -0.105  -0.094  -0.054   0.104   0.215   0.281   0.301 
Bottom         0.198   0.623   0.534   0.519   0.207  -0.014  -0.140  -0.170 
 

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 :   0.67
    205.9    6.5   40.9    0.382   0.0   6.00e-3 50.0    212.4     1.242    1.760      0.00
      0.0    0.3   40.8     42.0 0.173      16.3 0.87    12.00     0.092    1.387 
Transfer:   3.00
    185.7    6.5   40.9    1.720   0.0   0.94e-3 32.3    154.3     0.485    1.760      0.00
    387.7    1.4   40.2    189.0 0.158      52.0 2.81    12.00     0.092    1.584 
Critical:   4.02
    176.8    6.5   40.9    1.822   0.0   0.17e-3 29.6    118.1     0.334    1.760      0.00
    536.9    1.5   40.2    189.0 0.150      78.3 4.24    12.00     0.092    1.662 
0.1L    :   4.13
    175.8    6.5   40.9    1.833   0.0   0.10e-3 29.4    113.0     0.316    1.625      0.00
    552.5    1.5   40.2    189.0 0.150      82.4 4.46    12.00     0.092    1.671 
0.2L    :   8.27
    143.8    6.5   40.9    2.244   0.0   0.42e-3 30.5     92.5     0.272    0.496      0.00
   1023.3    1.8   40.0    189.0 0.123      67.3 3.66    24.00     0.092    1.478 
0.3L    :  12.40
    112.6    6.5   40.9    2.604   0.0   0.23e-3 29.8     49.9     0.143    0.496      0.00
   1317.1    2.1   39.9    189.0 0.097      75.2 4.10    24.00     0.092    1.982 
0.4L    :  16.53
     84.4    6.5   40.9    2.604   0.0   0.45e-3 30.6     28.1     0.092    0.413      0.00
   1466.2    2.1   39.9    189.0 0.072      65.7 3.59    24.00     0.092    2.187 
0.5L    :  20.67
     59.3    6.5   40.9    2.604   0.0   0.26e-3 29.9      0.0     0.092    0.413      0.00
   1502.4    2.1   39.9    189.0 0.051      73.6 4.02    24.00     0.092    3.288 
0.6L    :  24.80
     84.4    6.5   40.9    2.604   0.0   0.45e-3 30.6     28.1     0.092    0.413      0.00
   1466.2    2.1   39.9    189.0 0.072      65.7 3.59    24.00     0.092    2.187 
0.7L    :  28.93
    112.6    6.5   40.9    2.604   0.0   0.23e-3 29.8     49.9     0.143    0.496      0.00
   1317.1    2.1   39.9    189.0 0.097      75.2 4.10    24.00     0.092    1.982 
0.8L    :  33.07
    143.8    6.5   40.9    2.244   0.0   0.42e-3 30.5     92.5     0.272    0.496      0.00
   1023.3    1.8   40.0    189.0 0.123      67.3 3.66    24.00     0.092    1.478 
0.9L    :  37.20
    175.8    6.5   40.9    1.833   0.0   0.10e-3 29.4    113.0     0.316    1.625      0.00
    552.5    1.5   40.2    189.0 0.150      82.4 4.46    12.00     0.092    1.671 
Critical:  37.32
    176.8    6.5   40.9    1.822   0.0   0.17e-3 29.6    118.1     0.334    1.760      0.00
    536.9    1.5   40.2    189.0 0.150      78.3 4.24    12.00     0.092    1.662 
Transfer:  38.33
    185.7    6.5   40.9    1.720   0.0   0.94e-3 32.3    154.3     0.485    1.760      0.00
    387.7    1.4   40.2    189.0 0.158      52.0 2.81    12.00     0.092    1.584 
Bearing :  40.67
    205.9    6.5   40.9    0.382   0.0   6.00e-3 50.0    212.4     1.242    1.760      0.00
      0.0    0.3   40.8     42.0 0.173      16.3 0.87    12.00     0.092    1.387 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    1.02
 
 
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 = 30.00(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
    205.9      5.61     40.92    0.31       40.76    24.00      0.300      1.121      0.000      1.760 
Transfer:      2.33
    185.7      5.13     40.92    1.39       40.22    24.00      0.300      0.960      0.000      1.760 
Critical:      3.35
    176.9      4.89     40.92    1.47       40.18    24.00      0.300      0.880      0.000      1.760 
0.1L    :      3.47
    175.8      4.86     40.92    1.48       40.18    24.00      0.300      0.871      0.000      1.625 
0.2L    :      7.60
    143.8      3.99     40.92    1.80       40.02    24.00      0.300      0.581      0.000      0.496 
0.3L    :     11.73
    112.6      3.14     40.92    2.09       39.87    24.00      0.300      0.296      0.000      0.496 
0.4L    :     15.87
     84.4      2.35     40.92    2.09       39.87    24.00      0.300      0.034      0.000      0.413 
0.5L    :     20.00
     59.3      1.65     40.92    2.09       39.87    24.00      0.300      0.000      0.000      0.413 
0.6L    :     24.13
     84.4      2.35     40.92    2.09       39.87    24.00      0.300      0.034      0.000      0.413 
0.7L    :     28.27
    112.6      3.14     40.92    2.09       39.87    24.00      0.300      0.296      0.000      0.496 
0.8L    :     32.40
    143.8      3.99     40.92    1.80       40.02    24.00      0.300      0.581      0.000      0.496 
0.9L    :     36.53
    175.8      4.86     40.92    1.48       40.18    24.00      0.300      0.871      0.000      1.625 
Critical:     36.65
    176.9      4.89     40.92    1.47       40.18    24.00      0.300      0.880      0.000      1.760 
Transfer:     37.67
    185.7      5.13     40.92    1.39       40.22    24.00      0.300      0.960      0.000      1.760 
Bearing :     40.00
    205.9      5.61     40.92    0.31       40.76    24.00      0.300      1.121      0.000      1.760 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.47 ft
Prestress      :       0.164  1.80      0.296  2.20      0.362
Self Wt.       :      -0.030  1.85     -0.055  2.40     -0.072
Deck + Haunch  :                       -0.027  2.30     -0.062
DL-Prec. (DC)  :                       -0.004  3.00     -0.011
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.010
DL-Comp. (DW)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 7.60 ft
Prestress      :       0.295  1.80      0.531  2.20      0.649
Self Wt.       :      -0.056  1.85     -0.104  2.40     -0.135
Deck + Haunch  :                       -0.056  2.30     -0.129
DL-Prec. (DC)  :                       -0.008  3.00     -0.023
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.022
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 11.73 ft
Prestress      :       0.388  1.80      0.698  2.20      0.854
Self Wt.       :      -0.077  1.85     -0.143  2.40     -0.185
Deck + Haunch  :                       -0.079  2.30     -0.181
DL-Prec. (DC)  :                       -0.011  3.00     -0.033
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.010  3.00     -0.030
DL-Comp. (DW)  :                       -0.006  3.00     -0.017
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 15.87 ft
Prestress      :       0.444  1.80      0.799  2.20      0.976
Self Wt.       :      -0.090  1.85     -0.167  2.40     -0.217
Deck + Haunch  :                       -0.093  2.30     -0.215
DL-Prec. (DC)  :                       -0.013  3.00     -0.039
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.036
DL-Comp. (DW)  :                       -0.007  3.00     -0.020
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 20.00 ft
Prestress      :       0.462  1.80      0.832  2.20      1.017
Self Wt.       :      -0.095  1.85     -0.176  2.40     -0.228
Deck + Haunch  :                       -0.098  2.30     -0.226
DL-Prec. (DC)  :                       -0.014  3.00     -0.041
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.013  3.00     -0.038
DL-Comp. (DW)  :                       -0.007  3.00     -0.021
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 24.13 ft
Prestress      :       0.444  1.80      0.799  2.20      0.976
Self Wt.       :      -0.090  1.85     -0.167  2.40     -0.217
Deck + Haunch  :                       -0.093  2.30     -0.215
DL-Prec. (DC)  :                       -0.013  3.00     -0.039
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.036
DL-Comp. (DW)  :                       -0.007  3.00     -0.020
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 28.27 ft
Prestress      :       0.388  1.80      0.698  2.20      0.854
Self Wt.       :      -0.077  1.85     -0.143  2.40     -0.185
Deck + Haunch  :                       -0.079  2.30     -0.181
DL-Prec. (DC)  :                       -0.011  3.00     -0.033
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.010  3.00     -0.030
DL-Comp. (DW)  :                       -0.006  3.00     -0.017
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 32.40 ft
Prestress      :       0.295  1.80      0.531  2.20      0.649
Self Wt.       :      -0.056  1.85     -0.104  2.40     -0.135
Deck + Haunch  :                       -0.056  2.30     -0.129
DL-Prec. (DC)  :                       -0.008  3.00     -0.023
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.022
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 36.53 ft
Prestress      :       0.164  1.80      0.296  2.20      0.362
Self Wt.       :      -0.030  1.85     -0.055  2.40     -0.072
Deck + Haunch  :                       -0.027  2.30     -0.062
DL-Prec. (DC)  :                       -0.004  3.00     -0.011
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.010
DL-Comp. (DW)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

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:   2.33
   385.6    40.9  1.720  267.0    1.6   1.39   1539.5  0.075T 1.00       -       -     -     -  
H/2     :   1.84
   309.4    40.9  1.439  267.5    1.4   1.16   1294.2  0.090T 1.00       -       -     -     -  
0.1L    :   3.47
   552.5    40.9  1.833  266.8    1.7   1.48   1637.3  0.070T 1.00       -       -     -     -  
0.2L    :   7.60
  1047.8    40.9  2.244  266.1    2.1   1.80   1991.0  0.057T 1.00       -       -     -     -  
0.3L    :  11.73
  1365.3    40.9  2.604  265.5    2.5   2.09   2297.0  0.049T 1.00       -       -     -     -  
0.4L    :  15.87
  1549.2    40.9  2.604  265.5    2.5   2.09   2297.0  0.049T 1.00    521.8   521.8    4.40    -  
0.5L    :  20.00
  1597.3    40.9  2.604  265.5    2.5   2.09   2297.0  0.049T 1.00    512.8   512.8    4.48    -  
0.6L    :  24.13
  1549.2    40.9  2.604  265.5    2.5   2.09   2297.0  0.049T 1.00    521.8   521.8    4.40    -  
0.7L    :  28.27
  1365.3    40.9  2.604  265.5    2.5   2.09   2297.0  0.049T 1.00    548.2   548.2    4.19    -  
0.8L    :  32.40
  1047.8    40.9  2.244  266.1    2.1   1.80   1991.0  0.057T 1.00       -       -     -     -  
0.9L    :  36.53
   552.5    40.9  1.833  266.8    1.7   1.48   1637.3  0.070T 1.00       -       -     -     -  
H/2     :  38.16
   309.4    40.9  1.439  267.5    1.4   1.16   1294.2  0.090T 1.00       -       -     -     -  
Transfer:  37.67
   385.6    40.9  1.720  267.0    1.6   1.39   1539.5  0.075T 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 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.019
        M   2.00 Fb     0.264
 
  2   2 E   6.00 Ft    -0.060
        M   6.00 Fb     0.547
 
  3   2 E   6.00 Ft    -0.100
        M   6.00 Fb     0.830
 
  4   2 E   2.00 Ft    -0.204
        M   2.00 Fb     1.169
 
  5   2 E   2.00 Ft    -0.308
        M   2.00 Fb     1.508
 
  6   2 E   2.00 Ft    -0.412
        M   2.00 Fb     1.847
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 41.33            Release Length, ft: 41.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.63 %               Final losses: 12.27 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.847     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.412       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  2297.00     1597.31     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       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   0.053     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.292     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.558    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.301     Midspan
    Pre.Bot:                                                             2.000   0.623    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  20.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.462  1.80      0.832  2.20      1.017
Self Wt.       :      -0.095  1.85     -0.176  2.40     -0.228
Deck + Haunch  :                       -0.098  2.30     -0.226
DL-Prec. (DC)  :                       -0.014  3.00     -0.041
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.013  3.00     -0.038
DL-Comp. (DW)  :                       -0.007  3.00     -0.021
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
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

