 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTB45 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 45 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 2.25 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_b719.tmp\BTB45\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 =     46.333
Bearing-to-bearing, ft =     45.000
Release span      , ft =     46.333
 
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   45.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   45.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   45.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   45.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   45.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   45.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   45.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   45.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   45.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   45.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   45.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   22.500
   1    2        0.500   22.500
   1    3        0.500   22.500
   1    4        0.500   22.500
   1    5        0.250   22.500
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   45.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   45.00   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    0.079     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 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.1670 12.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 12.6670 33.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 33.6663 36.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 36.1663 40.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 40.1667 41.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 41.6667 42.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 42.2083 46.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 46.2083 46.3333 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 46.3330       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 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.1670 12.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 12.6670 33.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 33.6663 36.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 36.1663 40.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 40.1667 41.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 41.6667 42.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 42.2083 46.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 46.2083 46.3333 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 46.3330       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 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.1670 12.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 12.6670 33.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 33.6663 36.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 36.1663 40.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 40.1667 41.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 41.6667 42.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 42.2083 46.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 46.2083 46.3333 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 46.3330       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 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.1670 12.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 12.6670 33.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 33.6663 36.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 36.1663 40.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 40.1667 41.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 41.6667 42.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 42.2083 46.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 46.2083 46.3333 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 46.3330       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 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.1670 12.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 12.6670 33.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 33.6663 36.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 36.1663 40.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 40.1667 41.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 41.6667 42.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 42.2083 46.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 46.2083 46.3333 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 46.3330       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   45.00
     DC  Line       0.052      0.00       0.052   45.00
     DC  Line       0.076      0.00       0.076   45.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    22.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 46.333 ft
Release length = 46.333 ft
Design  length = 45.000 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)  : 0.821   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.934   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.029   (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     3.97     8.60    13.23    17.87    22.50
 
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)   =      0.099 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)       
-------------------------------------------------------------------------------------
       556.000         740 411.440      7.528 30488.346   411.213     293.285        
 
 
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     10.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.1670     12.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      12.6670     33.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      33.6663     36.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      36.1663     40.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      40.1667     41.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      41.6667     42.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      42.2083     46.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      46.2083     46.3333     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 46.3330       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     **     8.73 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.359 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.43 ksi    0.00 ksi
    due to Composite Loads                                 -0.76 ksi    0.00 ksi
    due to Live Loads                                      -3.74 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                  8.73 ksi  ( 4.45 %)            13.72 ksi ( 7.00 %)
Total Prestress Losses                                    22.45 ksi (11.45 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    32.8    26.2    53.6   103.0   138.3   159.5   166.6
(Max)       V      14.8    13.3    13.6    12.2     9.1     6.1     3.0     0.0
DL-Prec.  : M       0.0     8.1     6.5    13.3    25.6    34.4    39.6    41.4
DC(Max)     V       3.7     3.3     3.4     3.0     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.1    32.0    65.5   126.0   169.2   195.1   203.7
Haunch (Max)V      18.1    16.2    16.6    14.9    11.2     7.5     3.7     0.0
Diaphragm : M       0.0     0.3     0.2     0.5     1.1     1.7     2.2     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.7    11.8    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.1     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     8.1     6.5    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.4     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   162.0   129.8   262.1   486.7   626.1   703.1   711.5
            V      92.9    86.2    87.6    81.6    24.8    11.9    41.0    28.1
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    92.9    86.2    87.6    81.6    67.9    55.8    44.3    34.9
            M      -0.0   164.0   131.9   262.1   465.6   588.9   630.7   625.9
Total     : M+      0.0   266.1   213.1   432.4   814.3  1066.2  1210.9  1242.2
            V     140.0   128.4   130.8   120.3    54.0    31.4    50.8    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   140.0   128.4   130.8   120.3    97.0    75.3    54.1    35.0
            M      -0.0   268.1   215.1   432.4   793.1  1029.0  1138.5  1156.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   43.16   42.67   45.00
Self wt.  : M     159.5   138.3   103.0    53.6    26.2    32.8     0.0
(Max)       V       3.0     6.1     9.1    12.2    13.6    13.3    14.8
DL-Prec.  : M      39.6    34.4    25.6    13.3     6.5     8.1     0.0
DC(Max)     V       0.8     1.5     2.3     3.0     3.4     3.3     3.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     195.1   169.2   126.0    65.5    32.0    40.1     0.0
Haunch (Max)V       3.7     7.5    11.2    14.9    16.6    16.2    18.1
Diaphragm : M       2.2     1.7     1.1     0.5     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      71.7    62.2    46.3    24.1    11.8    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.1     6.0     6.7
DL-Comp   : M      39.6    34.3    25.6    13.3     6.5     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.4     3.3     3.7
LL + I    : M+    703.1   626.1   486.7   262.1   129.8   162.0     0.0
            V      41.0    11.9    24.8    81.6    87.6    86.2    92.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    44.3    55.8    67.9    81.6    87.6    86.2    92.9
            M     630.7   588.9   465.6   262.1   131.9   164.0    -0.0
Total     : M+   1210.9  1066.2   814.3   432.4   213.1   266.1     0.0
            V      50.8    31.4    54.0   120.3   130.8   128.4   140.0
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    54.1    75.3    97.0   120.3   130.8   128.4   140.0
            M    1138.5  1029.0   793.1   432.4   215.1   268.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               14.8             14.8
Deck+Haunch            18.1             18.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.7              3.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           33.3             33.3
DL-Comp.(DW)           18.4             18.4
Live                   71.5             71.5
        Truck          57.1             57.1
        Lane           14.4             14.4
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, 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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    32.8    26.2    53.6   103.0   138.3   159.5   166.6
(Max)       V      14.8    13.3    13.6    12.2     9.1     6.1     3.0     0.0
DL-Prec.  : M       0.0     8.1     6.5    13.3    25.6    34.4    39.6    41.4
DC(Max)     V       3.7     3.3     3.4     3.0     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.1    32.0    65.5   126.0   169.2   195.1   203.7
Haunch (Max)V      18.1    16.2    16.6    14.9    11.2     7.5     3.7     0.0
Diaphragm : M       0.0     0.3     0.2     0.5     1.1     1.7     2.2     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.7    11.8    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.1     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     8.1     6.5    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.4     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   129.6   103.9   209.7   389.4   500.9   562.5   569.2
            V      74.3    69.0    70.1    65.2    19.9     9.6    32.8    22.5
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    74.3    69.0    70.1    65.2    54.3    44.6    35.4    27.9
            M      -0.0   131.2   105.5   209.7   372.5   471.1   504.6   500.7
Total     : M+      0.0   233.7   187.1   379.9   716.9   940.9  1070.3  1099.9
            V     121.4   111.2   113.3   104.0    49.0    29.0    42.6    22.6
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   121.4   111.2   113.3   104.0    83.4    64.1    45.2    28.0
            M      -0.0   235.3   188.8   379.9   700.0   911.2  1012.4  1031.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   43.16   42.67   45.00
Self wt.  : M     159.5   138.3   103.0    53.6    26.2    32.8     0.0
(Max)       V       3.0     6.1     9.1    12.2    13.6    13.3    14.8
DL-Prec.  : M      39.6    34.4    25.6    13.3     6.5     8.1     0.0
DC(Max)     V       0.8     1.5     2.3     3.0     3.4     3.3     3.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     195.1   169.2   126.0    65.5    32.0    40.1     0.0
Haunch (Max)V       3.7     7.5    11.2    14.9    16.6    16.2    18.1
Diaphragm : M       2.2     1.7     1.1     0.5     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      71.7    62.2    46.3    24.1    11.8    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.1     6.0     6.7
DL-Comp   : M      39.6    34.3    25.6    13.3     6.5     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.4     3.3     3.7
LL + I    : M+    562.5   500.9   389.4   209.7   103.9   129.6     0.0
            V      32.8     9.6    19.9    65.2    70.1    69.0    74.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.4    44.6    54.3    65.2    70.1    69.0    74.3
            M     504.6   471.1   372.5   209.7   105.5   131.2    -0.0
Total     : M+   1070.3   940.9   716.9   379.9   187.1   233.7     0.0
            V      42.6    29.0    49.0   104.0   113.3   111.2   121.4
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    45.2    64.1    83.4   104.0   113.3   111.2   121.4
            M    1012.4   911.2   700.0   379.9   188.8   235.3    -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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    40.9    32.7    66.9   128.7   172.9   199.4   208.2
(Max)       V      18.5    16.6    17.0    15.2    11.4     7.6     3.8     0.0
Self wt.  : M       0.0    29.5    23.6    48.2    92.7   124.5   143.5   149.9
(Min)       V      13.3    11.9    12.2    11.0     8.2     5.5     2.7     0.0
DL-Prec.  : M       0.0    10.2     8.1    16.6    32.0    43.0    49.6    51.8
DC(Max)     V       4.6     4.1     4.2     3.8     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     7.3     5.9    12.0    23.0    30.9    35.7    37.3
DC(Min)     V       3.3     3.0     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
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    50.1    40.0    81.9   157.5   211.5   243.9   254.6
Haunch (Max)V      22.6    20.3    20.8    18.6    14.0     9.3     4.7     0.0
Deck +    : M       0.0    36.1    28.8    58.9   113.4   152.2   175.6   183.3
Haunch (Min)V      16.3    14.6    15.0    13.4    10.1     6.7     3.4     0.0
Diaphragm : M       0.0     0.4     0.3     0.6     1.3     2.1     2.8     3.5
(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     1.0     1.5     2.0     2.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    18.4    14.7    30.1    57.9    77.8    89.7    93.7
DC(Max)     V       8.3     7.5     7.6     6.9     5.1     3.4     1.7     0.0
DL-Comp   : M       0.0    13.3    10.6    21.7    41.7    56.0    64.6    67.4
DC(Min)     V       6.0     5.4     5.5     4.9     3.7     2.5     1.2     0.0
DL-Comp   : M       0.0    12.2     9.7    19.9    38.3    51.5    59.4    62.0
DW(Max)     V       5.5     4.9     5.1     4.5     3.4     2.3     1.1     0.0
DL-Comp   : M       0.0     5.3     4.2     8.6    16.6    22.3    25.7    26.9
DW(Min)     V       2.4     2.1     2.2     2.0     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   283.5   227.2   458.7   851.8  1095.7  1230.4  1245.1
            V     162.6   150.9   153.4   142.7    43.5    20.9    71.8    49.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   162.6   150.9   153.4   142.7   118.8    97.7    77.5    61.0
            M      -0.0   287.0   230.9   458.7   814.7  1030.6  1103.8  1095.3
Total     : M+      0.0   415.7   332.9   674.8  1267.6  1654.3  1875.1  1918.9
            V     222.3   204.5   208.2   191.9    80.4    45.6    84.2    49.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   222.3   204.5   208.2   191.9   155.8   122.3    89.9    61.2
            M      -0.0   419.2   336.5   674.8  1230.5  1589.3  1748.4  1769.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   43.16   42.67   45.00
Self wt.  : M     199.4   172.9   128.7    66.9    32.7    40.9     0.0
(Max)       V       3.8     7.6    11.4    15.2    17.0    16.6    18.5
Self wt.  : M     143.5   124.5    92.7    48.2    23.6    29.5     0.0
(Min)       V       2.7     5.5     8.2    11.0    12.2    11.9    13.3
DL-Prec.  : M      49.6    43.0    32.0    16.6     8.1    10.2     0.0
DC(Max)     V       0.9     1.9     2.8     3.8     4.2     4.1     4.6
DL-Prec.  : M      35.7    30.9    23.0    12.0     5.9     7.3     0.0
DC(Min)     V       0.7     1.4     2.0     2.7     3.0     3.0     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     243.9   211.5   157.5    81.9    40.0    50.1     0.0
Haunch (Max)V       4.7     9.3    14.0    18.6    20.8    20.3    22.6
Deck +    : M     175.6   152.2   113.4    58.9    28.8    36.1     0.0
Haunch (Min)V       3.4     6.7    10.1    13.4    15.0    14.6    16.3
Diaphragm : M       2.8     2.1     1.3     0.6     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.0     1.5     1.0     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      89.7    77.8    57.9    30.1    14.7    18.4     0.0
DC(Max)     V       1.7     3.4     5.1     6.9     7.6     7.5     8.3
DL-Comp   : M      64.6    56.0    41.7    21.7    10.6    13.3     0.0
DC(Min)     V       1.2     2.5     3.7     4.9     5.5     5.4     6.0
DL-Comp   : M      59.4    51.5    38.3    19.9     9.7    12.2     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.1     4.9     5.5
DL-Comp   : M      25.7    22.3    16.6     8.6     4.2     5.3     0.0
DW(Min)     V       0.5     1.0     1.5     2.0     2.2     2.1     2.4
LL + I    : M+   1230.4  1095.7   851.8   458.7   227.2   283.5     0.0
            V      71.8    20.9    43.5   142.7   153.4   150.9   162.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    77.5    97.7   118.8   142.7   153.4   150.9   162.6
            M    1103.8  1030.6   814.7   458.7   230.9   287.0    -0.0
Total     : M+   1875.1  1654.3  1267.6   674.8   332.9   415.7     0.0
            V      84.2    45.6    80.4   191.9   208.2   204.5   222.3
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    89.9   122.3   155.8   191.9   208.2   204.5   222.3
            M    1748.4  1589.3  1230.5   674.8   336.5   419.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               18.5             18.5
Deck+Haunch            22.6             22.6
Diaphragm               0.2              0.2
DL-Prec.(DC)            4.6              4.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           41.6             41.6
DL-Comp.(DW)           27.6             27.6
Live                  125.1            125.1
        Truck          99.9             99.9
        Lane           25.2             25.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, 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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    32.8    26.2    53.6   103.0   138.3   159.5   166.6
(Max)       V      14.8    13.3    13.6    12.2     9.1     6.1     3.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     8.1     6.5    13.3    25.6    34.4    39.6    41.4
DC(Max)     V       3.7     3.3     3.4     3.0     2.3     1.5     0.8     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    40.1    32.0    65.5   126.0   169.2   195.1   203.7
Haunch (Max)V      18.1    16.2    16.6    14.9    11.2     7.5     3.7     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.2     0.5     1.1     1.7     2.2     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    14.7    11.8    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.1     5.5     4.1     2.7     1.4     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     8.1     6.5    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.4     3.0     2.3     1.5     0.8     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   144.7   116.4   231.6   413.6   543.6   618.8   634.4
            V      88.7    80.7    82.4    75.1    61.9    52.8    44.5    36.3
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    88.7    80.7    82.4    75.1    61.9    52.8    44.5    36.3
            M       0.0   144.7   116.4   231.6   413.6   543.6   618.8   634.4
Total     : M+      0.0   248.8   199.6   401.9   741.1   983.6  1126.6  1165.1
            V     135.8   122.9   125.6   113.9    91.0    72.3    54.3    36.4
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   135.8   122.9   125.6   113.9    91.0    72.3    54.3    36.4
            M       0.0   248.8   199.6   401.9   741.1   983.6  1126.6  1165.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   43.16   42.67   45.00
Self wt.  : M     159.5   138.3   103.0    53.6    26.2    32.8     0.0
(Max)       V       3.0     6.1     9.1    12.2    13.6    13.3    14.8
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      39.6    34.4    25.6    13.3     6.5     8.1     0.0
DC(Max)     V       0.8     1.5     2.3     3.0     3.4     3.3     3.7
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     195.1   169.2   126.0    65.5    32.0    40.1     0.0
Haunch (Max)V       3.7     7.5    11.2    14.9    16.6    16.2    18.1
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       2.2     1.7     1.1     0.5     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      71.7    62.2    46.3    24.1    11.8    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.1     6.0     6.7
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      39.6    34.3    25.6    13.3     6.5     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.4     3.3     3.7
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+    618.8   543.6   413.6   231.6   116.4   144.7     0.0
            V      44.5    52.8    61.9    75.1    82.4    80.7    88.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    44.5    52.8    61.9    75.1    82.4    80.7    88.7
            M     618.8   543.6   413.6   231.6   116.4   144.7     0.0
Total     : M+   1126.6   983.6   741.1   401.9   199.6   248.8     0.0
            V      54.3    72.3    91.0   113.9   125.6   122.9   135.8
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    54.3    72.3    91.0   113.9   125.6   122.9   135.8
            M    1126.6   983.6   741.1   401.9   199.6   248.8     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.63    9.27   13.90   18.53   23.17
 
Beam-Self
Precast-top    0.096   0.142   0.253   0.332   0.380   0.396 
Bottom        -0.084  -0.125  -0.223  -0.292  -0.334  -0.348 
 
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   -0.401  -0.354  -0.244  -0.164  -0.117  -0.101 
Bottom         1.837   1.796   1.699   1.629   1.588   1.574 


 
 
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    3.97    8.60   13.23   17.87   22.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.013   0.010   0.021   0.041   0.055   0.064   0.067 
Precast-top   -0.103  -0.256  -0.224  -0.136   0.148   0.352   0.475   0.517 
Bottom         0.396   1.532   1.299   1.413   1.130   0.927   0.805   0.764 
 

 
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    4.63    9.27   13.90   18.53   23.17
 
Beam-Self
Precast-top    0.096   0.142   0.253   0.332   0.380   0.396 
Bottom        -0.084  -0.125  -0.223  -0.292  -0.334  -0.348 
 
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   -0.401  -0.354  -0.244  -0.164  -0.117  -0.101 
Bottom         1.837   1.796   1.699   1.629   1.588   1.574 
 
As_top  , in2  1.354   1.127   0.621   0.000   0.000   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    3.97    8.60   13.23   17.87   22.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 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    3.97    8.60   13.23   17.87   22.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.090   0.072   0.143   0.258   0.339   0.387   0.397 
Precast-top   -0.051  -0.088  -0.080  -0.004   0.190   0.328   0.410   0.435 
Bottom         0.198   0.593   0.509   0.429   0.070  -0.187  -0.337  -0.377 
 

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
    222.3    6.5   40.9    0.382   0.0   6.00e-3 50.0    230.7     1.349    1.760      0.01
      0.0    0.3   40.8     42.0 0.186      16.3 0.87    12.00     0.092    1.284 
Transfer:   3.00
    204.5    6.5   40.9    1.720   0.0   1.71e-3 35.0    188.3     0.655    1.760      0.00
    419.2    1.4   40.2    189.0 0.174      38.9 2.10    12.00     0.092    1.439 
Critical:   4.02
    196.6    6.5   40.9    1.822   0.0   0.94e-3 32.3    166.4     0.523    1.760      0.00
    578.4    1.5   40.2    189.0 0.167      52.0 2.82    12.00     0.092    1.495 
0.1L    :   4.63
    191.9    6.5   40.9    1.883   0.0   0.70e-3 31.5    155.3     0.473    1.625      0.00
    674.8    1.5   40.2    189.0 0.163      58.0 3.14    12.00     0.092    1.530 
0.2L    :   9.27
    155.8    6.5   40.9    2.343   0.0   1.23e-3 33.3    127.2     0.418    0.620      0.00
   1230.5    1.9   40.0    189.0 0.133      45.8 2.50    12.00     0.092    1.355 
0.3L    :  13.90
    122.3    6.5   40.9    2.604   0.0   1.46e-3 34.1     94.0     0.319    0.413      0.00
   1589.3    2.1   39.9    189.0 0.105      41.9 2.29    24.00     0.092    1.203 
0.4L    :  18.53
     89.9    6.5   40.9    2.604   0.0   1.67e-3 34.8     60.8     0.212    0.413      0.00
   1748.4    2.1   39.9    189.0 0.077      39.0 2.13    24.00     0.092    1.576 
0.5L    :  23.17
     61.2    6.5   40.9    2.604   0.0   1.37e-3 33.8     24.6     0.092    0.413      0.00
   1769.1    2.1   39.9    189.0 0.052      43.4 2.37    24.00     0.092    2.450 
0.6L    :  27.80
     89.9    6.5   40.9    2.604   0.0   1.67e-3 34.8     60.8     0.212    0.413      0.00
   1748.4    2.1   39.9    189.0 0.077      39.0 2.13    24.00     0.092    1.576 
0.7L    :  32.43
    122.3    6.5   40.9    2.604   0.0   1.46e-3 34.1     94.0     0.319    0.413      0.00
   1589.3    2.1   39.9    189.0 0.105      41.9 2.29    24.00     0.092    1.203 
0.8L    :  37.07
    155.8    6.5   40.9    2.343   0.0   1.23e-3 33.3    127.2     0.418    0.620      0.00
   1230.5    1.9   40.0    189.0 0.133      45.8 2.50    12.00     0.092    1.355 
0.9L    :  41.70
    191.9    6.5   40.9    1.883   0.0   0.70e-3 31.5    155.3     0.473    1.625      0.00
    674.8    1.5   40.2    189.0 0.163      58.0 3.14    12.00     0.092    1.530 
Critical:  42.32
    196.6    6.5   40.9    1.822   0.0   0.94e-3 32.3    166.4     0.523    1.760      0.00
    578.4    1.5   40.2    189.0 0.167      52.0 2.82    12.00     0.092    1.495 
Transfer:  43.33
    204.5    6.5   40.9    1.720   0.0   1.71e-3 35.0    188.3     0.655    1.760      0.00
    419.2    1.4   40.2    189.0 0.174      38.9 2.10    12.00     0.092    1.439 
Bearing :  45.67
    222.3    6.5   40.9    0.382   0.0   6.00e-3 50.0    230.7     1.349    1.760      0.01
      0.0    0.3   40.8     42.0 0.186      16.3 0.87    12.00     0.092    1.284 
 

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
    222.3      6.06     40.92    0.31       40.76    24.00      0.300      1.270      0.000      1.760 
Transfer:      2.33
    204.5      5.65     40.92    1.39       40.22    24.00      0.300      1.133      0.000      1.760 
Critical:      3.35
    196.7      5.44     40.92    1.47       40.18    24.00      0.300      1.063      0.000      1.760 
0.1L    :      3.97
    191.9      5.31     40.92    1.51       40.16    24.00      0.300      1.020      0.000      1.625 
0.2L    :      8.60
    155.8      4.33     40.92    1.88       39.98    24.00      0.300      0.693      0.000      0.620 
0.3L    :     13.23
    122.3      3.41     40.92    2.09       39.87    24.00      0.300      0.386      0.000      0.413 
0.4L    :     17.87
     89.9      2.50     40.92    2.09       39.87    24.00      0.300      0.085      0.000      0.413 
0.5L    :     22.50
     61.2      1.71     40.92    2.09       39.87    24.00      0.300      0.000      0.000      0.413 
0.6L    :     27.13
     89.9      2.50     40.92    2.09       39.87    24.00      0.300      0.085      0.000      0.413 
0.7L    :     31.77
    122.3      3.41     40.92    2.09       39.87    24.00      0.300      0.386      0.000      0.413 
0.8L    :     36.40
    155.8      4.33     40.92    1.88       39.98    24.00      0.300      0.693      0.000      0.620 
0.9L    :     41.03
    191.9      5.31     40.92    1.51       40.16    24.00      0.300      1.020      0.000      1.625 
Critical:     41.65
    196.7      5.44     40.92    1.47       40.18    24.00      0.300      1.063      0.000      1.760 
Transfer:     42.67
    204.5      5.65     40.92    1.39       40.22    24.00      0.300      1.133      0.000      1.760 
Bearing :     45.00
    222.3      6.06     40.92    0.31       40.76    24.00      0.300      1.270      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 = 3.97 ft
Prestress      :       0.207  1.80      0.373  2.20      0.456
Self Wt.       :      -0.047  1.85     -0.087  2.40     -0.113
Deck + Haunch  :                       -0.044  2.30     -0.101
DL-Prec. (DC)  :                       -0.009  3.00     -0.027
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.017
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 8.60 ft
Prestress      :       0.371  1.80      0.668  2.20      0.817
Self Wt.       :      -0.089  1.85     -0.165  2.40     -0.214
Deck + Haunch  :                       -0.090  2.30     -0.207
DL-Prec. (DC)  :                       -0.018  3.00     -0.055
Diaphragm      :                       -0.001  3.00     -0.003
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 0.3 x L = 13.23 ft
Prestress      :       0.488  1.80      0.879  2.20      1.074
Self Wt.       :      -0.122  1.85     -0.226  2.40     -0.293
Deck + Haunch  :                       -0.126  2.30     -0.291
DL-Prec. (DC)  :                       -0.026  3.00     -0.077
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.016  3.00     -0.049
DL-Comp. (DW)  :                       -0.009  3.00     -0.027
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 17.87 ft
Prestress      :       0.559  1.80      1.005  2.20      1.229
Self Wt.       :      -0.143  1.85     -0.264  2.40     -0.343
Deck + Haunch  :                       -0.150  2.30     -0.344
DL-Prec. (DC)  :                       -0.030  3.00     -0.091
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.019  3.00     -0.058
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 22.50 ft
Prestress      :       0.582  1.80      1.048  2.20      1.280
Self Wt.       :      -0.150  1.85     -0.277  2.40     -0.360
Deck + Haunch  :                       -0.158  2.30     -0.362
DL-Prec. (DC)  :                       -0.032  3.00     -0.096
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.061
DL-Comp. (DW)  :                       -0.011  3.00     -0.034
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 27.13 ft
Prestress      :       0.559  1.80      1.005  2.20      1.229
Self Wt.       :      -0.143  1.85     -0.264  2.40     -0.343
Deck + Haunch  :                       -0.150  2.30     -0.344
DL-Prec. (DC)  :                       -0.030  3.00     -0.091
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.019  3.00     -0.058
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 31.77 ft
Prestress      :       0.488  1.80      0.879  2.20      1.074
Self Wt.       :      -0.122  1.85     -0.226  2.40     -0.293
Deck + Haunch  :                       -0.126  2.30     -0.291
DL-Prec. (DC)  :                       -0.026  3.00     -0.077
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.016  3.00     -0.049
DL-Comp. (DW)  :                       -0.009  3.00     -0.027
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 36.40 ft
Prestress      :       0.371  1.80      0.668  2.20      0.817
Self Wt.       :      -0.089  1.85     -0.165  2.40     -0.214
Deck + Haunch  :                       -0.090  2.30     -0.207
DL-Prec. (DC)  :                       -0.018  3.00     -0.055
Diaphragm      :                       -0.001  3.00     -0.003
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 0.9 x L = 41.03 ft
Prestress      :       0.207  1.80      0.373  2.20      0.456
Self Wt.       :      -0.047  1.85     -0.087  2.40     -0.113
Deck + Haunch  :                       -0.044  2.30     -0.101
DL-Prec. (DC)  :                       -0.009  3.00     -0.027
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.017
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 1,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.33
   415.7    40.9  1.720  267.0    1.6   1.39   1539.5  0.075T 1.00       -       -     -     -  
H/2     :   1.84
   332.9    40.9  1.439  267.5    1.4   1.16   1294.2  0.090T 1.00       -       -     -     -  
0.1L    :   3.97
   674.8    40.9  1.883  266.7    1.8   1.51   1680.4  0.068T 1.00       -       -     -     -  
0.2L    :   8.60
  1267.6    40.9  2.343  265.9    2.2   1.88   2075.9  0.054T 1.00       -       -     -     -  
0.3L    :  13.23
  1654.3    40.9  2.604  265.5    2.5   2.09   2297.0  0.049T 1.00    495.9   495.9    4.63    -  
0.4L    :  17.87
  1875.1    40.9  2.604  265.5    2.5   2.09   2297.0  0.049T 1.00    461.7   461.7    4.98    -  
0.5L    :  22.50
  1918.9    40.9  2.604  265.5    2.5   2.09   2297.0  0.049T 1.00    450.0   450.0    5.10    -  
0.6L    :  27.13
  1875.1    40.9  2.604  265.5    2.5   2.09   2297.0  0.049T 1.00    461.7   461.7    4.98    -  
0.7L    :  31.77
  1654.3    40.9  2.604  265.5    2.5   2.09   2297.0  0.049T 1.00    495.9   495.9    4.63    -  
0.8L    :  36.40
  1267.6    40.9  2.343  265.9    2.2   1.88   2075.9  0.054T 1.00       -       -     -     -  
0.9L    :  41.03
   674.8    40.9  1.883  266.7    1.8   1.51   1680.4  0.068T 1.00       -       -     -     -  
H/2     :  43.16
   332.9    40.9  1.439  267.5    1.4   1.16   1294.2  0.090T 1.00       -       -     -     -  
Transfer:  42.67
   415.7    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    -0.008
        M   2.00 Fb     0.255
 
  2   2 E   6.00 Ft    -0.048
        M   6.00 Fb     0.538
 
  3   2 E   6.00 Ft    -0.089
        M   6.00 Fb     0.821
 
  4   2 E   2.00 Ft    -0.193
        M   2.00 Fb     1.159
 
  5   2 E   2.00 Ft    -0.297
        M   2.00 Fb     1.498
 
  6   2 E   2.00 Ft    -0.401
        M   2.00 Fb     1.837
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 46.33            Release Length, ft: 46.33
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:  4.45 %               Final losses: 11.45 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.837     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.401       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     1918.85     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   0.067     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.517     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.532    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   0.435     Midspan
    Pre.Bot:                                                             2.000   0.593    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  22.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.582  1.80      1.048  2.20      1.280
Self Wt.       :      -0.150  1.85     -0.277  2.40     -0.360
Deck + Haunch  :                       -0.158  2.30     -0.362
DL-Prec. (DC)  :                       -0.032  3.00     -0.096
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.061
DL-Comp. (DW)  :                       -0.011  3.00     -0.034
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-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   45.00
     DC  Line       0.087      0.00       0.087   45.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    22.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 46.333 ft
Release length = 46.333 ft
Design  length = 45.000 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)  : 0.839   (Calculated)    
Live Moment (1  lane  loaded)  : 0.620   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.175   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.940   (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     3.97     8.60    13.23    17.87    22.50
 
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)   =      0.099 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)       
-------------------------------------------------------------------------------------
       556.000         740 411.440      7.528 30488.346   411.213     293.285        
 
 
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     10.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.1670     12.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      12.6670     33.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      33.6663     36.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      36.1663     40.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      40.1667     41.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      41.6667     42.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      42.2083     46.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      46.2083     46.3333     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 46.3330       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     **     8.73 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.359 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.63 ksi    0.00 ksi
    due to Composite Loads                                 -0.76 ksi    0.00 ksi
    due to Live Loads                                      -3.78 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                  8.73 ksi  ( 4.45 %)            13.49 ksi ( 6.88 %)
Total Prestress Losses                                    22.22 ksi (11.34 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    32.8    26.2    53.6   103.0   138.3   159.5   166.6
(Max)       V      14.8    13.3    13.6    12.2     9.1     6.1     3.0     0.0
DL-Prec.  : M       0.0     6.1     4.9     9.9    19.1    25.7    29.6    30.9
DC(Max)     V       2.7     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    45.5    36.4    74.4   143.0   192.1   221.5   231.3
Haunch (Max)V      20.6    18.4    18.9    16.9    12.7     8.5     4.2     0.0
Diaphragm : M       0.0     0.6     0.5     1.0     2.2     3.3     4.5     5.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    14.7    11.8    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.1     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     8.1     6.5    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.4     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   165.5   132.7   267.8   497.4   639.7   718.4   727.0
            V     106.1    98.5   100.1    93.1    28.4    13.6    46.8    32.1
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   106.1    98.5   100.1    93.1    77.5    63.7    50.6    39.8
            M      -0.0   167.6   134.8   267.8   475.7   601.8   644.5   639.5
Total     : M+      0.0   273.3   218.8   444.1   836.5  1095.7  1244.8  1277.6
            V     154.8   142.2   144.8   133.3    58.6    33.8    57.1    32.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   154.8   142.2   144.8   133.3   107.7    83.9    60.8    40.1
            M      -0.0   275.4   220.9   444.1   814.9  1057.7  1170.9  1190.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   43.16   42.67   45.00
Self wt.  : M     159.5   138.3   103.0    53.6    26.2    32.8     0.0
(Max)       V       3.0     6.1     9.1    12.2    13.6    13.3    14.8
DL-Prec.  : M      29.6    25.7    19.1     9.9     4.9     6.1     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     221.5   192.1   143.0    74.4    36.4    45.5     0.0
Haunch (Max)V       4.2     8.5    12.7    16.9    18.9    18.4    20.6
Diaphragm : M       4.5     3.3     2.2     1.0     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      71.7    62.2    46.3    24.1    11.8    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.1     6.0     6.7
DL-Comp   : M      39.6    34.3    25.6    13.3     6.5     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.4     3.3     3.7
LL + I    : M+    718.4   639.7   497.4   267.8   132.7   165.5     0.0
            V      46.8    13.6    28.4    93.1   100.1    98.5   106.1
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    50.6    63.7    77.5    93.1   100.1    98.5   106.1
            M     644.5   601.8   475.7   267.8   134.8   167.6    -0.0
Total     : M+   1244.8  1095.7   836.5   444.1   218.8   273.3     0.0
            V      57.1    33.8    58.6   133.3   144.8   142.2   154.8
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    60.8    83.9   107.7   133.3   144.8   142.2   154.8
            M    1170.9  1057.7   814.9   444.1   220.9   275.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               14.8             14.8
Deck+Haunch            20.6             20.6
Diaphragm               0.3              0.3
DL-Prec.(DC)            2.7              2.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           33.3             33.3
DL-Comp.(DW)           18.4             18.4
Live                   71.5             71.5
        Truck          57.1             57.1
        Lane           14.4             14.4
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, 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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    32.8    26.2    53.6   103.0   138.3   159.5   166.6
(Max)       V      14.8    13.3    13.6    12.2     9.1     6.1     3.0     0.0
DL-Prec.  : M       0.0     6.1     4.9     9.9    19.1    25.7    29.6    30.9
DC(Max)     V       2.7     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    45.5    36.4    74.4   143.0   192.1   221.5   231.3
Haunch (Max)V      20.6    18.4    18.9    16.9    12.7     8.5     4.2     0.0
Diaphragm : M       0.0     0.6     0.5     1.0     2.2     3.3     4.5     5.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    14.7    11.8    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.1     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     8.1     6.5    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.4     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   132.4   106.1   214.3   397.9   511.8   574.7   581.6
            V      84.9    78.8    80.1    74.5    22.7    10.9    37.5    25.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    84.9    78.8    80.1    74.5    62.0    51.0    40.4    31.9
            M      -0.0   134.1   107.8   214.3   380.6   481.4   515.6   511.6
Total     : M+      0.0   240.2   192.3   390.5   737.1   967.7  1101.1  1132.2
            V     133.6   122.5   124.8   114.7    52.9    31.1    47.7    25.9
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   133.6   122.5   124.8   114.7    92.2    71.2    50.7    32.1
            M      -0.0   241.8   194.0   390.5   719.7   937.3  1042.0  1062.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   43.16   42.67   45.00
Self wt.  : M     159.5   138.3   103.0    53.6    26.2    32.8     0.0
(Max)       V       3.0     6.1     9.1    12.2    13.6    13.3    14.8
DL-Prec.  : M      29.6    25.7    19.1     9.9     4.9     6.1     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     221.5   192.1   143.0    74.4    36.4    45.5     0.0
Haunch (Max)V       4.2     8.5    12.7    16.9    18.9    18.4    20.6
Diaphragm : M       4.5     3.3     2.2     1.0     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      71.7    62.2    46.3    24.1    11.8    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.1     6.0     6.7
DL-Comp   : M      39.6    34.3    25.6    13.3     6.5     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.4     3.3     3.7
LL + I    : M+    574.7   511.8   397.9   214.3   106.1   132.4     0.0
            V      37.5    10.9    22.7    74.5    80.1    78.8    84.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.4    51.0    62.0    74.5    80.1    78.8    84.9
            M     515.6   481.4   380.6   214.3   107.8   134.1    -0.0
Total     : M+   1101.1   967.7   737.1   390.5   192.3   240.2     0.0
            V      47.7    31.1    52.9   114.7   124.8   122.5   133.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    50.7    71.2    92.2   114.7   124.8   122.5   133.6
            M    1042.0   937.3   719.7   390.5   194.0   241.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    40.9    32.7    66.9   128.7   172.9   199.4   208.2
(Max)       V      18.5    16.6    17.0    15.2    11.4     7.6     3.8     0.0
Self wt.  : M       0.0    29.5    23.6    48.2    92.7   124.5   143.5   149.9
(Min)       V      13.3    11.9    12.2    11.0     8.2     5.5     2.7     0.0
DL-Prec.  : M       0.0     7.6     6.1    12.4    23.9    32.1    37.0    38.6
DC(Max)     V       3.4     3.1     3.2     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     5.5     4.4     8.9    17.2    23.1    26.6    27.8
DC(Min)     V       2.5     2.2     2.3     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
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    56.9    45.4    93.0   178.8   240.1   276.9   289.1
Haunch (Max)V      25.7    23.0    23.6    21.2    15.9    10.6     5.3     0.0
Deck +    : M       0.0    40.9    32.7    66.9   128.7   172.9   199.3   208.2
Haunch (Min)V      18.5    16.6    17.0    15.2    11.4     7.6     3.8     0.0
Diaphragm : M       0.0     0.7     0.6     1.2     2.7     4.1     5.6     7.0
(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     0.9     1.9     3.0     4.0     5.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    18.4    14.7    30.1    57.9    77.8    89.7    93.7
DC(Max)     V       8.3     7.5     7.6     6.9     5.1     3.4     1.7     0.0
DL-Comp   : M       0.0    13.3    10.6    21.7    41.7    56.0    64.6    67.4
DC(Min)     V       6.0     5.4     5.5     4.9     3.7     2.5     1.2     0.0
DL-Comp   : M       0.0    12.2     9.7    19.9    38.3    51.5    59.4    62.0
DW(Max)     V       5.5     4.9     5.1     4.5     3.4     2.3     1.1     0.0
DL-Comp   : M       0.0     5.3     4.2     8.6    16.6    22.3    25.7    26.9
DW(Min)     V       2.4     2.1     2.2     2.0     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   289.7   232.2   468.7   870.4  1119.6  1257.2  1272.2
            V     185.7   172.4   175.2   163.0    49.7    23.9    82.0    56.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   185.7   172.4   175.2   163.0   135.7   111.5    88.5    69.7
            M      -0.0   293.3   235.9   468.7   832.5  1053.1  1127.8  1119.2
Total     : M+      0.0   426.4   341.5   692.3  1300.7  1698.0  1925.1  1970.9
            V     247.5   227.8   231.9   213.9    88.0    49.5    94.9    56.5
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   247.5   227.8   231.9   213.9   174.0   137.2   101.4    70.0
            M      -0.0   430.0   345.2   692.3  1262.9  1631.5  1795.7  1817.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   43.16   42.67   45.00
Self wt.  : M     199.4   172.9   128.7    66.9    32.7    40.9     0.0
(Max)       V       3.8     7.6    11.4    15.2    17.0    16.6    18.5
Self wt.  : M     143.5   124.5    92.7    48.2    23.6    29.5     0.0
(Min)       V       2.7     5.5     8.2    11.0    12.2    11.9    13.3
DL-Prec.  : M      37.0    32.1    23.9    12.4     6.1     7.6     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.2     3.1     3.4
DL-Prec.  : M      26.6    23.1    17.2     8.9     4.4     5.5     0.0
DC(Min)     V       0.5     1.0     1.5     2.0     2.3     2.2     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     276.9   240.1   178.8    93.0    45.4    56.9     0.0
Haunch (Max)V       5.3    10.6    15.9    21.2    23.6    23.0    25.7
Deck +    : M     199.3   172.9   128.7    66.9    32.7    40.9     0.0
Haunch (Min)V       3.8     7.6    11.4    15.2    17.0    16.6    18.5
Diaphragm : M       5.6     4.1     2.7     1.2     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       4.0     3.0     1.9     0.9     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      89.7    77.8    57.9    30.1    14.7    18.4     0.0
DC(Max)     V       1.7     3.4     5.1     6.9     7.6     7.5     8.3
DL-Comp   : M      64.6    56.0    41.7    21.7    10.6    13.3     0.0
DC(Min)     V       1.2     2.5     3.7     4.9     5.5     5.4     6.0
DL-Comp   : M      59.4    51.5    38.3    19.9     9.7    12.2     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.1     4.9     5.5
DL-Comp   : M      25.7    22.3    16.6     8.6     4.2     5.3     0.0
DW(Min)     V       0.5     1.0     1.5     2.0     2.2     2.1     2.4
LL + I    : M+   1257.2  1119.6   870.4   468.7   232.2   289.7     0.0
            V      82.0    23.9    49.7   163.0   175.2   172.4   185.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    88.5   111.5   135.7   163.0   175.2   172.4   185.7
            M    1127.8  1053.1   832.5   468.7   235.9   293.3    -0.0
Total     : M+   1925.1  1698.0  1300.7   692.3   341.5   426.4     0.0
            V      94.9    49.5    88.0   213.9   231.9   227.8   247.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   101.4   137.2   174.0   213.9   231.9   227.8   247.5
            M    1795.7  1631.5  1262.9   692.3   345.2   430.0    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               18.5             18.5
Deck+Haunch            25.7             25.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.4              3.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           41.6             41.6
DL-Comp.(DW)           27.6             27.6
Live                  125.1            125.1
        Truck          99.9             99.9
        Lane           25.2             25.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, 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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    32.8    26.2    53.6   103.0   138.3   159.5   166.6
(Max)       V      14.8    13.3    13.6    12.2     9.1     6.1     3.0     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     6.1     4.9     9.9    19.1    25.7    29.6    30.9
DC(Max)     V       2.7     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    45.5    36.4    74.4   143.0   192.1   221.5   231.3
Haunch (Max)V      20.6    18.4    18.9    16.9    12.7     8.5     4.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     1.0     2.2     3.3     4.5     5.6
(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    14.7    11.8    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.1     5.5     4.1     2.7     1.4     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     8.1     6.5    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.4     3.0     2.3     1.5     0.8     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   112.2    90.2   179.5   320.5   421.2   479.5   491.6
            V      81.1    73.7    75.3    68.6    56.5    48.3    40.7    33.1
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    81.1    73.7    75.3    68.6    56.5    48.3    40.7    33.1
            M       0.0   112.2    90.2   179.5   320.5   421.2   479.5   491.6
Total     : M+      0.0   219.9   176.3   355.7   659.7   877.1  1005.9  1042.3
            V     129.8   117.4   120.0   108.8    86.7    68.5    50.9    33.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   129.8   117.4   120.0   108.8    86.7    68.5    50.9    33.4
            M       0.0   219.9   176.3   355.7   659.7   877.1  1005.9  1042.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   43.16   42.67   45.00
Self wt.  : M     159.5   138.3   103.0    53.6    26.2    32.8     0.0
(Max)       V       3.0     6.1     9.1    12.2    13.6    13.3    14.8
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      29.6    25.7    19.1     9.9     4.9     6.1     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.7
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     221.5   192.1   143.0    74.4    36.4    45.5     0.0
Haunch (Max)V       4.2     8.5    12.7    16.9    18.9    18.4    20.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.5     3.3     2.2     1.0     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      71.7    62.2    46.3    24.1    11.8    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.1     6.0     6.7
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      39.6    34.3    25.6    13.3     6.5     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.4     3.3     3.7
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+    479.5   421.2   320.5   179.5    90.2   112.2     0.0
            V      40.7    48.3    56.5    68.6    75.3    73.7    81.1
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    40.7    48.3    56.5    68.6    75.3    73.7    81.1
            M     479.5   421.2   320.5   179.5    90.2   112.2     0.0
Total     : M+   1005.9   877.1   659.7   355.7   176.3   219.9     0.0
            V      50.9    68.5    86.7   108.8   120.0   117.4   129.8
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    50.9    68.5    86.7   108.8   120.0   117.4   129.8
            M    1005.9   877.1   659.7   355.7   176.3   219.9     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.63    9.27   13.90   18.53   23.17
 
Beam-Self
Precast-top    0.096   0.142   0.253   0.332   0.380   0.396 
Bottom        -0.084  -0.125  -0.223  -0.292  -0.334  -0.348 
 
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   -0.401  -0.354  -0.244  -0.164  -0.117  -0.101 
Bottom         1.837   1.796   1.699   1.629   1.588   1.574 


 
 
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    3.97    8.60   13.23   17.87   22.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.012   0.010   0.020   0.038   0.051   0.058   0.061 
Precast-top   -0.103  -0.249  -0.218  -0.124   0.172   0.384   0.512   0.557 
Bottom         0.396   1.525   1.293   1.402   1.108   0.898   0.770   0.727 
 

 
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    4.63    9.27   13.90   18.53   23.17
 
Beam-Self
Precast-top    0.096   0.142   0.253   0.332   0.380   0.396 
Bottom        -0.084  -0.125  -0.223  -0.292  -0.334  -0.348 
 
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   -0.401  -0.354  -0.244  -0.164  -0.117  -0.101 
Bottom         1.837   1.796   1.699   1.629   1.588   1.574 
 
As_top  , in2  1.354   1.127   0.621   0.000   0.000   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    3.97    8.60   13.23   17.87   22.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    3.97    8.60   13.23   17.87   22.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.065   0.052   0.104   0.187   0.246   0.280   0.288 
Precast-top   -0.051  -0.098  -0.088  -0.019   0.162   0.293   0.371   0.396 
Bottom         0.198   0.630   0.540   0.489   0.176  -0.048  -0.180  -0.216 
 

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
    247.5    6.5   40.9    0.381   0.0   6.00e-3 50.0    258.7     1.512    1.760      0.21
      0.0    0.3   40.8     42.0 0.208      16.4 0.87    12.00     0.092    1.154 
Transfer:   3.00
    227.8    6.5   40.9    1.717   0.0   2.68e-3 38.4    223.5     0.878    1.760      0.00
    430.0    1.2   40.3    189.0 0.193      29.5 1.59    12.00     0.092    1.294 
Critical:   4.02
    219.0    6.5   40.9    1.819   0.0   1.82e-3 35.4    205.8     0.725    1.760      0.00
    594.3    1.3   40.3    189.0 0.186      37.6 2.03    12.00     0.092    1.345 
0.1L    :   4.63
    213.9    6.5   40.9    1.879   0.0   1.36e-3 33.8    193.8     0.643    1.625      0.00
    692.3    1.3   40.3    189.0 0.182      44.0 2.38    12.00     0.092    1.376 
0.2L    :   9.27
    174.0    6.5   40.9    2.339   0.0   1.65e-3 34.8    153.7     0.532    0.620      0.00
   1262.9    1.7   40.1    189.0 0.148      39.5 2.15    12.00     0.092    1.131 
0.3L    :  13.90
    137.2    6.5   40.9    2.604   0.0   1.81e-3 35.3    115.0     0.408    0.413      0.00
   1631.5    1.8   40.0    189.0 0.117      37.4 2.03    24.00     0.092    1.010 
0.4L    :  18.53
    101.4    6.5   40.9    2.604   0.0   1.99e-3 36.0     77.4     0.281    0.413      0.00
   1795.7    1.8   40.0    189.0 0.087      35.3 1.92    24.00     0.092    1.324 
0.5L    :  23.17
     70.0    6.5   40.9    2.604   0.0   1.66e-3 34.8     38.5     0.134    0.413      0.00
   1817.8    1.8   40.0    189.0 0.060      39.3 2.14    24.00     0.092    2.033 
0.6L    :  27.80
    101.4    6.5   40.9    2.604   0.0   1.99e-3 36.0     77.4     0.281    0.413      0.00
   1795.7    1.8   40.0    189.0 0.087      35.3 1.92    24.00     0.092    1.324 
0.7L    :  32.43
    137.2    6.5   40.9    2.604   0.0   1.81e-3 35.3    115.0     0.408    0.413      0.00
   1631.5    1.8   40.0    189.0 0.117      37.4 2.03    24.00     0.092    1.010 
0.8L    :  37.07
    174.0    6.5   40.9    2.339   0.0   1.65e-3 34.8    153.7     0.532    0.620      0.00
   1262.9    1.7   40.1    189.0 0.148      39.5 2.15    12.00     0.092    1.131 
0.9L    :  41.70
    213.9    6.5   40.9    1.879   0.0   1.36e-3 33.8    193.8     0.643    1.625      0.00
    692.3    1.3   40.3    189.0 0.182      44.0 2.38    12.00     0.092    1.376 
Critical:  42.31
    219.0    6.5   40.9    1.819   0.0   1.82e-3 35.4    205.8     0.725    1.760      0.00
    594.3    1.3   40.3    189.0 0.186      37.6 2.03    12.00     0.092    1.345 
Transfer:  43.33
    227.8    6.5   40.9    1.717   0.0   2.68e-3 38.4    223.5     0.878    1.760      0.00
    430.0    1.2   40.3    189.0 0.193      29.5 1.59    12.00     0.092    1.294 
Bearing :  45.67
    247.5    6.5   40.9    0.381   0.0   6.00e-3 50.0    258.7     1.512    1.760      0.21
      0.0    0.3   40.8     42.0 0.208      16.4 0.87    12.00     0.092    1.154 
 

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
    247.5      6.74     40.92    0.27       40.78    24.00      0.300      1.498      0.000      1.760 
Transfer:      2.33
    227.8      6.28     40.92    1.22       40.31    24.00      0.300      1.343      0.000      1.760 
Critical:      3.36
    219.1      6.05     40.92    1.29       40.27    24.00      0.300      1.265      0.000      1.760 
0.1L    :      3.97
    213.9      5.91     40.92    1.33       40.25    24.00      0.300      1.219      0.000      1.625 
0.2L    :      8.60
    174.0      4.82     40.92    1.65       40.09    24.00      0.300      0.857      0.000      0.620 
0.3L    :     13.23
    137.2      3.81     40.92    1.84       40.00    24.00      0.300      0.520      0.000      0.413 
0.4L    :     17.87
    101.4      2.82     40.92    1.84       40.00    24.00      0.300      0.189      0.000      0.413 
0.5L    :     22.50
     70.0      1.95     40.92    1.84       40.00    24.00      0.300      0.000      0.000      0.413 
0.6L    :     27.13
    101.4      2.82     40.92    1.84       40.00    24.00      0.300      0.189      0.000      0.413 
0.7L    :     31.77
    137.2      3.81     40.92    1.84       40.00    24.00      0.300      0.520      0.000      0.413 
0.8L    :     36.40
    174.0      4.82     40.92    1.65       40.09    24.00      0.300      0.857      0.000      0.620 
0.9L    :     41.03
    213.9      5.91     40.92    1.33       40.25    24.00      0.300      1.219      0.000      1.625 
Critical:     41.64
    219.1      6.05     40.92    1.29       40.27    24.00      0.300      1.265      0.000      1.760 
Transfer:     42.67
    227.8      6.28     40.92    1.22       40.31    24.00      0.300      1.343      0.000      1.760 
Bearing :     45.00
    247.5      6.74     40.92    0.27       40.78    24.00      0.300      1.498      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 = 3.97 ft
Prestress      :       0.207  1.80      0.373  2.20      0.456
Self Wt.       :      -0.047  1.85     -0.087  2.40     -0.113
Deck + Haunch  :                       -0.050  2.30     -0.114
DL-Prec. (DC)  :                       -0.007  3.00     -0.020
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.016
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 8.60 ft
Prestress      :       0.371  1.80      0.668  2.20      0.817
Self Wt.       :      -0.089  1.85     -0.165  2.40     -0.214
Deck + Haunch  :                       -0.102  2.30     -0.235
DL-Prec. (DC)  :                       -0.014  3.00     -0.041
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.033
DL-Comp. (DW)  :                       -0.006  3.00     -0.018
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 13.23 ft
Prestress      :       0.488  1.80      0.879  2.20      1.074
Self Wt.       :      -0.122  1.85     -0.226  2.40     -0.293
Deck + Haunch  :                       -0.144  2.30     -0.330
DL-Prec. (DC)  :                       -0.019  3.00     -0.058
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.016  3.00     -0.047
DL-Comp. (DW)  :                       -0.009  3.00     -0.026
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 17.87 ft
Prestress      :       0.559  1.80      1.005  2.20      1.229
Self Wt.       :      -0.143  1.85     -0.264  2.40     -0.343
Deck + Haunch  :                       -0.170  2.30     -0.391
DL-Prec. (DC)  :                       -0.023  3.00     -0.068
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.019  3.00     -0.056
DL-Comp. (DW)  :                       -0.010  3.00     -0.031
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 22.50 ft
Prestress      :       0.582  1.80      1.048  2.20      1.280
Self Wt.       :      -0.150  1.85     -0.277  2.40     -0.360
Deck + Haunch  :                       -0.179  2.30     -0.412
DL-Prec. (DC)  :                       -0.024  3.00     -0.072
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.059
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 27.13 ft
Prestress      :       0.559  1.80      1.005  2.20      1.229
Self Wt.       :      -0.143  1.85     -0.264  2.40     -0.343
Deck + Haunch  :                       -0.170  2.30     -0.391
DL-Prec. (DC)  :                       -0.023  3.00     -0.068
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.019  3.00     -0.056
DL-Comp. (DW)  :                       -0.010  3.00     -0.031
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 31.77 ft
Prestress      :       0.488  1.80      0.879  2.20      1.074
Self Wt.       :      -0.122  1.85     -0.226  2.40     -0.293
Deck + Haunch  :                       -0.144  2.30     -0.330
DL-Prec. (DC)  :                       -0.019  3.00     -0.058
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.016  3.00     -0.047
DL-Comp. (DW)  :                       -0.009  3.00     -0.026
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 36.40 ft
Prestress      :       0.371  1.80      0.668  2.20      0.817
Self Wt.       :      -0.089  1.85     -0.165  2.40     -0.214
Deck + Haunch  :                       -0.102  2.30     -0.235
DL-Prec. (DC)  :                       -0.014  3.00     -0.041
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.033
DL-Comp. (DW)  :                       -0.006  3.00     -0.018
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 41.03 ft
Prestress      :       0.207  1.80      0.373  2.20      0.456
Self Wt.       :      -0.047  1.85     -0.087  2.40     -0.113
Deck + Haunch  :                       -0.050  2.30     -0.114
DL-Prec. (DC)  :                       -0.007  3.00     -0.020
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.016
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
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
   426.4    40.9  1.717  267.4    1.4   1.22   1541.7  0.086T 1.00       -       -     -     -  
H/2     :   1.84
   341.5    40.9  1.437  267.8    1.2   1.02   1295.3  0.103T 1.00       -       -     -     -  
0.1L    :   3.97
   692.3    40.9  1.879  267.1    1.6   1.33   1683.5  0.078T 1.00       -       -     -     -  
0.2L    :   8.60
  1300.7    40.9  2.339  266.4    1.9   1.65   2082.1  0.062T 1.00       -       -     -     -  
0.3L    :  13.23
  1698.0    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    487.5   487.5    4.74    -  
0.4L    :  17.87
  1925.1    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    450.1   450.1    5.13    -  
0.5L    :  22.50
  1970.9    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    437.2   437.2    5.28    -  
0.6L    :  27.13
  1925.1    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    450.1   450.1    5.13    -  
0.7L    :  31.77
  1698.0    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    487.5   487.5    4.74    -  
0.8L    :  36.40
  1300.7    40.9  2.339  266.4    1.9   1.65   2082.1  0.062T 1.00       -       -     -     -  
0.9L    :  41.03
   692.3    40.9  1.879  267.1    1.6   1.33   1683.5  0.078T 1.00       -       -     -     -  
H/2     :  43.16
   341.5    40.9  1.437  267.8    1.2   1.02   1295.3  0.103T 1.00       -       -     -     -  
Transfer:  42.67
   426.4    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    -0.008
        M   2.00 Fb     0.255
 
  2   2 E   6.00 Ft    -0.048
        M   6.00 Fb     0.538
 
  3   2 E   6.00 Ft    -0.089
        M   6.00 Fb     0.821
 
  4   2 E   2.00 Ft    -0.193
        M   2.00 Fb     1.159
 
  5   2 E   2.00 Ft    -0.297
        M   2.00 Fb     1.498
 
  6   2 E   2.00 Ft    -0.401
        M   2.00 Fb     1.837
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 46.33            Release Length, ft: 46.33
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:  4.45 %               Final losses: 11.34 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.837     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.401       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     1970.86     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   0.061     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.557     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.525    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   0.396     Midspan
    Pre.Bot:                                                             2.000   0.630    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  22.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.582  1.80      1.048  2.20      1.280
Self Wt.       :      -0.150  1.85     -0.277  2.40     -0.360
Deck + Haunch  :                       -0.179  2.30     -0.412
DL-Prec. (DC)  :                       -0.024  3.00     -0.072
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.059
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
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   45.00
     DC  Line       0.087      0.00       0.087   45.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    22.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 46.333 ft
Release length = 46.333 ft
Design  length = 45.000 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)  : 0.839   (Calculated)    
Live Moment (1  lane  loaded)  : 0.620   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.175   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.940   (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     3.97     8.60    13.23    17.87    22.50
 
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)   =      0.099 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)       
-------------------------------------------------------------------------------------
       556.000         740 411.440      7.528 30488.346   411.213     293.285        
 
 
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     10.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.1670     12.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      12.6670     33.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      33.6663     36.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      36.1663     40.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      40.1667     41.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      41.6667     42.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      42.2083     46.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      46.2083     46.3333     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 46.3330       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     **     8.73 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.359 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.63 ksi    0.00 ksi
    due to Composite Loads                                 -0.76 ksi    0.00 ksi
    due to Live Loads                                      -3.78 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                  8.73 ksi  ( 4.45 %)            13.49 ksi ( 6.88 %)
Total Prestress Losses                                    22.22 ksi (11.34 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    32.8    26.2    53.6   103.0   138.3   159.5   166.6
(Max)       V      14.8    13.3    13.6    12.2     9.1     6.1     3.0     0.0
DL-Prec.  : M       0.0     6.1     4.9     9.9    19.1    25.7    29.6    30.9
DC(Max)     V       2.7     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    45.5    36.4    74.4   143.0   192.1   221.5   231.3
Haunch (Max)V      20.6    18.4    18.9    16.9    12.7     8.5     4.2     0.0
Diaphragm : M       0.0     0.6     0.5     1.0     2.2     3.3     4.5     5.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    14.7    11.8    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.1     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     8.1     6.5    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.4     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   165.5   132.7   267.8   497.4   639.7   718.4   727.0
            V     106.1    98.5   100.1    93.1    28.4    13.6    46.8    32.1
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   106.1    98.5   100.1    93.1    77.5    63.7    50.6    39.8
            M      -0.0   167.6   134.8   267.8   475.7   601.8   644.5   639.5
Total     : M+      0.0   273.3   218.8   444.1   836.5  1095.7  1244.8  1277.6
            V     154.8   142.2   144.8   133.3    58.6    33.8    57.1    32.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   154.8   142.2   144.8   133.3   107.7    83.9    60.8    40.1
            M      -0.0   275.4   220.9   444.1   814.9  1057.7  1170.9  1190.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   43.16   42.67   45.00
Self wt.  : M     159.5   138.3   103.0    53.6    26.2    32.8     0.0
(Max)       V       3.0     6.1     9.1    12.2    13.6    13.3    14.8
DL-Prec.  : M      29.6    25.7    19.1     9.9     4.9     6.1     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     221.5   192.1   143.0    74.4    36.4    45.5     0.0
Haunch (Max)V       4.2     8.5    12.7    16.9    18.9    18.4    20.6
Diaphragm : M       4.5     3.3     2.2     1.0     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      71.7    62.2    46.3    24.1    11.8    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.1     6.0     6.7
DL-Comp   : M      39.6    34.3    25.6    13.3     6.5     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.4     3.3     3.7
LL + I    : M+    718.4   639.7   497.4   267.8   132.7   165.5     0.0
            V      46.8    13.6    28.4    93.1   100.1    98.5   106.1
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    50.6    63.7    77.5    93.1   100.1    98.5   106.1
            M     644.5   601.8   475.7   267.8   134.8   167.6    -0.0
Total     : M+   1244.8  1095.7   836.5   444.1   218.8   273.3     0.0
            V      57.1    33.8    58.6   133.3   144.8   142.2   154.8
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    60.8    83.9   107.7   133.3   144.8   142.2   154.8
            M    1170.9  1057.7   814.9   444.1   220.9   275.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               14.8             14.8
Deck+Haunch            20.6             20.6
Diaphragm               0.3              0.3
DL-Prec.(DC)            2.7              2.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           33.3             33.3
DL-Comp.(DW)           18.4             18.4
Live                   71.5             71.5
        Truck          57.1             57.1
        Lane           14.4             14.4
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, 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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    32.8    26.2    53.6   103.0   138.3   159.5   166.6
(Max)       V      14.8    13.3    13.6    12.2     9.1     6.1     3.0     0.0
DL-Prec.  : M       0.0     6.1     4.9     9.9    19.1    25.7    29.6    30.9
DC(Max)     V       2.7     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    45.5    36.4    74.4   143.0   192.1   221.5   231.3
Haunch (Max)V      20.6    18.4    18.9    16.9    12.7     8.5     4.2     0.0
Diaphragm : M       0.0     0.6     0.5     1.0     2.2     3.3     4.5     5.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    14.7    11.8    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.1     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     8.1     6.5    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.4     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   132.4   106.1   214.3   397.9   511.8   574.7   581.6
            V      84.9    78.8    80.1    74.5    22.7    10.9    37.5    25.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    84.9    78.8    80.1    74.5    62.0    51.0    40.4    31.9
            M      -0.0   134.1   107.8   214.3   380.6   481.4   515.6   511.6
Total     : M+      0.0   240.2   192.3   390.5   737.1   967.7  1101.1  1132.2
            V     133.6   122.5   124.8   114.7    52.9    31.1    47.7    25.9
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   133.6   122.5   124.8   114.7    92.2    71.2    50.7    32.1
            M      -0.0   241.8   194.0   390.5   719.7   937.3  1042.0  1062.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   43.16   42.67   45.00
Self wt.  : M     159.5   138.3   103.0    53.6    26.2    32.8     0.0
(Max)       V       3.0     6.1     9.1    12.2    13.6    13.3    14.8
DL-Prec.  : M      29.6    25.7    19.1     9.9     4.9     6.1     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     221.5   192.1   143.0    74.4    36.4    45.5     0.0
Haunch (Max)V       4.2     8.5    12.7    16.9    18.9    18.4    20.6
Diaphragm : M       4.5     3.3     2.2     1.0     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      71.7    62.2    46.3    24.1    11.8    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.1     6.0     6.7
DL-Comp   : M      39.6    34.3    25.6    13.3     6.5     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.4     3.3     3.7
LL + I    : M+    574.7   511.8   397.9   214.3   106.1   132.4     0.0
            V      37.5    10.9    22.7    74.5    80.1    78.8    84.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.4    51.0    62.0    74.5    80.1    78.8    84.9
            M     515.6   481.4   380.6   214.3   107.8   134.1    -0.0
Total     : M+   1101.1   967.7   737.1   390.5   192.3   240.2     0.0
            V      47.7    31.1    52.9   114.7   124.8   122.5   133.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    50.7    71.2    92.2   114.7   124.8   122.5   133.6
            M    1042.0   937.3   719.7   390.5   194.0   241.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    40.9    32.7    66.9   128.7   172.9   199.4   208.2
(Max)       V      18.5    16.6    17.0    15.2    11.4     7.6     3.8     0.0
Self wt.  : M       0.0    29.5    23.6    48.2    92.7   124.5   143.5   149.9
(Min)       V      13.3    11.9    12.2    11.0     8.2     5.5     2.7     0.0
DL-Prec.  : M       0.0     7.6     6.1    12.4    23.9    32.1    37.0    38.6
DC(Max)     V       3.4     3.1     3.2     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     5.5     4.4     8.9    17.2    23.1    26.6    27.8
DC(Min)     V       2.5     2.2     2.3     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
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    56.9    45.4    93.0   178.8   240.1   276.9   289.1
Haunch (Max)V      25.7    23.0    23.6    21.2    15.9    10.6     5.3     0.0
Deck +    : M       0.0    40.9    32.7    66.9   128.7   172.9   199.3   208.2
Haunch (Min)V      18.5    16.6    17.0    15.2    11.4     7.6     3.8     0.0
Diaphragm : M       0.0     0.7     0.6     1.2     2.7     4.1     5.6     7.0
(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     0.9     1.9     3.0     4.0     5.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    18.4    14.7    30.1    57.9    77.8    89.7    93.7
DC(Max)     V       8.3     7.5     7.6     6.9     5.1     3.4     1.7     0.0
DL-Comp   : M       0.0    13.3    10.6    21.7    41.7    56.0    64.6    67.4
DC(Min)     V       6.0     5.4     5.5     4.9     3.7     2.5     1.2     0.0
DL-Comp   : M       0.0    12.2     9.7    19.9    38.3    51.5    59.4    62.0
DW(Max)     V       5.5     4.9     5.1     4.5     3.4     2.3     1.1     0.0
DL-Comp   : M       0.0     5.3     4.2     8.6    16.6    22.3    25.7    26.9
DW(Min)     V       2.4     2.1     2.2     2.0     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   289.7   232.2   468.7   870.4  1119.6  1257.2  1272.2
            V     185.7   172.4   175.2   163.0    49.7    23.9    82.0    56.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   185.7   172.4   175.2   163.0   135.7   111.5    88.5    69.7
            M      -0.0   293.3   235.9   468.7   832.5  1053.1  1127.8  1119.2
Total     : M+      0.0   426.4   341.5   692.3  1300.7  1698.0  1925.1  1970.9
            V     247.5   227.8   231.9   213.9    88.0    49.5    94.9    56.5
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   247.5   227.8   231.9   213.9   174.0   137.2   101.4    70.0
            M      -0.0   430.0   345.2   692.3  1262.9  1631.5  1795.7  1817.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   43.16   42.67   45.00
Self wt.  : M     199.4   172.9   128.7    66.9    32.7    40.9     0.0
(Max)       V       3.8     7.6    11.4    15.2    17.0    16.6    18.5
Self wt.  : M     143.5   124.5    92.7    48.2    23.6    29.5     0.0
(Min)       V       2.7     5.5     8.2    11.0    12.2    11.9    13.3
DL-Prec.  : M      37.0    32.1    23.9    12.4     6.1     7.6     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.2     3.1     3.4
DL-Prec.  : M      26.6    23.1    17.2     8.9     4.4     5.5     0.0
DC(Min)     V       0.5     1.0     1.5     2.0     2.3     2.2     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     276.9   240.1   178.8    93.0    45.4    56.9     0.0
Haunch (Max)V       5.3    10.6    15.9    21.2    23.6    23.0    25.7
Deck +    : M     199.3   172.9   128.7    66.9    32.7    40.9     0.0
Haunch (Min)V       3.8     7.6    11.4    15.2    17.0    16.6    18.5
Diaphragm : M       5.6     4.1     2.7     1.2     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       4.0     3.0     1.9     0.9     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      89.7    77.8    57.9    30.1    14.7    18.4     0.0
DC(Max)     V       1.7     3.4     5.1     6.9     7.6     7.5     8.3
DL-Comp   : M      64.6    56.0    41.7    21.7    10.6    13.3     0.0
DC(Min)     V       1.2     2.5     3.7     4.9     5.5     5.4     6.0
DL-Comp   : M      59.4    51.5    38.3    19.9     9.7    12.2     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.1     4.9     5.5
DL-Comp   : M      25.7    22.3    16.6     8.6     4.2     5.3     0.0
DW(Min)     V       0.5     1.0     1.5     2.0     2.2     2.1     2.4
LL + I    : M+   1257.2  1119.6   870.4   468.7   232.2   289.7     0.0
            V      82.0    23.9    49.7   163.0   175.2   172.4   185.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    88.5   111.5   135.7   163.0   175.2   172.4   185.7
            M    1127.8  1053.1   832.5   468.7   235.9   293.3    -0.0
Total     : M+   1925.1  1698.0  1300.7   692.3   341.5   426.4     0.0
            V      94.9    49.5    88.0   213.9   231.9   227.8   247.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   101.4   137.2   174.0   213.9   231.9   227.8   247.5
            M    1795.7  1631.5  1262.9   692.3   345.2   430.0    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               18.5             18.5
Deck+Haunch            25.7             25.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.4              3.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           41.6             41.6
DL-Comp.(DW)           27.6             27.6
Live                  125.1            125.1
        Truck          99.9             99.9
        Lane           25.2             25.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, 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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    32.8    26.2    53.6   103.0   138.3   159.5   166.6
(Max)       V      14.8    13.3    13.6    12.2     9.1     6.1     3.0     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     6.1     4.9     9.9    19.1    25.7    29.6    30.9
DC(Max)     V       2.7     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    45.5    36.4    74.4   143.0   192.1   221.5   231.3
Haunch (Max)V      20.6    18.4    18.9    16.9    12.7     8.5     4.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     1.0     2.2     3.3     4.5     5.6
(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    14.7    11.8    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.1     5.5     4.1     2.7     1.4     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     8.1     6.5    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.4     3.0     2.3     1.5     0.8     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   112.2    90.2   179.5   320.5   421.2   479.5   491.6
            V      81.1    73.7    75.3    68.6    56.5    48.3    40.7    33.1
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    81.1    73.7    75.3    68.6    56.5    48.3    40.7    33.1
            M       0.0   112.2    90.2   179.5   320.5   421.2   479.5   491.6
Total     : M+      0.0   219.9   176.3   355.7   659.7   877.1  1005.9  1042.3
            V     129.8   117.4   120.0   108.8    86.7    68.5    50.9    33.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   129.8   117.4   120.0   108.8    86.7    68.5    50.9    33.4
            M       0.0   219.9   176.3   355.7   659.7   877.1  1005.9  1042.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   43.16   42.67   45.00
Self wt.  : M     159.5   138.3   103.0    53.6    26.2    32.8     0.0
(Max)       V       3.0     6.1     9.1    12.2    13.6    13.3    14.8
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      29.6    25.7    19.1     9.9     4.9     6.1     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.7
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     221.5   192.1   143.0    74.4    36.4    45.5     0.0
Haunch (Max)V       4.2     8.5    12.7    16.9    18.9    18.4    20.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.5     3.3     2.2     1.0     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      71.7    62.2    46.3    24.1    11.8    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.1     6.0     6.7
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      39.6    34.3    25.6    13.3     6.5     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.4     3.3     3.7
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+    479.5   421.2   320.5   179.5    90.2   112.2     0.0
            V      40.7    48.3    56.5    68.6    75.3    73.7    81.1
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    40.7    48.3    56.5    68.6    75.3    73.7    81.1
            M     479.5   421.2   320.5   179.5    90.2   112.2     0.0
Total     : M+   1005.9   877.1   659.7   355.7   176.3   219.9     0.0
            V      50.9    68.5    86.7   108.8   120.0   117.4   129.8
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    50.9    68.5    86.7   108.8   120.0   117.4   129.8
            M    1005.9   877.1   659.7   355.7   176.3   219.9     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.63    9.27   13.90   18.53   23.17
 
Beam-Self
Precast-top    0.096   0.142   0.253   0.332   0.380   0.396 
Bottom        -0.084  -0.125  -0.223  -0.292  -0.334  -0.348 
 
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   -0.401  -0.354  -0.244  -0.164  -0.117  -0.101 
Bottom         1.837   1.796   1.699   1.629   1.588   1.574 


 
 
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    3.97    8.60   13.23   17.87   22.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.012   0.010   0.020   0.038   0.051   0.058   0.061 
Precast-top   -0.103  -0.249  -0.218  -0.124   0.172   0.384   0.512   0.557 
Bottom         0.396   1.525   1.293   1.402   1.108   0.898   0.770   0.727 
 

 
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    4.63    9.27   13.90   18.53   23.17
 
Beam-Self
Precast-top    0.096   0.142   0.253   0.332   0.380   0.396 
Bottom        -0.084  -0.125  -0.223  -0.292  -0.334  -0.348 
 
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   -0.401  -0.354  -0.244  -0.164  -0.117  -0.101 
Bottom         1.837   1.796   1.699   1.629   1.588   1.574 
 
As_top  , in2  1.354   1.127   0.621   0.000   0.000   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    3.97    8.60   13.23   17.87   22.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    3.97    8.60   13.23   17.87   22.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.065   0.052   0.104   0.187   0.246   0.280   0.288 
Precast-top   -0.051  -0.098  -0.088  -0.019   0.162   0.293   0.371   0.396 
Bottom         0.198   0.630   0.540   0.489   0.176  -0.048  -0.180  -0.216 
 

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
    247.5    6.5   40.9    0.381   0.0   6.00e-3 50.0    258.7     1.512    1.760      0.21
      0.0    0.3   40.8     42.0 0.208      16.4 0.87    12.00     0.092    1.154 
Transfer:   3.00
    227.8    6.5   40.9    1.717   0.0   2.68e-3 38.4    223.5     0.878    1.760      0.00
    430.0    1.2   40.3    189.0 0.193      29.5 1.59    12.00     0.092    1.294 
Critical:   4.02
    219.0    6.5   40.9    1.819   0.0   1.82e-3 35.4    205.8     0.725    1.760      0.00
    594.3    1.3   40.3    189.0 0.186      37.6 2.03    12.00     0.092    1.345 
0.1L    :   4.63
    213.9    6.5   40.9    1.879   0.0   1.36e-3 33.8    193.8     0.643    1.625      0.00
    692.3    1.3   40.3    189.0 0.182      44.0 2.38    12.00     0.092    1.376 
0.2L    :   9.27
    174.0    6.5   40.9    2.339   0.0   1.65e-3 34.8    153.7     0.532    0.620      0.00
   1262.9    1.7   40.1    189.0 0.148      39.5 2.15    12.00     0.092    1.131 
0.3L    :  13.90
    137.2    6.5   40.9    2.604   0.0   1.81e-3 35.3    115.0     0.408    0.413      0.00
   1631.5    1.8   40.0    189.0 0.117      37.4 2.03    24.00     0.092    1.010 
0.4L    :  18.53
    101.4    6.5   40.9    2.604   0.0   1.99e-3 36.0     77.4     0.281    0.413      0.00
   1795.7    1.8   40.0    189.0 0.087      35.3 1.92    24.00     0.092    1.324 
0.5L    :  23.17
     70.0    6.5   40.9    2.604   0.0   1.66e-3 34.8     38.5     0.134    0.413      0.00
   1817.8    1.8   40.0    189.0 0.060      39.3 2.14    24.00     0.092    2.033 
0.6L    :  27.80
    101.4    6.5   40.9    2.604   0.0   1.99e-3 36.0     77.4     0.281    0.413      0.00
   1795.7    1.8   40.0    189.0 0.087      35.3 1.92    24.00     0.092    1.324 
0.7L    :  32.43
    137.2    6.5   40.9    2.604   0.0   1.81e-3 35.3    115.0     0.408    0.413      0.00
   1631.5    1.8   40.0    189.0 0.117      37.4 2.03    24.00     0.092    1.010 
0.8L    :  37.07
    174.0    6.5   40.9    2.339   0.0   1.65e-3 34.8    153.7     0.532    0.620      0.00
   1262.9    1.7   40.1    189.0 0.148      39.5 2.15    12.00     0.092    1.131 
0.9L    :  41.70
    213.9    6.5   40.9    1.879   0.0   1.36e-3 33.8    193.8     0.643    1.625      0.00
    692.3    1.3   40.3    189.0 0.182      44.0 2.38    12.00     0.092    1.376 
Critical:  42.31
    219.0    6.5   40.9    1.819   0.0   1.82e-3 35.4    205.8     0.725    1.760      0.00
    594.3    1.3   40.3    189.0 0.186      37.6 2.03    12.00     0.092    1.345 
Transfer:  43.33
    227.8    6.5   40.9    1.717   0.0   2.68e-3 38.4    223.5     0.878    1.760      0.00
    430.0    1.2   40.3    189.0 0.193      29.5 1.59    12.00     0.092    1.294 
Bearing :  45.67
    247.5    6.5   40.9    0.381   0.0   6.00e-3 50.0    258.7     1.512    1.760      0.21
      0.0    0.3   40.8     42.0 0.208      16.4 0.87    12.00     0.092    1.154 
 

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
    247.5      6.74     40.92    0.27       40.78    24.00      0.300      1.498      0.000      1.760 
Transfer:      2.33
    227.8      6.28     40.92    1.22       40.31    24.00      0.300      1.343      0.000      1.760 
Critical:      3.36
    219.1      6.05     40.92    1.29       40.27    24.00      0.300      1.265      0.000      1.760 
0.1L    :      3.97
    213.9      5.91     40.92    1.33       40.25    24.00      0.300      1.219      0.000      1.625 
0.2L    :      8.60
    174.0      4.82     40.92    1.65       40.09    24.00      0.300      0.857      0.000      0.620 
0.3L    :     13.23
    137.2      3.81     40.92    1.84       40.00    24.00      0.300      0.520      0.000      0.413 
0.4L    :     17.87
    101.4      2.82     40.92    1.84       40.00    24.00      0.300      0.189      0.000      0.413 
0.5L    :     22.50
     70.0      1.95     40.92    1.84       40.00    24.00      0.300      0.000      0.000      0.413 
0.6L    :     27.13
    101.4      2.82     40.92    1.84       40.00    24.00      0.300      0.189      0.000      0.413 
0.7L    :     31.77
    137.2      3.81     40.92    1.84       40.00    24.00      0.300      0.520      0.000      0.413 
0.8L    :     36.40
    174.0      4.82     40.92    1.65       40.09    24.00      0.300      0.857      0.000      0.620 
0.9L    :     41.03
    213.9      5.91     40.92    1.33       40.25    24.00      0.300      1.219      0.000      1.625 
Critical:     41.64
    219.1      6.05     40.92    1.29       40.27    24.00      0.300      1.265      0.000      1.760 
Transfer:     42.67
    227.8      6.28     40.92    1.22       40.31    24.00      0.300      1.343      0.000      1.760 
Bearing :     45.00
    247.5      6.74     40.92    0.27       40.78    24.00      0.300      1.498      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 = 3.97 ft
Prestress      :       0.207  1.80      0.373  2.20      0.456
Self Wt.       :      -0.047  1.85     -0.087  2.40     -0.113
Deck + Haunch  :                       -0.050  2.30     -0.114
DL-Prec. (DC)  :                       -0.007  3.00     -0.020
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.016
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 8.60 ft
Prestress      :       0.371  1.80      0.668  2.20      0.817
Self Wt.       :      -0.089  1.85     -0.165  2.40     -0.214
Deck + Haunch  :                       -0.102  2.30     -0.235
DL-Prec. (DC)  :                       -0.014  3.00     -0.041
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.033
DL-Comp. (DW)  :                       -0.006  3.00     -0.018
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 13.23 ft
Prestress      :       0.488  1.80      0.879  2.20      1.074
Self Wt.       :      -0.122  1.85     -0.226  2.40     -0.293
Deck + Haunch  :                       -0.144  2.30     -0.330
DL-Prec. (DC)  :                       -0.019  3.00     -0.058
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.016  3.00     -0.047
DL-Comp. (DW)  :                       -0.009  3.00     -0.026
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 17.87 ft
Prestress      :       0.559  1.80      1.005  2.20      1.229
Self Wt.       :      -0.143  1.85     -0.264  2.40     -0.343
Deck + Haunch  :                       -0.170  2.30     -0.391
DL-Prec. (DC)  :                       -0.023  3.00     -0.068
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.019  3.00     -0.056
DL-Comp. (DW)  :                       -0.010  3.00     -0.031
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 22.50 ft
Prestress      :       0.582  1.80      1.048  2.20      1.280
Self Wt.       :      -0.150  1.85     -0.277  2.40     -0.360
Deck + Haunch  :                       -0.179  2.30     -0.412
DL-Prec. (DC)  :                       -0.024  3.00     -0.072
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.059
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 27.13 ft
Prestress      :       0.559  1.80      1.005  2.20      1.229
Self Wt.       :      -0.143  1.85     -0.264  2.40     -0.343
Deck + Haunch  :                       -0.170  2.30     -0.391
DL-Prec. (DC)  :                       -0.023  3.00     -0.068
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.019  3.00     -0.056
DL-Comp. (DW)  :                       -0.010  3.00     -0.031
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 31.77 ft
Prestress      :       0.488  1.80      0.879  2.20      1.074
Self Wt.       :      -0.122  1.85     -0.226  2.40     -0.293
Deck + Haunch  :                       -0.144  2.30     -0.330
DL-Prec. (DC)  :                       -0.019  3.00     -0.058
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.016  3.00     -0.047
DL-Comp. (DW)  :                       -0.009  3.00     -0.026
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 36.40 ft
Prestress      :       0.371  1.80      0.668  2.20      0.817
Self Wt.       :      -0.089  1.85     -0.165  2.40     -0.214
Deck + Haunch  :                       -0.102  2.30     -0.235
DL-Prec. (DC)  :                       -0.014  3.00     -0.041
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.033
DL-Comp. (DW)  :                       -0.006  3.00     -0.018
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 41.03 ft
Prestress      :       0.207  1.80      0.373  2.20      0.456
Self Wt.       :      -0.047  1.85     -0.087  2.40     -0.113
Deck + Haunch  :                       -0.050  2.30     -0.114
DL-Prec. (DC)  :                       -0.007  3.00     -0.020
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.016
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
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
   426.4    40.9  1.717  267.4    1.4   1.22   1541.7  0.086T 1.00       -       -     -     -  
H/2     :   1.84
   341.5    40.9  1.437  267.8    1.2   1.02   1295.3  0.103T 1.00       -       -     -     -  
0.1L    :   3.97
   692.3    40.9  1.879  267.1    1.6   1.33   1683.5  0.078T 1.00       -       -     -     -  
0.2L    :   8.60
  1300.7    40.9  2.339  266.4    1.9   1.65   2082.1  0.062T 1.00       -       -     -     -  
0.3L    :  13.23
  1698.0    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    487.5   487.5    4.74    -  
0.4L    :  17.87
  1925.1    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    450.1   450.1    5.13    -  
0.5L    :  22.50
  1970.9    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    437.2   437.2    5.28    -  
0.6L    :  27.13
  1925.1    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    450.1   450.1    5.13    -  
0.7L    :  31.77
  1698.0    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    487.5   487.5    4.74    -  
0.8L    :  36.40
  1300.7    40.9  2.339  266.4    1.9   1.65   2082.1  0.062T 1.00       -       -     -     -  
0.9L    :  41.03
   692.3    40.9  1.879  267.1    1.6   1.33   1683.5  0.078T 1.00       -       -     -     -  
H/2     :  43.16
   341.5    40.9  1.437  267.8    1.2   1.02   1295.3  0.103T 1.00       -       -     -     -  
Transfer:  42.67
   426.4    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    -0.008
        M   2.00 Fb     0.255
 
  2   2 E   6.00 Ft    -0.048
        M   6.00 Fb     0.538
 
  3   2 E   6.00 Ft    -0.089
        M   6.00 Fb     0.821
 
  4   2 E   2.00 Ft    -0.193
        M   2.00 Fb     1.159
 
  5   2 E   2.00 Ft    -0.297
        M   2.00 Fb     1.498
 
  6   2 E   2.00 Ft    -0.401
        M   2.00 Fb     1.837
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 46.33            Release Length, ft: 46.33
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:  4.45 %               Final losses: 11.34 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.837     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.401       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     1970.86     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   0.061     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.557     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.525    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   0.396     Midspan
    Pre.Bot:                                                             2.000   0.630    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  22.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.582  1.80      1.048  2.20      1.280
Self Wt.       :      -0.150  1.85     -0.277  2.40     -0.360
Deck + Haunch  :                       -0.179  2.30     -0.412
DL-Prec. (DC)  :                       -0.024  3.00     -0.072
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.059
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
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   45.00
     DC  Line       0.087      0.00       0.087   45.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    22.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 46.333 ft
Release length = 46.333 ft
Design  length = 45.000 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)  : 0.839   (Calculated)    
Live Moment (1  lane  loaded)  : 0.620   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.175   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.940   (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     3.97     8.60    13.23    17.87    22.50
 
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)   =      0.099 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)       
-------------------------------------------------------------------------------------
       556.000         740 411.440      7.528 30488.346   411.213     293.285        
 
 
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     10.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.1670     12.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      12.6670     33.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      33.6663     36.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      36.1663     40.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      40.1667     41.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      41.6667     42.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      42.2083     46.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      46.2083     46.3333     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 46.3330       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     **     8.73 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.359 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.63 ksi    0.00 ksi
    due to Composite Loads                                 -0.76 ksi    0.00 ksi
    due to Live Loads                                      -3.78 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                  8.73 ksi  ( 4.45 %)            13.49 ksi ( 6.88 %)
Total Prestress Losses                                    22.22 ksi (11.34 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    32.8    26.2    53.6   103.0   138.3   159.5   166.6
(Max)       V      14.8    13.3    13.6    12.2     9.1     6.1     3.0     0.0
DL-Prec.  : M       0.0     6.1     4.9     9.9    19.1    25.7    29.6    30.9
DC(Max)     V       2.7     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    45.5    36.4    74.4   143.0   192.1   221.5   231.3
Haunch (Max)V      20.6    18.4    18.9    16.9    12.7     8.5     4.2     0.0
Diaphragm : M       0.0     0.6     0.5     1.0     2.2     3.3     4.5     5.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    14.7    11.8    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.1     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     8.1     6.5    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.4     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   165.5   132.7   267.8   497.4   639.7   718.4   727.0
            V     106.1    98.5   100.1    93.1    28.4    13.6    46.8    32.1
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   106.1    98.5   100.1    93.1    77.5    63.7    50.6    39.8
            M      -0.0   167.6   134.8   267.8   475.7   601.8   644.5   639.5
Total     : M+      0.0   273.3   218.8   444.1   836.5  1095.7  1244.8  1277.6
            V     154.8   142.2   144.8   133.3    58.6    33.8    57.1    32.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   154.8   142.2   144.8   133.3   107.7    83.9    60.8    40.1
            M      -0.0   275.4   220.9   444.1   814.9  1057.7  1170.9  1190.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   43.16   42.67   45.00
Self wt.  : M     159.5   138.3   103.0    53.6    26.2    32.8     0.0
(Max)       V       3.0     6.1     9.1    12.2    13.6    13.3    14.8
DL-Prec.  : M      29.6    25.7    19.1     9.9     4.9     6.1     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     221.5   192.1   143.0    74.4    36.4    45.5     0.0
Haunch (Max)V       4.2     8.5    12.7    16.9    18.9    18.4    20.6
Diaphragm : M       4.5     3.3     2.2     1.0     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      71.7    62.2    46.3    24.1    11.8    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.1     6.0     6.7
DL-Comp   : M      39.6    34.3    25.6    13.3     6.5     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.4     3.3     3.7
LL + I    : M+    718.4   639.7   497.4   267.8   132.7   165.5     0.0
            V      46.8    13.6    28.4    93.1   100.1    98.5   106.1
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    50.6    63.7    77.5    93.1   100.1    98.5   106.1
            M     644.5   601.8   475.7   267.8   134.8   167.6    -0.0
Total     : M+   1244.8  1095.7   836.5   444.1   218.8   273.3     0.0
            V      57.1    33.8    58.6   133.3   144.8   142.2   154.8
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    60.8    83.9   107.7   133.3   144.8   142.2   154.8
            M    1170.9  1057.7   814.9   444.1   220.9   275.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               14.8             14.8
Deck+Haunch            20.6             20.6
Diaphragm               0.3              0.3
DL-Prec.(DC)            2.7              2.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           33.3             33.3
DL-Comp.(DW)           18.4             18.4
Live                   71.5             71.5
        Truck          57.1             57.1
        Lane           14.4             14.4
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, 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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    32.8    26.2    53.6   103.0   138.3   159.5   166.6
(Max)       V      14.8    13.3    13.6    12.2     9.1     6.1     3.0     0.0
DL-Prec.  : M       0.0     6.1     4.9     9.9    19.1    25.7    29.6    30.9
DC(Max)     V       2.7     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    45.5    36.4    74.4   143.0   192.1   221.5   231.3
Haunch (Max)V      20.6    18.4    18.9    16.9    12.7     8.5     4.2     0.0
Diaphragm : M       0.0     0.6     0.5     1.0     2.2     3.3     4.5     5.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    14.7    11.8    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.1     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     8.1     6.5    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.4     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   132.4   106.1   214.3   397.9   511.8   574.7   581.6
            V      84.9    78.8    80.1    74.5    22.7    10.9    37.5    25.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    84.9    78.8    80.1    74.5    62.0    51.0    40.4    31.9
            M      -0.0   134.1   107.8   214.3   380.6   481.4   515.6   511.6
Total     : M+      0.0   240.2   192.3   390.5   737.1   967.7  1101.1  1132.2
            V     133.6   122.5   124.8   114.7    52.9    31.1    47.7    25.9
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   133.6   122.5   124.8   114.7    92.2    71.2    50.7    32.1
            M      -0.0   241.8   194.0   390.5   719.7   937.3  1042.0  1062.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   43.16   42.67   45.00
Self wt.  : M     159.5   138.3   103.0    53.6    26.2    32.8     0.0
(Max)       V       3.0     6.1     9.1    12.2    13.6    13.3    14.8
DL-Prec.  : M      29.6    25.7    19.1     9.9     4.9     6.1     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     221.5   192.1   143.0    74.4    36.4    45.5     0.0
Haunch (Max)V       4.2     8.5    12.7    16.9    18.9    18.4    20.6
Diaphragm : M       4.5     3.3     2.2     1.0     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      71.7    62.2    46.3    24.1    11.8    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.1     6.0     6.7
DL-Comp   : M      39.6    34.3    25.6    13.3     6.5     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.4     3.3     3.7
LL + I    : M+    574.7   511.8   397.9   214.3   106.1   132.4     0.0
            V      37.5    10.9    22.7    74.5    80.1    78.8    84.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.4    51.0    62.0    74.5    80.1    78.8    84.9
            M     515.6   481.4   380.6   214.3   107.8   134.1    -0.0
Total     : M+   1101.1   967.7   737.1   390.5   192.3   240.2     0.0
            V      47.7    31.1    52.9   114.7   124.8   122.5   133.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    50.7    71.2    92.2   114.7   124.8   122.5   133.6
            M    1042.0   937.3   719.7   390.5   194.0   241.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    40.9    32.7    66.9   128.7   172.9   199.4   208.2
(Max)       V      18.5    16.6    17.0    15.2    11.4     7.6     3.8     0.0
Self wt.  : M       0.0    29.5    23.6    48.2    92.7   124.5   143.5   149.9
(Min)       V      13.3    11.9    12.2    11.0     8.2     5.5     2.7     0.0
DL-Prec.  : M       0.0     7.6     6.1    12.4    23.9    32.1    37.0    38.6
DC(Max)     V       3.4     3.1     3.2     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     5.5     4.4     8.9    17.2    23.1    26.6    27.8
DC(Min)     V       2.5     2.2     2.3     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
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    56.9    45.4    93.0   178.8   240.1   276.9   289.1
Haunch (Max)V      25.7    23.0    23.6    21.2    15.9    10.6     5.3     0.0
Deck +    : M       0.0    40.9    32.7    66.9   128.7   172.9   199.3   208.2
Haunch (Min)V      18.5    16.6    17.0    15.2    11.4     7.6     3.8     0.0
Diaphragm : M       0.0     0.7     0.6     1.2     2.7     4.1     5.6     7.0
(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     0.9     1.9     3.0     4.0     5.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    18.4    14.7    30.1    57.9    77.8    89.7    93.7
DC(Max)     V       8.3     7.5     7.6     6.9     5.1     3.4     1.7     0.0
DL-Comp   : M       0.0    13.3    10.6    21.7    41.7    56.0    64.6    67.4
DC(Min)     V       6.0     5.4     5.5     4.9     3.7     2.5     1.2     0.0
DL-Comp   : M       0.0    12.2     9.7    19.9    38.3    51.5    59.4    62.0
DW(Max)     V       5.5     4.9     5.1     4.5     3.4     2.3     1.1     0.0
DL-Comp   : M       0.0     5.3     4.2     8.6    16.6    22.3    25.7    26.9
DW(Min)     V       2.4     2.1     2.2     2.0     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   289.7   232.2   468.7   870.4  1119.6  1257.2  1272.2
            V     185.7   172.4   175.2   163.0    49.7    23.9    82.0    56.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   185.7   172.4   175.2   163.0   135.7   111.5    88.5    69.7
            M      -0.0   293.3   235.9   468.7   832.5  1053.1  1127.8  1119.2
Total     : M+      0.0   426.4   341.5   692.3  1300.7  1698.0  1925.1  1970.9
            V     247.5   227.8   231.9   213.9    88.0    49.5    94.9    56.5
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   247.5   227.8   231.9   213.9   174.0   137.2   101.4    70.0
            M      -0.0   430.0   345.2   692.3  1262.9  1631.5  1795.7  1817.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   43.16   42.67   45.00
Self wt.  : M     199.4   172.9   128.7    66.9    32.7    40.9     0.0
(Max)       V       3.8     7.6    11.4    15.2    17.0    16.6    18.5
Self wt.  : M     143.5   124.5    92.7    48.2    23.6    29.5     0.0
(Min)       V       2.7     5.5     8.2    11.0    12.2    11.9    13.3
DL-Prec.  : M      37.0    32.1    23.9    12.4     6.1     7.6     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.2     3.1     3.4
DL-Prec.  : M      26.6    23.1    17.2     8.9     4.4     5.5     0.0
DC(Min)     V       0.5     1.0     1.5     2.0     2.3     2.2     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     276.9   240.1   178.8    93.0    45.4    56.9     0.0
Haunch (Max)V       5.3    10.6    15.9    21.2    23.6    23.0    25.7
Deck +    : M     199.3   172.9   128.7    66.9    32.7    40.9     0.0
Haunch (Min)V       3.8     7.6    11.4    15.2    17.0    16.6    18.5
Diaphragm : M       5.6     4.1     2.7     1.2     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       4.0     3.0     1.9     0.9     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      89.7    77.8    57.9    30.1    14.7    18.4     0.0
DC(Max)     V       1.7     3.4     5.1     6.9     7.6     7.5     8.3
DL-Comp   : M      64.6    56.0    41.7    21.7    10.6    13.3     0.0
DC(Min)     V       1.2     2.5     3.7     4.9     5.5     5.4     6.0
DL-Comp   : M      59.4    51.5    38.3    19.9     9.7    12.2     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.1     4.9     5.5
DL-Comp   : M      25.7    22.3    16.6     8.6     4.2     5.3     0.0
DW(Min)     V       0.5     1.0     1.5     2.0     2.2     2.1     2.4
LL + I    : M+   1257.2  1119.6   870.4   468.7   232.2   289.7     0.0
            V      82.0    23.9    49.7   163.0   175.2   172.4   185.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    88.5   111.5   135.7   163.0   175.2   172.4   185.7
            M    1127.8  1053.1   832.5   468.7   235.9   293.3    -0.0
Total     : M+   1925.1  1698.0  1300.7   692.3   341.5   426.4     0.0
            V      94.9    49.5    88.0   213.9   231.9   227.8   247.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   101.4   137.2   174.0   213.9   231.9   227.8   247.5
            M    1795.7  1631.5  1262.9   692.3   345.2   430.0    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               18.5             18.5
Deck+Haunch            25.7             25.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.4              3.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           41.6             41.6
DL-Comp.(DW)           27.6             27.6
Live                  125.1            125.1
        Truck          99.9             99.9
        Lane           25.2             25.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, 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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    32.8    26.2    53.6   103.0   138.3   159.5   166.6
(Max)       V      14.8    13.3    13.6    12.2     9.1     6.1     3.0     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     6.1     4.9     9.9    19.1    25.7    29.6    30.9
DC(Max)     V       2.7     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    45.5    36.4    74.4   143.0   192.1   221.5   231.3
Haunch (Max)V      20.6    18.4    18.9    16.9    12.7     8.5     4.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     1.0     2.2     3.3     4.5     5.6
(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    14.7    11.8    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.1     5.5     4.1     2.7     1.4     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     8.1     6.5    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.4     3.0     2.3     1.5     0.8     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   112.2    90.2   179.5   320.5   421.2   479.5   491.6
            V      81.1    73.7    75.3    68.6    56.5    48.3    40.7    33.1
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    81.1    73.7    75.3    68.6    56.5    48.3    40.7    33.1
            M       0.0   112.2    90.2   179.5   320.5   421.2   479.5   491.6
Total     : M+      0.0   219.9   176.3   355.7   659.7   877.1  1005.9  1042.3
            V     129.8   117.4   120.0   108.8    86.7    68.5    50.9    33.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   129.8   117.4   120.0   108.8    86.7    68.5    50.9    33.4
            M       0.0   219.9   176.3   355.7   659.7   877.1  1005.9  1042.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   43.16   42.67   45.00
Self wt.  : M     159.5   138.3   103.0    53.6    26.2    32.8     0.0
(Max)       V       3.0     6.1     9.1    12.2    13.6    13.3    14.8
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      29.6    25.7    19.1     9.9     4.9     6.1     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.7
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     221.5   192.1   143.0    74.4    36.4    45.5     0.0
Haunch (Max)V       4.2     8.5    12.7    16.9    18.9    18.4    20.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.5     3.3     2.2     1.0     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      71.7    62.2    46.3    24.1    11.8    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.1     6.0     6.7
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      39.6    34.3    25.6    13.3     6.5     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.4     3.3     3.7
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+    479.5   421.2   320.5   179.5    90.2   112.2     0.0
            V      40.7    48.3    56.5    68.6    75.3    73.7    81.1
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    40.7    48.3    56.5    68.6    75.3    73.7    81.1
            M     479.5   421.2   320.5   179.5    90.2   112.2     0.0
Total     : M+   1005.9   877.1   659.7   355.7   176.3   219.9     0.0
            V      50.9    68.5    86.7   108.8   120.0   117.4   129.8
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    50.9    68.5    86.7   108.8   120.0   117.4   129.8
            M    1005.9   877.1   659.7   355.7   176.3   219.9     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.63    9.27   13.90   18.53   23.17
 
Beam-Self
Precast-top    0.096   0.142   0.253   0.332   0.380   0.396 
Bottom        -0.084  -0.125  -0.223  -0.292  -0.334  -0.348 
 
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   -0.401  -0.354  -0.244  -0.164  -0.117  -0.101 
Bottom         1.837   1.796   1.699   1.629   1.588   1.574 


 
 
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    3.97    8.60   13.23   17.87   22.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.012   0.010   0.020   0.038   0.051   0.058   0.061 
Precast-top   -0.103  -0.249  -0.218  -0.124   0.172   0.384   0.512   0.557 
Bottom         0.396   1.525   1.293   1.402   1.108   0.898   0.770   0.727 
 

 
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    4.63    9.27   13.90   18.53   23.17
 
Beam-Self
Precast-top    0.096   0.142   0.253   0.332   0.380   0.396 
Bottom        -0.084  -0.125  -0.223  -0.292  -0.334  -0.348 
 
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   -0.401  -0.354  -0.244  -0.164  -0.117  -0.101 
Bottom         1.837   1.796   1.699   1.629   1.588   1.574 
 
As_top  , in2  1.354   1.127   0.621   0.000   0.000   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    3.97    8.60   13.23   17.87   22.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    3.97    8.60   13.23   17.87   22.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.065   0.052   0.104   0.187   0.246   0.280   0.288 
Precast-top   -0.051  -0.098  -0.088  -0.019   0.162   0.293   0.371   0.396 
Bottom         0.198   0.630   0.540   0.489   0.176  -0.048  -0.180  -0.216 
 

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
    247.5    6.5   40.9    0.381   0.0   6.00e-3 50.0    258.7     1.512    1.760      0.21
      0.0    0.3   40.8     42.0 0.208      16.4 0.87    12.00     0.092    1.154 
Transfer:   3.00
    227.8    6.5   40.9    1.717   0.0   2.68e-3 38.4    223.5     0.878    1.760      0.00
    430.0    1.2   40.3    189.0 0.193      29.5 1.59    12.00     0.092    1.294 
Critical:   4.02
    219.0    6.5   40.9    1.819   0.0   1.82e-3 35.4    205.8     0.725    1.760      0.00
    594.3    1.3   40.3    189.0 0.186      37.6 2.03    12.00     0.092    1.345 
0.1L    :   4.63
    213.9    6.5   40.9    1.879   0.0   1.36e-3 33.8    193.8     0.643    1.625      0.00
    692.3    1.3   40.3    189.0 0.182      44.0 2.38    12.00     0.092    1.376 
0.2L    :   9.27
    174.0    6.5   40.9    2.339   0.0   1.65e-3 34.8    153.7     0.532    0.620      0.00
   1262.9    1.7   40.1    189.0 0.148      39.5 2.15    12.00     0.092    1.131 
0.3L    :  13.90
    137.2    6.5   40.9    2.604   0.0   1.81e-3 35.3    115.0     0.408    0.413      0.00
   1631.5    1.8   40.0    189.0 0.117      37.4 2.03    24.00     0.092    1.010 
0.4L    :  18.53
    101.4    6.5   40.9    2.604   0.0   1.99e-3 36.0     77.4     0.281    0.413      0.00
   1795.7    1.8   40.0    189.0 0.087      35.3 1.92    24.00     0.092    1.324 
0.5L    :  23.17
     70.0    6.5   40.9    2.604   0.0   1.66e-3 34.8     38.5     0.134    0.413      0.00
   1817.8    1.8   40.0    189.0 0.060      39.3 2.14    24.00     0.092    2.033 
0.6L    :  27.80
    101.4    6.5   40.9    2.604   0.0   1.99e-3 36.0     77.4     0.281    0.413      0.00
   1795.7    1.8   40.0    189.0 0.087      35.3 1.92    24.00     0.092    1.324 
0.7L    :  32.43
    137.2    6.5   40.9    2.604   0.0   1.81e-3 35.3    115.0     0.408    0.413      0.00
   1631.5    1.8   40.0    189.0 0.117      37.4 2.03    24.00     0.092    1.010 
0.8L    :  37.07
    174.0    6.5   40.9    2.339   0.0   1.65e-3 34.8    153.7     0.532    0.620      0.00
   1262.9    1.7   40.1    189.0 0.148      39.5 2.15    12.00     0.092    1.131 
0.9L    :  41.70
    213.9    6.5   40.9    1.879   0.0   1.36e-3 33.8    193.8     0.643    1.625      0.00
    692.3    1.3   40.3    189.0 0.182      44.0 2.38    12.00     0.092    1.376 
Critical:  42.31
    219.0    6.5   40.9    1.819   0.0   1.82e-3 35.4    205.8     0.725    1.760      0.00
    594.3    1.3   40.3    189.0 0.186      37.6 2.03    12.00     0.092    1.345 
Transfer:  43.33
    227.8    6.5   40.9    1.717   0.0   2.68e-3 38.4    223.5     0.878    1.760      0.00
    430.0    1.2   40.3    189.0 0.193      29.5 1.59    12.00     0.092    1.294 
Bearing :  45.67
    247.5    6.5   40.9    0.381   0.0   6.00e-3 50.0    258.7     1.512    1.760      0.21
      0.0    0.3   40.8     42.0 0.208      16.4 0.87    12.00     0.092    1.154 
 

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
    247.5      6.74     40.92    0.27       40.78    24.00      0.300      1.498      0.000      1.760 
Transfer:      2.33
    227.8      6.28     40.92    1.22       40.31    24.00      0.300      1.343      0.000      1.760 
Critical:      3.36
    219.1      6.05     40.92    1.29       40.27    24.00      0.300      1.265      0.000      1.760 
0.1L    :      3.97
    213.9      5.91     40.92    1.33       40.25    24.00      0.300      1.219      0.000      1.625 
0.2L    :      8.60
    174.0      4.82     40.92    1.65       40.09    24.00      0.300      0.857      0.000      0.620 
0.3L    :     13.23
    137.2      3.81     40.92    1.84       40.00    24.00      0.300      0.520      0.000      0.413 
0.4L    :     17.87
    101.4      2.82     40.92    1.84       40.00    24.00      0.300      0.189      0.000      0.413 
0.5L    :     22.50
     70.0      1.95     40.92    1.84       40.00    24.00      0.300      0.000      0.000      0.413 
0.6L    :     27.13
    101.4      2.82     40.92    1.84       40.00    24.00      0.300      0.189      0.000      0.413 
0.7L    :     31.77
    137.2      3.81     40.92    1.84       40.00    24.00      0.300      0.520      0.000      0.413 
0.8L    :     36.40
    174.0      4.82     40.92    1.65       40.09    24.00      0.300      0.857      0.000      0.620 
0.9L    :     41.03
    213.9      5.91     40.92    1.33       40.25    24.00      0.300      1.219      0.000      1.625 
Critical:     41.64
    219.1      6.05     40.92    1.29       40.27    24.00      0.300      1.265      0.000      1.760 
Transfer:     42.67
    227.8      6.28     40.92    1.22       40.31    24.00      0.300      1.343      0.000      1.760 
Bearing :     45.00
    247.5      6.74     40.92    0.27       40.78    24.00      0.300      1.498      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 = 3.97 ft
Prestress      :       0.207  1.80      0.373  2.20      0.456
Self Wt.       :      -0.047  1.85     -0.087  2.40     -0.113
Deck + Haunch  :                       -0.050  2.30     -0.114
DL-Prec. (DC)  :                       -0.007  3.00     -0.020
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.016
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 8.60 ft
Prestress      :       0.371  1.80      0.668  2.20      0.817
Self Wt.       :      -0.089  1.85     -0.165  2.40     -0.214
Deck + Haunch  :                       -0.102  2.30     -0.235
DL-Prec. (DC)  :                       -0.014  3.00     -0.041
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.033
DL-Comp. (DW)  :                       -0.006  3.00     -0.018
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 13.23 ft
Prestress      :       0.488  1.80      0.879  2.20      1.074
Self Wt.       :      -0.122  1.85     -0.226  2.40     -0.293
Deck + Haunch  :                       -0.144  2.30     -0.330
DL-Prec. (DC)  :                       -0.019  3.00     -0.058
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.016  3.00     -0.047
DL-Comp. (DW)  :                       -0.009  3.00     -0.026
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 17.87 ft
Prestress      :       0.559  1.80      1.005  2.20      1.229
Self Wt.       :      -0.143  1.85     -0.264  2.40     -0.343
Deck + Haunch  :                       -0.170  2.30     -0.391
DL-Prec. (DC)  :                       -0.023  3.00     -0.068
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.019  3.00     -0.056
DL-Comp. (DW)  :                       -0.010  3.00     -0.031
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 22.50 ft
Prestress      :       0.582  1.80      1.048  2.20      1.280
Self Wt.       :      -0.150  1.85     -0.277  2.40     -0.360
Deck + Haunch  :                       -0.179  2.30     -0.412
DL-Prec. (DC)  :                       -0.024  3.00     -0.072
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.059
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 27.13 ft
Prestress      :       0.559  1.80      1.005  2.20      1.229
Self Wt.       :      -0.143  1.85     -0.264  2.40     -0.343
Deck + Haunch  :                       -0.170  2.30     -0.391
DL-Prec. (DC)  :                       -0.023  3.00     -0.068
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.019  3.00     -0.056
DL-Comp. (DW)  :                       -0.010  3.00     -0.031
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 31.77 ft
Prestress      :       0.488  1.80      0.879  2.20      1.074
Self Wt.       :      -0.122  1.85     -0.226  2.40     -0.293
Deck + Haunch  :                       -0.144  2.30     -0.330
DL-Prec. (DC)  :                       -0.019  3.00     -0.058
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.016  3.00     -0.047
DL-Comp. (DW)  :                       -0.009  3.00     -0.026
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 36.40 ft
Prestress      :       0.371  1.80      0.668  2.20      0.817
Self Wt.       :      -0.089  1.85     -0.165  2.40     -0.214
Deck + Haunch  :                       -0.102  2.30     -0.235
DL-Prec. (DC)  :                       -0.014  3.00     -0.041
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.033
DL-Comp. (DW)  :                       -0.006  3.00     -0.018
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 41.03 ft
Prestress      :       0.207  1.80      0.373  2.20      0.456
Self Wt.       :      -0.047  1.85     -0.087  2.40     -0.113
Deck + Haunch  :                       -0.050  2.30     -0.114
DL-Prec. (DC)  :                       -0.007  3.00     -0.020
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.016
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
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
   426.4    40.9  1.717  267.4    1.4   1.22   1541.7  0.086T 1.00       -       -     -     -  
H/2     :   1.84
   341.5    40.9  1.437  267.8    1.2   1.02   1295.3  0.103T 1.00       -       -     -     -  
0.1L    :   3.97
   692.3    40.9  1.879  267.1    1.6   1.33   1683.5  0.078T 1.00       -       -     -     -  
0.2L    :   8.60
  1300.7    40.9  2.339  266.4    1.9   1.65   2082.1  0.062T 1.00       -       -     -     -  
0.3L    :  13.23
  1698.0    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    487.5   487.5    4.74    -  
0.4L    :  17.87
  1925.1    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    450.1   450.1    5.13    -  
0.5L    :  22.50
  1970.9    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    437.2   437.2    5.28    -  
0.6L    :  27.13
  1925.1    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    450.1   450.1    5.13    -  
0.7L    :  31.77
  1698.0    40.9  2.604  266.0    2.2   1.84   2308.9  0.056T 1.00    487.5   487.5    4.74    -  
0.8L    :  36.40
  1300.7    40.9  2.339  266.4    1.9   1.65   2082.1  0.062T 1.00       -       -     -     -  
0.9L    :  41.03
   692.3    40.9  1.879  267.1    1.6   1.33   1683.5  0.078T 1.00       -       -     -     -  
H/2     :  43.16
   341.5    40.9  1.437  267.8    1.2   1.02   1295.3  0.103T 1.00       -       -     -     -  
Transfer:  42.67
   426.4    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    -0.008
        M   2.00 Fb     0.255
 
  2   2 E   6.00 Ft    -0.048
        M   6.00 Fb     0.538
 
  3   2 E   6.00 Ft    -0.089
        M   6.00 Fb     0.821
 
  4   2 E   2.00 Ft    -0.193
        M   2.00 Fb     1.159
 
  5   2 E   2.00 Ft    -0.297
        M   2.00 Fb     1.498
 
  6   2 E   2.00 Ft    -0.401
        M   2.00 Fb     1.837
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 46.33            Release Length, ft: 46.33
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:  4.45 %               Final losses: 11.34 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.837     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.401       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     1970.86     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   0.061     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.557     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.525    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   0.396     Midspan
    Pre.Bot:                                                             2.000   0.630    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  22.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.582  1.80      1.048  2.20      1.280
Self Wt.       :      -0.150  1.85     -0.277  2.40     -0.360
Deck + Haunch  :                       -0.179  2.30     -0.412
DL-Prec. (DC)  :                       -0.024  3.00     -0.072
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.059
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
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   45.00
     DC  Line       0.076      0.00       0.076   45.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    22.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 46.333 ft
Release length = 46.333 ft
Design  length = 45.000 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)  : 0.821   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.934   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.029   (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     3.97     8.60    13.23    17.87    22.50
 
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)   =      0.099 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)       
-------------------------------------------------------------------------------------
       556.000         740 411.440      7.528 30488.346   411.213     293.285        
 
 
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     10.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.1670     12.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      12.6670     33.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      33.6663     36.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      36.1663     40.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      40.1667     41.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      41.6667     42.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      42.2083     46.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      46.2083     46.3333     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 46.3330       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     **     8.73 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.359 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.30 ksi    0.00 ksi
    due to Composite Loads                                 -0.76 ksi    0.00 ksi
    due to Live Loads                                      -3.74 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                  8.73 ksi  ( 4.45 %)            13.85 ksi ( 7.06 %)
Total Prestress Losses                                    22.58 ksi (11.52 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.4 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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    32.8    26.2    53.6   103.0   138.3   159.5   166.6
(Max)       V      14.8    13.3    13.6    12.2     9.1     6.1     3.0     0.0
DL-Prec.  : M       0.0     5.6     4.4     9.1    17.5    23.5    27.0    28.2
DC(Max)     V       2.5     2.3     2.3     2.1     1.6     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    40.1    32.0    65.5   126.0   169.2   195.1   203.7
Haunch (Max)V      18.1    16.2    16.6    14.9    11.2     7.5     3.7     0.0
Diaphragm : M       0.0     0.3     0.2     0.5     1.1     1.7     2.2     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.7    11.8    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.1     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     8.1     6.5    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.4     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   162.0   129.8   262.1   486.7   626.1   703.1   711.5
            V      92.9    86.2    87.6    81.6    24.8    11.9    41.0    28.1
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    92.9    86.2    87.6    81.6    67.9    55.8    44.3    34.9
            M      -0.0   164.0   131.9   262.1   465.6   588.9   630.7   625.9
Total     : M+      0.0   263.5   211.0   428.1   806.1  1055.2  1198.3  1229.1
            V     138.8   127.4   129.8   119.4    53.2    30.9    50.6    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   138.8   127.4   129.8   119.4    96.3    74.8    53.8    35.0
            M      -0.0   265.5   213.1   428.1   785.0  1018.1  1125.9  1143.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   43.16   42.67   45.00
Self wt.  : M     159.5   138.3   103.0    53.6    26.2    32.8     0.0
(Max)       V       3.0     6.1     9.1    12.2    13.6    13.3    14.8
DL-Prec.  : M      27.0    23.5    17.5     9.1     4.4     5.6     0.0
DC(Max)     V       0.5     1.0     1.6     2.1     2.3     2.3     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     195.1   169.2   126.0    65.5    32.0    40.1     0.0
Haunch (Max)V       3.7     7.5    11.2    14.9    16.6    16.2    18.1
Diaphragm : M       2.2     1.7     1.1     0.5     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      71.7    62.2    46.3    24.1    11.8    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.1     6.0     6.7
DL-Comp   : M      39.6    34.3    25.6    13.3     6.5     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.4     3.3     3.7
LL + I    : M+    703.1   626.1   486.7   262.1   129.8   162.0     0.0
            V      41.0    11.9    24.8    81.6    87.6    86.2    92.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    44.3    55.8    67.9    81.6    87.6    86.2    92.9
            M     630.7   588.9   465.6   262.1   131.9   164.0    -0.0
Total     : M+   1198.3  1055.2   806.1   428.1   211.0   263.5     0.0
            V      50.6    30.9    53.2   119.4   129.8   127.4   138.8
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    53.8    74.8    96.3   119.4   129.8   127.4   138.8
            M    1125.9  1018.1   785.0   428.1   213.1   265.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               14.8             14.8
Deck+Haunch            18.1             18.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.5              2.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           33.3             33.3
DL-Comp.(DW)           18.4             18.4
Live                   71.5             71.5
        Truck          57.1             57.1
        Lane           14.4             14.4
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, 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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    32.8    26.2    53.6   103.0   138.3   159.5   166.6
(Max)       V      14.8    13.3    13.6    12.2     9.1     6.1     3.0     0.0
DL-Prec.  : M       0.0     5.6     4.4     9.1    17.5    23.5    27.0    28.2
DC(Max)     V       2.5     2.3     2.3     2.1     1.6     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    40.1    32.0    65.5   126.0   169.2   195.1   203.7
Haunch (Max)V      18.1    16.2    16.6    14.9    11.2     7.5     3.7     0.0
Diaphragm : M       0.0     0.3     0.2     0.5     1.1     1.7     2.2     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.7    11.8    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.1     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     8.1     6.5    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.4     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   129.6   103.9   209.7   389.4   500.9   562.5   569.2
            V      74.3    69.0    70.1    65.2    19.9     9.6    32.8    22.5
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    74.3    69.0    70.1    65.2    54.3    44.6    35.4    27.9
            M      -0.0   131.2   105.5   209.7   372.5   471.1   504.6   500.7
Total     : M+      0.0   231.1   185.0   375.7   708.8   930.0  1057.7  1086.8
            V     120.2   110.1   112.2   103.1    48.3    28.5    42.4    22.6
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   120.2   110.1   112.2   103.1    82.7    63.6    45.0    28.0
            M      -0.0   232.7   186.7   375.7   691.8   900.3   999.8  1018.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   43.16   42.67   45.00
Self wt.  : M     159.5   138.3   103.0    53.6    26.2    32.8     0.0
(Max)       V       3.0     6.1     9.1    12.2    13.6    13.3    14.8
DL-Prec.  : M      27.0    23.5    17.5     9.1     4.4     5.6     0.0
DC(Max)     V       0.5     1.0     1.6     2.1     2.3     2.3     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     195.1   169.2   126.0    65.5    32.0    40.1     0.0
Haunch (Max)V       3.7     7.5    11.2    14.9    16.6    16.2    18.1
Diaphragm : M       2.2     1.7     1.1     0.5     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      71.7    62.2    46.3    24.1    11.8    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.1     6.0     6.7
DL-Comp   : M      39.6    34.3    25.6    13.3     6.5     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.4     3.3     3.7
LL + I    : M+    562.5   500.9   389.4   209.7   103.9   129.6     0.0
            V      32.8     9.6    19.9    65.2    70.1    69.0    74.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.4    44.6    54.3    65.2    70.1    69.0    74.3
            M     504.6   471.1   372.5   209.7   105.5   131.2    -0.0
Total     : M+   1057.7   930.0   708.8   375.7   185.0   231.1     0.0
            V      42.4    28.5    48.3   103.1   112.2   110.1   120.2
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    45.0    63.6    82.7   103.1   112.2   110.1   120.2
            M     999.8   900.3   691.8   375.7   186.7   232.7    -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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    40.9    32.7    66.9   128.7   172.9   199.4   208.2
(Max)       V      18.5    16.6    17.0    15.2    11.4     7.6     3.8     0.0
Self wt.  : M       0.0    29.5    23.6    48.2    92.7   124.5   143.5   149.9
(Min)       V      13.3    11.9    12.2    11.0     8.2     5.5     2.7     0.0
DL-Prec.  : M       0.0     6.9     5.5    11.4    21.8    29.3    33.8    35.3
DC(Max)     V       3.1     2.8     2.9     2.6     1.9     1.3     0.6     0.0
DL-Prec.  : M       0.0     5.0     4.0     8.2    15.7    21.1    24.3    25.4
DC(Min)     V       2.3     2.0     2.1     1.9     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    50.1    40.0    81.9   157.5   211.5   243.9   254.6
Haunch (Max)V      22.6    20.3    20.8    18.6    14.0     9.3     4.7     0.0
Deck +    : M       0.0    36.1    28.8    58.9   113.4   152.2   175.6   183.3
Haunch (Min)V      16.3    14.6    15.0    13.4    10.1     6.7     3.4     0.0
Diaphragm : M       0.0     0.4     0.3     0.6     1.3     2.1     2.8     3.5
(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     1.0     1.5     2.0     2.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    18.4    14.7    30.1    57.9    77.8    89.7    93.7
DC(Max)     V       8.3     7.5     7.6     6.9     5.1     3.4     1.7     0.0
DL-Comp   : M       0.0    13.3    10.6    21.7    41.7    56.0    64.6    67.4
DC(Min)     V       6.0     5.4     5.5     4.9     3.7     2.5     1.2     0.0
DL-Comp   : M       0.0    12.2     9.7    19.9    38.3    51.5    59.4    62.0
DW(Max)     V       5.5     4.9     5.1     4.5     3.4     2.3     1.1     0.0
DL-Comp   : M       0.0     5.3     4.2     8.6    16.6    22.3    25.7    26.9
DW(Min)     V       2.4     2.1     2.2     2.0     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   283.5   227.2   458.7   851.8  1095.7  1230.4  1245.1
            V     162.6   150.9   153.4   142.7    43.5    20.9    71.8    49.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   162.6   150.9   153.4   142.7   118.8    97.7    77.5    61.0
            M      -0.0   287.0   230.9   458.7   814.7  1030.6  1103.8  1095.3
Total     : M+      0.0   412.4   330.3   669.5  1257.4  1640.7  1859.3  1902.4
            V     220.9   203.2   206.9   190.7    79.5    45.0    83.9    49.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   220.9   203.2   206.9   190.7   154.8   121.7    89.6    61.2
            M      -0.0   416.0   333.9   669.5  1220.4  1575.6  1732.7  1752.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   43.16   42.67   45.00
Self wt.  : M     199.4   172.9   128.7    66.9    32.7    40.9     0.0
(Max)       V       3.8     7.6    11.4    15.2    17.0    16.6    18.5
Self wt.  : M     143.5   124.5    92.7    48.2    23.6    29.5     0.0
(Min)       V       2.7     5.5     8.2    11.0    12.2    11.9    13.3
DL-Prec.  : M      33.8    29.3    21.8    11.4     5.5     6.9     0.0
DC(Max)     V       0.6     1.3     1.9     2.6     2.9     2.8     3.1
DL-Prec.  : M      24.3    21.1    15.7     8.2     4.0     5.0     0.0
DC(Min)     V       0.5     0.9     1.4     1.9     2.1     2.0     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     243.9   211.5   157.5    81.9    40.0    50.1     0.0
Haunch (Max)V       4.7     9.3    14.0    18.6    20.8    20.3    22.6
Deck +    : M     175.6   152.2   113.4    58.9    28.8    36.1     0.0
Haunch (Min)V       3.4     6.7    10.1    13.4    15.0    14.6    16.3
Diaphragm : M       2.8     2.1     1.3     0.6     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.0     1.5     1.0     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      89.7    77.8    57.9    30.1    14.7    18.4     0.0
DC(Max)     V       1.7     3.4     5.1     6.9     7.6     7.5     8.3
DL-Comp   : M      64.6    56.0    41.7    21.7    10.6    13.3     0.0
DC(Min)     V       1.2     2.5     3.7     4.9     5.5     5.4     6.0
DL-Comp   : M      59.4    51.5    38.3    19.9     9.7    12.2     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.1     4.9     5.5
DL-Comp   : M      25.7    22.3    16.6     8.6     4.2     5.3     0.0
DW(Min)     V       0.5     1.0     1.5     2.0     2.2     2.1     2.4
LL + I    : M+   1230.4  1095.7   851.8   458.7   227.2   283.5     0.0
            V      71.8    20.9    43.5   142.7   153.4   150.9   162.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    77.5    97.7   118.8   142.7   153.4   150.9   162.6
            M    1103.8  1030.6   814.7   458.7   230.9   287.0    -0.0
Total     : M+   1859.3  1640.7  1257.4   669.5   330.3   412.4     0.0
            V      83.9    45.0    79.5   190.7   206.9   203.2   220.9
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    89.6   121.7   154.8   190.7   206.9   203.2   220.9
            M    1732.7  1575.6  1220.4   669.5   333.9   416.0    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               18.5             18.5
Deck+Haunch            22.6             22.6
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.1              3.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           41.6             41.6
DL-Comp.(DW)           27.6             27.6
Live                  125.1            125.1
        Truck          99.9             99.9
        Lane           25.2             25.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, 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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    32.8    26.2    53.6   103.0   138.3   159.5   166.6
(Max)       V      14.8    13.3    13.6    12.2     9.1     6.1     3.0     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     5.6     4.4     9.1    17.5    23.5    27.0    28.2
DC(Max)     V       2.5     2.3     2.3     2.1     1.6     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    40.1    32.0    65.5   126.0   169.2   195.1   203.7
Haunch (Max)V      18.1    16.2    16.6    14.9    11.2     7.5     3.7     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.2     0.5     1.1     1.7     2.2     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    14.7    11.8    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.1     5.5     4.1     2.7     1.4     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     8.1     6.5    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.4     3.0     2.3     1.5     0.8     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   144.7   116.4   231.6   413.6   543.6   618.8   634.4
            V      88.7    80.7    82.4    75.1    61.9    52.8    44.5    36.3
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    88.7    80.7    82.4    75.1    61.9    52.8    44.5    36.3
            M       0.0   144.7   116.4   231.6   413.6   543.6   618.8   634.4
Total     : M+      0.0   246.3   197.5   397.6   733.0   972.7  1114.0  1152.0
            V     134.6   121.9   124.5   112.9    90.2    71.8    54.1    36.4
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   134.6   121.9   124.5   112.9    90.2    71.8    54.1    36.4
            M       0.0   246.3   197.5   397.6   733.0   972.7  1114.0  1152.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   43.16   42.67   45.00
Self wt.  : M     159.5   138.3   103.0    53.6    26.2    32.8     0.0
(Max)       V       3.0     6.1     9.1    12.2    13.6    13.3    14.8
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      27.0    23.5    17.5     9.1     4.4     5.6     0.0
DC(Max)     V       0.5     1.0     1.6     2.1     2.3     2.3     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     195.1   169.2   126.0    65.5    32.0    40.1     0.0
Haunch (Max)V       3.7     7.5    11.2    14.9    16.6    16.2    18.1
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       2.2     1.7     1.1     0.5     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      71.7    62.2    46.3    24.1    11.8    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.1     6.0     6.7
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      39.6    34.3    25.6    13.3     6.5     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.4     3.3     3.7
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+    618.8   543.6   413.6   231.6   116.4   144.7     0.0
            V      44.5    52.8    61.9    75.1    82.4    80.7    88.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    44.5    52.8    61.9    75.1    82.4    80.7    88.7
            M     618.8   543.6   413.6   231.6   116.4   144.7     0.0
Total     : M+   1114.0   972.7   733.0   397.6   197.5   246.3     0.0
            V      54.1    71.8    90.2   112.9   124.5   121.9   134.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    54.1    71.8    90.2   112.9   124.5   121.9   134.6
            M    1114.0   972.7   733.0   397.6   197.5   246.3     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    4.63    9.27   13.90   18.53   23.17
 
Beam-Self
Precast-top    0.096   0.142   0.253   0.332   0.380   0.396 
Bottom        -0.084  -0.125  -0.223  -0.292  -0.334  -0.348 
 
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   -0.401  -0.354  -0.244  -0.164  -0.117  -0.101 
Bottom         1.837   1.796   1.699   1.629   1.588   1.574 


 
 
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    3.97    8.60   13.23   17.87   22.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.013   0.010   0.021   0.041   0.055   0.064   0.067 
Precast-top   -0.103  -0.262  -0.229  -0.146   0.130   0.328   0.447   0.487 
Bottom         0.396   1.537   1.303   1.421   1.146   0.949   0.830   0.790 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.63    9.27   13.90   18.53   23.17
 
Beam-Self
Precast-top    0.096   0.142   0.253   0.332   0.380   0.396 
Bottom        -0.084  -0.125  -0.223  -0.292  -0.334  -0.348 
 
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   -0.401  -0.354  -0.244  -0.164  -0.117  -0.101 
Bottom         1.837   1.796   1.699   1.629   1.588   1.574 
 
As_top  , in2  1.354   1.127   0.621   0.000   0.000   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    3.97    8.60   13.23   17.87   22.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    3.97    8.60   13.23   17.87   22.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.090   0.072   0.143   0.258   0.339   0.387   0.397 
Precast-top   -0.051  -0.091  -0.082  -0.008   0.180   0.315   0.396   0.421 
Bottom         0.198   0.595   0.511   0.433   0.078  -0.176  -0.325  -0.364 
 

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
    220.9    6.5   40.9    0.382   0.0   6.00e-3 50.0    229.1     1.340    1.760      0.00
      0.0    0.3   40.8     42.0 0.185      16.3 0.87    12.00     0.092    1.293 
Transfer:   3.00
    203.2    6.5   40.9    1.720   0.0   1.66e-3 34.8    186.2     0.643    1.760      0.00
    416.0    1.4   40.2    189.0 0.173      39.6 2.14    12.00     0.092    1.448 
Critical:   4.02
    195.3    6.5   40.9    1.822   0.0   0.89e-3 32.1    163.9     0.512    1.760      0.00
    573.8    1.5   40.2    189.0 0.166      53.1 2.88    12.00     0.092    1.504 
0.1L    :   4.63
    190.7    6.5   40.9    1.883   0.0   0.65e-3 31.3    152.5     0.461    1.625      0.00
    669.5    1.5   40.2    189.0 0.162      59.5 3.22    12.00     0.092    1.540 
0.2L    :   9.27
    154.8    6.5   40.9    2.343   0.0   1.17e-3 33.1    125.1     0.408    0.620      0.00
   1220.4    1.9   40.0    189.0 0.132      46.9 2.55    12.00     0.092    1.378 
0.3L    :  13.90
    121.7    6.5   40.9    2.604   0.0   1.40e-3 33.9     92.4     0.311    0.413      0.00
   1575.6    2.1   39.9    189.0 0.104      42.9 2.34    24.00     0.092    1.224 
0.4L    :  18.53
     89.6    6.5   40.9    2.604   0.0   1.60e-3 34.6     59.6     0.206    0.413      0.00
   1732.7    2.1   39.9    189.0 0.077      39.9 2.18    24.00     0.092    1.601 
0.5L    :  23.17
     61.2    6.5   40.9    2.604   0.0   1.30e-3 33.6     23.5     0.092    0.413      0.00
   1752.6    2.1   39.9    189.0 0.052      44.5 2.43    24.00     0.092    2.482 
0.6L    :  27.80
     89.6    6.5   40.9    2.604   0.0   1.60e-3 34.6     59.6     0.206    0.413      0.00
   1732.7    2.1   39.9    189.0 0.077      39.9 2.18    24.00     0.092    1.601 
0.7L    :  32.43
    121.7    6.5   40.9    2.604   0.0   1.40e-3 33.9     92.4     0.311    0.413      0.00
   1575.6    2.1   39.9    189.0 0.104      42.9 2.34    24.00     0.092    1.224 
0.8L    :  37.07
    154.8    6.5   40.9    2.343   0.0   1.17e-3 33.1    125.1     0.408    0.620      0.00
   1220.4    1.9   40.0    189.0 0.132      46.9 2.55    12.00     0.092    1.378 
0.9L    :  41.70
    190.7    6.5   40.9    1.883   0.0   0.65e-3 31.3    152.5     0.461    1.625      0.00
    669.5    1.5   40.2    189.0 0.162      59.5 3.22    12.00     0.092    1.540 
Critical:  42.32
    195.3    6.5   40.9    1.822   0.0   0.89e-3 32.1    163.9     0.512    1.760      0.00
    573.8    1.5   40.2    189.0 0.166      53.1 2.88    12.00     0.092    1.504 
Transfer:  43.33
    203.2    6.5   40.9    1.720   0.0   1.66e-3 34.8    186.2     0.643    1.760      0.00
    416.0    1.4   40.2    189.0 0.173      39.6 2.14    12.00     0.092    1.448 
Bearing :  45.67
    220.9    6.5   40.9    0.382   0.0   6.00e-3 50.0    229.1     1.340    1.760      0.00
      0.0    0.3   40.8     42.0 0.185      16.3 0.87    12.00     0.092    1.293 
 

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
    220.9      6.02     40.92    0.31       40.76    24.00      0.300      1.257      0.000      1.760 
Transfer:      2.33
    203.2      5.61     40.92    1.39       40.22    24.00      0.300      1.121      0.000      1.760 
Critical:      3.35
    195.4      5.40     40.92    1.47       40.18    24.00      0.300      1.051      0.000      1.760 
0.1L    :      3.97
    190.7      5.28     40.92    1.51       40.16    24.00      0.300      1.009      0.000      1.625 
0.2L    :      8.60
    154.8      4.30     40.92    1.88       39.98    24.00      0.300      0.685      0.000      0.620 
0.3L    :     13.23
    121.7      3.39     40.92    2.09       39.87    24.00      0.300      0.381      0.000      0.413 
0.4L    :     17.87
     89.6      2.50     40.92    2.09       39.87    24.00      0.300      0.082      0.000      0.413 
0.5L    :     22.50
     61.2      1.71     40.92    2.09       39.87    24.00      0.300      0.000      0.000      0.413 
0.6L    :     27.13
     89.6      2.50     40.92    2.09       39.87    24.00      0.300      0.082      0.000      0.413 
0.7L    :     31.77
    121.7      3.39     40.92    2.09       39.87    24.00      0.300      0.381      0.000      0.413 
0.8L    :     36.40
    154.8      4.30     40.92    1.88       39.98    24.00      0.300      0.685      0.000      0.620 
0.9L    :     41.03
    190.7      5.28     40.92    1.51       40.16    24.00      0.300      1.009      0.000      1.625 
Critical:     41.65
    195.4      5.40     40.92    1.47       40.18    24.00      0.300      1.051      0.000      1.760 
Transfer:     42.67
    203.2      5.61     40.92    1.39       40.22    24.00      0.300      1.121      0.000      1.760 
Bearing :     45.00
    220.9      6.02     40.92    0.31       40.76    24.00      0.300      1.257      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 = 3.97 ft
Prestress      :       0.207  1.80      0.373  2.20      0.456
Self Wt.       :      -0.047  1.85     -0.087  2.40     -0.113
Deck + Haunch  :                       -0.044  2.30     -0.101
DL-Prec. (DC)  :                       -0.006  3.00     -0.018
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.017
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 8.60 ft
Prestress      :       0.371  1.80      0.668  2.20      0.817
Self Wt.       :      -0.089  1.85     -0.165  2.40     -0.214
Deck + Haunch  :                       -0.090  2.30     -0.207
DL-Prec. (DC)  :                       -0.012  3.00     -0.037
Diaphragm      :                       -0.001  3.00     -0.003
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 0.3 x L = 13.23 ft
Prestress      :       0.488  1.80      0.879  2.20      1.074
Self Wt.       :      -0.122  1.85     -0.226  2.40     -0.293
Deck + Haunch  :                       -0.126  2.30     -0.291
DL-Prec. (DC)  :                       -0.018  3.00     -0.053
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.016  3.00     -0.049
DL-Comp. (DW)  :                       -0.009  3.00     -0.027
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 17.87 ft
Prestress      :       0.559  1.80      1.005  2.20      1.229
Self Wt.       :      -0.143  1.85     -0.264  2.40     -0.343
Deck + Haunch  :                       -0.150  2.30     -0.344
DL-Prec. (DC)  :                       -0.021  3.00     -0.062
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.019  3.00     -0.058
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 22.50 ft
Prestress      :       0.582  1.80      1.048  2.20      1.280
Self Wt.       :      -0.150  1.85     -0.277  2.40     -0.360
Deck + Haunch  :                       -0.158  2.30     -0.362
DL-Prec. (DC)  :                       -0.022  3.00     -0.066
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.061
DL-Comp. (DW)  :                       -0.011  3.00     -0.034
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 27.13 ft
Prestress      :       0.559  1.80      1.005  2.20      1.229
Self Wt.       :      -0.143  1.85     -0.264  2.40     -0.343
Deck + Haunch  :                       -0.150  2.30     -0.344
DL-Prec. (DC)  :                       -0.021  3.00     -0.062
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.019  3.00     -0.058
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 31.77 ft
Prestress      :       0.488  1.80      0.879  2.20      1.074
Self Wt.       :      -0.122  1.85     -0.226  2.40     -0.293
Deck + Haunch  :                       -0.126  2.30     -0.291
DL-Prec. (DC)  :                       -0.018  3.00     -0.053
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.016  3.00     -0.049
DL-Comp. (DW)  :                       -0.009  3.00     -0.027
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 36.40 ft
Prestress      :       0.371  1.80      0.668  2.20      0.817
Self Wt.       :      -0.089  1.85     -0.165  2.40     -0.214
Deck + Haunch  :                       -0.090  2.30     -0.207
DL-Prec. (DC)  :                       -0.012  3.00     -0.037
Diaphragm      :                       -0.001  3.00     -0.003
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 0.9 x L = 41.03 ft
Prestress      :       0.207  1.80      0.373  2.20      0.456
Self Wt.       :      -0.047  1.85     -0.087  2.40     -0.113
Deck + Haunch  :                       -0.044  2.30     -0.101
DL-Prec. (DC)  :                       -0.006  3.00     -0.018
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.017
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
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
   412.4    40.9  1.720  267.0    1.6   1.39   1539.5  0.075T 1.00       -       -     -     -  
H/2     :   1.84
   330.3    40.9  1.439  267.5    1.4   1.16   1294.2  0.090T 1.00       -       -     -     -  
0.1L    :   3.97
   669.5    40.9  1.883  266.7    1.8   1.51   1680.4  0.068T 1.00       -       -     -     -  
0.2L    :   8.60
  1257.4    40.9  2.343  265.9    2.2   1.88   2075.9  0.054T 1.00       -       -     -     -  
0.3L    :  13.23
  1640.7    40.9  2.604  265.5    2.5   2.09   2297.0  0.049T 1.00    503.0   503.0    4.57    -  
0.4L    :  17.87
  1859.3    40.9  2.604  265.5    2.5   2.09   2297.0  0.049T 1.00    469.8   469.8    4.89    -  
0.5L    :  22.50
  1902.4    40.9  2.604  265.5    2.5   2.09   2297.0  0.049T 1.00    458.5   458.5    5.01    -  
0.6L    :  27.13
  1859.3    40.9  2.604  265.5    2.5   2.09   2297.0  0.049T 1.00    469.8   469.8    4.89    -  
0.7L    :  31.77
  1640.7    40.9  2.604  265.5    2.5   2.09   2297.0  0.049T 1.00    503.0   503.0    4.57    -  
0.8L    :  36.40
  1257.4    40.9  2.343  265.9    2.2   1.88   2075.9  0.054T 1.00       -       -     -     -  
0.9L    :  41.03
   669.5    40.9  1.883  266.7    1.8   1.51   1680.4  0.068T 1.00       -       -     -     -  
H/2     :  43.16
   330.3    40.9  1.439  267.5    1.4   1.16   1294.2  0.090T 1.00       -       -     -     -  
Transfer:  42.67
   412.4    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    -0.008
        M   2.00 Fb     0.255
 
  2   2 E   6.00 Ft    -0.048
        M   6.00 Fb     0.538
 
  3   2 E   6.00 Ft    -0.089
        M   6.00 Fb     0.821
 
  4   2 E   2.00 Ft    -0.193
        M   2.00 Fb     1.159
 
  5   2 E   2.00 Ft    -0.297
        M   2.00 Fb     1.498
 
  6   2 E   2.00 Ft    -0.401
        M   2.00 Fb     1.837
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 46.33            Release Length, ft: 46.33
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:  4.45 %               Final losses: 11.52 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.837     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.401       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     1902.40     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   0.067     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.487     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.537    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   0.421     Midspan
    Pre.Bot:                                                             2.000   0.595    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  22.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.582  1.80      1.048  2.20      1.280
Self Wt.       :      -0.150  1.85     -0.277  2.40     -0.360
Deck + Haunch  :                       -0.158  2.30     -0.362
DL-Prec. (DC)  :                       -0.022  3.00     -0.066
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.061
DL-Comp. (DW)  :                       -0.011  3.00     -0.034
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

