 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTC55 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 55 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) Straight Strands only.
                     (9) The beam lifting and supporting points are both assumed are 2 feet and 2.75 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_bab5.tmp\BTC55\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 =   2405983.50
 
SPAN DATA
---------
Precast length    , ft =     56.330
Bearing-to-bearing, ft =     55.000
Release span      , ft =     56.330
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTC    3.500    691.8   178971.0  45.00  20.74  34.00   8.125
 2               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 3               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 4               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 5               IA-BTC    9.250    691.8   178971.0  45.00  20.74  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   55.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   55.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   55.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   55.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   55.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   55.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   55.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   55.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   55.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   55.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   55.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   27.500
   1    2        0.500   27.500
   1    3        0.500   27.500
   1    4        0.500   27.500
   1    5        0.250   27.500
 
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   55.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   55.00   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    0.078     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:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.71 in):
 
  8 @  2.000 in 6 @  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    4.50  0.1250  2.0000 No        
       2 US#6[M19]  60.0  0.88    6.00  2.0000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  7.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.4167 11.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 11.4167 17.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 17.6670 38.6660 Yes       
       2 US#5[M16]  60.0  0.62   15.00 38.6660 44.9163 Yes       
       2 US#5[M16]  60.0  0.62   12.00 44.9163 48.9163 Yes       
       2 US#5[M16]  60.0  0.62    9.00 48.9163 51.1663 Yes       
       2 US#6[M19]  60.0  0.88    8.00 51.1663 51.8330 Yes       
       2 US#6[M19]  60.0  0.88    6.00 51.8330 54.3330 Yes       
       2 US#6[M19]  60.0  0.88    4.50 54.3330 56.2080 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 56.3300       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:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.71 in):
 
  8 @  2.000 in 6 @  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    4.50  0.1250  2.0000 No        
       2 US#6[M19]  60.0  0.88    6.00  2.0000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  7.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.4167 11.4167 Yes       
       2 US#5[M16]  60.0  0.62  15.00* 11.4167 17.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 17.6670 38.6660 Yes       
       2 US#5[M16]  60.0  0.62  15.00* 38.6660 44.9163 Yes       
       2 US#5[M16]  60.0  0.62   12.00 44.9163 48.9163 Yes       
       2 US#5[M16]  60.0  0.62    9.00 48.9163 51.1663 Yes       
       2 US#6[M19]  60.0  0.88    8.00 51.1663 51.8330 Yes       
       2 US#6[M19]  60.0  0.88    6.00 51.8330 54.3330 Yes       
       2 US#6[M19]  60.0  0.88    4.50 54.3330 56.2080 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 56.3300       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:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.71 in):
 
  8 @  2.000 in 6 @  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    4.50  0.1250  2.0000 No        
       2 US#6[M19]  60.0  0.88    6.00  2.0000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  7.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.4167 11.4167 Yes       
       2 US#5[M16]  60.0  0.62  15.00* 11.4167 17.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 17.6670 38.6660 Yes       
       2 US#5[M16]  60.0  0.62  15.00* 38.6660 44.9163 Yes       
       2 US#5[M16]  60.0  0.62   12.00 44.9163 48.9163 Yes       
       2 US#5[M16]  60.0  0.62    9.00 48.9163 51.1663 Yes       
       2 US#6[M19]  60.0  0.88    8.00 51.1663 51.8330 Yes       
       2 US#6[M19]  60.0  0.88    6.00 51.8330 54.3330 Yes       
       2 US#6[M19]  60.0  0.88    4.50 54.3330 56.2080 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 56.3300       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:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.71 in):
 
  8 @  2.000 in 6 @  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    4.50  0.1250  2.0000 No        
       2 US#6[M19]  60.0  0.88    6.00  2.0000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  7.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.4167 11.4167 Yes       
       2 US#5[M16]  60.0  0.62  15.00* 11.4167 17.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 17.6670 38.6660 Yes       
       2 US#5[M16]  60.0  0.62  15.00* 38.6660 44.9163 Yes       
       2 US#5[M16]  60.0  0.62   12.00 44.9163 48.9163 Yes       
       2 US#5[M16]  60.0  0.62    9.00 48.9163 51.1663 Yes       
       2 US#6[M19]  60.0  0.88    8.00 51.1663 51.8330 Yes       
       2 US#6[M19]  60.0  0.88    6.00 51.8330 54.3330 Yes       
       2 US#6[M19]  60.0  0.88    4.50 54.3330 56.2080 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 56.3300       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:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.71 in):
 
  8 @  2.000 in 6 @  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    4.50  0.1250  2.0000 No        
       2 US#6[M19]  60.0  0.88    6.00  2.0000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  7.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.4167 11.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 11.4167 17.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 17.6670 38.6660 Yes       
       2 US#5[M16]  60.0  0.62   15.00 38.6660 44.9163 Yes       
       2 US#5[M16]  60.0  0.62   12.00 44.9163 48.9163 Yes       
       2 US#5[M16]  60.0  0.62    9.00 48.9163 51.1663 Yes       
       2 US#6[M19]  60.0  0.88    8.00 51.1663 51.8330 Yes       
       2 US#6[M19]  60.0  0.88    6.00 51.8330 54.3330 Yes       
       2 US#6[M19]  60.0  0.88    4.50 54.3330 56.2080 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 56.3300       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-BTC                              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   55.00
     DC  Line       0.052      0.00       0.052   55.00
     DC  Line       0.076      0.00       0.076   55.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    27.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 56.330 ft
Release length = 56.330 ft
Design  length = 55.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.815   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.915   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.008   (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                  =        691.8 in2           1409.6 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           469771 in4#
Ht. of c.g.           =        20.74 in             35.28 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1525.4 plf   
Mom. of Inertia (Iyy) =      36166.0 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     2.22     4.97    10.60    16.23    21.87    27.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    695.5    708.3    707.6    708.3    708.3    708.3    708.3    708.3
  Yb      ,  in    20.65    20.34    20.36    20.34    20.34    20.34    20.34    20.34
  MI(Ixx) , in4   180025   183638   183461   183638   183638   183638   183638   183638
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1413.1   1425.4   1424.8   1425.4   1425.4   1425.4   1425.4   1425.4
  Yb      ,  in    35.20    34.92    34.94    34.92    34.92    34.92    34.92    34.92
  MI(Ixx) , in4   473255   485351   484754   485351   485351   485351   485351   485351

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.71 in):
     8 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.926 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.907 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.128 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)       
-------------------------------------------------------------------------------------
       788.620         740 583.579     10.023 40592.895   587.334     356.565        
 
 
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       4.50       0.1250      2.0000     No
      2      US#6[M19]       60.00        0.88       6.00       2.0000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      7.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.4167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      11.4167     17.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      17.6670     38.6660    Yes
      2      US#5[M16]       60.00        0.62      15.00      38.6660     44.9163    Yes
      2      US#5[M16]       60.00        0.62      12.00      44.9163     48.9163    Yes
      2      US#5[M16]       60.00        0.62       9.00      48.9163     51.1663    Yes
      2      US#6[M19]       60.00        0.88       8.00      51.1663     51.8330    Yes
      2      US#6[M19]       60.00        0.88       6.00      51.8330     54.3330    Yes
      2      US#6[M19]       60.00        0.88       4.50      54.3330     56.2080     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 56.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  3.71 in
         P_init    =      595.5 kips  Ecc = 17.03 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.76 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.363 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.49 ksi    0.00 ksi
    due to Composite Loads                                 -0.83 ksi    0.00 ksi
    due to Live Loads                                      -3.70 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                         7.83 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.76 ksi  ( 4.47 %)            14.11 ksi ( 7.20 %)
Total Prestress Losses                                    22.87 ksi (11.67 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.22    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    44.3    42.2    89.6   169.6   226.8   261.1   272.5
(Max)       V      19.8    18.1    18.2    16.2    12.2     8.1     4.1     0.0
DL-Prec.  : M       0.0    10.0     9.6    20.3    38.4    51.3    59.1    61.7
DC(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    49.5    47.1   100.0   189.4   253.2   291.6   304.3
Haunch (Max)V      22.1    20.3    20.3    18.1    13.6     9.1     4.5     0.0
Diaphragm : M       0.0     0.3     0.3     0.6     1.3     2.0     2.7     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    18.2    17.3    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.5     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0     9.6    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   175.7   167.4   351.5   648.3   839.4   947.9   966.9
            V      97.9    92.2    92.5    85.9    29.7    16.4    42.6    13.5
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    97.9    92.2    92.5    85.9    72.2    59.9    47.9    36.4
            M      -0.0   178.7   170.4   351.5   618.8   786.0   847.3   809.7
Total     : M+      0.0   308.1   293.4   619.1  1155.1  1517.4  1728.8  1782.5
            V     157.1   146.4   146.9   134.4    66.1    40.8    54.8    13.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   157.1   146.4   146.9   134.4   108.6    84.2    60.1    36.5
            M      -0.0   311.1   296.5   619.1  1125.6  1463.9  1628.2  1625.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.78   52.67   55.00
Self wt.  : M     261.1   226.8   169.6    89.6    42.2    44.3     0.0
(Max)       V       4.1     8.1    12.2    16.2    18.2    18.1    19.8
DL-Prec.  : M      59.1    51.3    38.4    20.3     9.6    10.0     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
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     291.6   253.2   189.4   100.0    47.1    49.5     0.0
Haunch (Max)V       4.5     9.1    13.6    18.1    20.3    20.3    22.1
Diaphragm : M       2.7     2.0     1.3     0.6     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     107.2    93.1    69.7    36.8    17.3    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.5     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3     9.6    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
LL + I    : M+    947.9   839.4   648.3   351.5   167.4   175.7     0.0
            V      42.6    16.4    29.7    85.9    92.5    92.2    97.9
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    47.9    59.9    72.2    85.9    92.5    92.2    97.9
            M     847.3   786.0   618.8   351.5   170.4   178.7     0.0
Total     : M+   1728.8  1517.4  1155.1   619.1   293.4   308.1     0.0
            V      54.8    40.8    66.1   134.4   146.9   146.4   157.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    60.1    84.2   108.6   134.4   146.9   146.4   157.1
            M    1628.2  1463.9  1125.6   619.1   296.5   311.1     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               19.8             19.8
Deck+Haunch            22.1             22.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.5              4.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           40.7             40.7
DL-Comp.(DW)           22.5             22.5
Live                   77.4             77.4
        Truck          59.8             59.8
        Lane           17.6             17.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, 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    2.22    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    44.3    42.2    89.6   169.6   226.8   261.1   272.5
(Max)       V      19.8    18.1    18.2    16.2    12.2     8.1     4.1     0.0
DL-Prec.  : M       0.0    10.0     9.6    20.3    38.4    51.3    59.1    61.7
DC(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    49.5    47.1   100.0   189.4   253.2   291.6   304.3
Haunch (Max)V      22.1    20.3    20.3    18.1    13.6     9.1     4.5     0.0
Diaphragm : M       0.0     0.3     0.3     0.6     1.3     2.0     2.7     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    18.2    17.3    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.5     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0     9.6    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   140.6   133.9   281.2   518.6   671.6   758.3   773.5
            V      78.3    73.8    74.0    68.7    23.8    13.1    34.1    10.8
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    78.3    73.8    74.0    68.7    57.7    47.9    38.3    29.1
            M      -0.0   143.0   136.3   281.2   495.1   628.8   677.8   647.8
Total     : M+      0.0   272.9   260.0   548.8  1025.4  1349.5  1539.2  1589.1
            V     137.5   128.0   128.4   117.2    60.2    37.5    46.3    11.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   137.5   128.0   128.4   117.2    94.2    72.2    50.6    29.3
            M      -0.0   275.3   262.4   548.8  1001.9  1306.7  1458.7  1463.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.78   52.67   55.00
Self wt.  : M     261.1   226.8   169.6    89.6    42.2    44.3     0.0
(Max)       V       4.1     8.1    12.2    16.2    18.2    18.1    19.8
DL-Prec.  : M      59.1    51.3    38.4    20.3     9.6    10.0     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
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     291.6   253.2   189.4   100.0    47.1    49.5     0.0
Haunch (Max)V       4.5     9.1    13.6    18.1    20.3    20.3    22.1
Diaphragm : M       2.7     2.0     1.3     0.6     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     107.2    93.1    69.7    36.8    17.3    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.5     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3     9.6    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
LL + I    : M+    758.3   671.6   518.6   281.2   133.9   140.6     0.0
            V      34.1    13.1    23.8    68.7    74.0    73.8    78.3
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    38.3    47.9    57.7    68.7    74.0    73.8    78.3
            M     677.8   628.8   495.1   281.2   136.3   143.0     0.0
Total     : M+   1539.2  1349.5  1025.4   548.8   260.0   272.9     0.0
            V      46.3    37.5    60.2   117.2   128.4   128.0   137.5
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    50.6    72.2    94.2   117.2   128.4   128.0   137.5
            M    1458.7  1306.7  1001.9   548.8   262.4   275.3     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    2.22    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    55.4    52.7   111.9   212.0   283.4   326.3   340.6
(Max)       V      24.8    22.7    22.8    20.3    15.2    10.1     5.1     0.0
Self wt.  : M       0.0    39.9    38.0    80.6   152.6   204.1   234.9   245.2
(Min)       V      17.8    16.3    16.4    14.6    11.0     7.3     3.7     0.0
DL-Prec.  : M       0.0    12.5    11.9    25.3    48.0    64.2    73.9    77.1
DC(Max)     V       5.6     5.1     5.2     4.6     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     9.0     8.6    18.3    34.6    46.2    53.2    55.5
DC(Min)     V       4.0     3.7     3.7     3.3     2.5     1.7     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
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    61.9    58.9   125.0   236.8   316.6   364.4   380.4
Haunch (Max)V      27.7    25.3    25.4    22.7    17.0    11.3     5.7     0.0
Deck +    : M       0.0    44.5    42.4    90.0   170.5   227.9   262.4   273.9
Haunch (Min)V      19.9    18.2    18.3    16.3    12.2     8.2     4.1     0.0
Diaphragm : M       0.0     0.4     0.3     0.8     1.7     2.5     3.4     4.3
(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     0.6     1.2     1.8     2.5     3.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    22.7    21.7    46.0    87.1   116.4   134.0   139.9
DC(Max)     V      10.2     9.3     9.4     8.3     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    16.4    15.6    33.1    62.7    83.8    96.5   100.7
DC(Min)     V       7.3     6.7     6.7     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0    15.1    14.3    30.4    57.7    77.1    88.8    92.6
DW(Max)     V       6.7     6.2     6.2     5.5     4.1     2.8     1.4     0.0
DL-Comp   : M       0.0     6.5     6.2    13.2    25.0    33.4    38.5    40.1
DW(Min)     V       2.9     2.7     2.7     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   307.5   292.9   615.2  1134.5  1469.0  1658.8  1692.0
            V     171.3   161.4   161.9   150.3    52.0    28.8    74.6    23.7
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   171.3   161.4   161.9   150.3   126.3   104.8    83.8    63.7
            M      -0.0   312.8   298.2   615.2  1082.9  1375.5  1482.8  1417.0
Total     : M+      0.0   475.4   452.9   954.7  1777.6  2329.3  2649.7  2727.0
            V     246.4   230.2   231.0   211.9    98.2    59.6    90.1    23.9
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   246.4   230.2   231.0   211.9   172.5   135.6    99.4    63.9
            M      -0.0   480.7   458.2   954.7  1726.1  2235.8  2473.6  2452.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.78   52.67   55.00
Self wt.  : M     326.3   283.4   212.0   111.9    52.7    55.4     0.0
(Max)       V       5.1    10.1    15.2    20.3    22.8    22.7    24.8
Self wt.  : M     234.9   204.1   152.6    80.6    38.0    39.9     0.0
(Min)       V       3.7     7.3    11.0    14.6    16.4    16.3    17.8
DL-Prec.  : M      73.9    64.2    48.0    25.3    11.9    12.5     0.0
DC(Max)     V       1.1     2.3     3.4     4.6     5.2     5.1     5.6
DL-Prec.  : M      53.2    46.2    34.6    18.3     8.6     9.0     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     3.7     3.7     4.0
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     364.4   316.6   236.8   125.0    58.9    61.9     0.0
Haunch (Max)V       5.7    11.3    17.0    22.7    25.4    25.3    27.7
Deck +    : M     262.4   227.9   170.5    90.0    42.4    44.5     0.0
Haunch (Min)V       4.1     8.2    12.2    16.3    18.3    18.2    19.9
Diaphragm : M       3.4     2.5     1.7     0.8     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.5     1.8     1.2     0.6     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     134.0   116.4    87.1    46.0    21.7    22.7     0.0
DC(Max)     V       2.1     4.2     6.3     8.3     9.4     9.3    10.2
DL-Comp   : M      96.5    83.8    62.7    33.1    15.6    16.4     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     6.7     6.7     7.3
DL-Comp   : M      88.8    77.1    57.7    30.4    14.3    15.1     0.0
DW(Max)     V       1.4     2.8     4.1     5.5     6.2     6.2     6.7
DL-Comp   : M      38.5    33.4    25.0    13.2     6.2     6.5     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.7     2.7     2.9
LL + I    : M+   1658.8  1469.0  1134.5   615.2   292.9   307.5     0.0
            V      74.6    28.8    52.0   150.3   161.9   161.4   171.3
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    83.8   104.8   126.3   150.3   161.9   161.4   171.3
            M    1482.8  1375.5  1082.9   615.2   298.2   312.8     0.0
Total     : M+   2649.7  2329.3  1777.6   954.7   452.9   475.4     0.0
            V      90.1    59.6    98.2   211.9   231.0   230.2   246.4
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    99.4   135.6   172.5   211.9   231.0   230.2   246.4
            M    2473.6  2235.8  1726.1   954.7   458.2   480.7     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.8             24.8
Deck+Haunch            27.7             27.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.6              5.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           50.9             50.9
DL-Comp.(DW)           33.7             33.7
Live                  135.4            135.4
        Truck         104.6            104.6
        Lane           30.8             30.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, 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    2.22    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    44.3    42.2    89.6   169.6   226.8   261.1   272.5
(Max)       V      19.8    18.1    18.2    16.2    12.2     8.1     4.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    10.0     9.6    20.3    38.4    51.3    59.1    61.7
DC(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    49.5    47.1   100.0   189.4   253.2   291.6   304.3
Haunch (Max)V      22.1    20.3    20.3    18.1    13.6     9.1     4.5     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     0.3     0.6     1.3     2.0     2.7     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     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    18.2    17.3    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.5     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.0     9.6    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   166.6   158.8   327.5   576.0   737.5   799.5   795.4
            V      97.6    90.8    91.1    83.0    68.4    54.7    40.1    36.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    97.6    90.8    91.1    83.0    68.4    55.5    44.5    36.4
            M       0.0   166.6   158.8   327.5   576.0   714.8   773.3   795.4
Total     : M+      0.0   299.0   284.9   595.1  1082.8  1415.4  1580.4  1611.0
            V     156.8   145.0   145.6   131.6   104.9    79.0    52.3    36.6
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   156.8   145.0   145.6   131.6   104.9    79.8    56.8    36.6
            M       0.0   299.0   284.9   595.1  1082.8  1392.7  1554.1  1611.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.78   52.67   55.00
Self wt.  : M     261.1   226.8   169.6    89.6    42.2    44.3     0.0
(Max)       V       4.1     8.1    12.2    16.2    18.2    18.1    19.8
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      59.1    51.3    38.4    20.3     9.6    10.0     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
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     291.6   253.2   189.4   100.0    47.1    49.5     0.0
Haunch (Max)V       4.5     9.1    13.6    18.1    20.3    20.3    22.1
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       2.7     2.0     1.3     0.6     0.3     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     107.2    93.1    69.7    36.8    17.3    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.5     7.4     8.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      59.2    51.4    38.4    20.3     9.6    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
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+    799.5   737.5   576.0   327.5   158.8   166.6     0.0
            V      40.1    54.7    68.4    83.0    91.1    90.8    97.6
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    44.5    55.5    68.4    83.0    91.1    90.8    97.6
            M     773.3   714.8   576.0   327.5   158.8   166.6     0.0
Total     : M+   1580.4  1415.4  1082.8   595.1   284.9   299.0     0.0
            V      52.3    79.0   104.9   131.6   145.6   145.0   156.8
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    56.8    79.8   104.9   131.6   145.6   145.0   156.8
            M    1554.1  1392.7  1082.8   595.1   284.9   299.0     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.093   0.166   0.295   0.387   0.442   0.461   0.419 
Bottom        -0.077  -0.137  -0.243  -0.319  -0.365  -0.380  -0.346 
 
Prestress
Precast-top   -0.489  -0.489  -0.489  -0.489  -0.489  -0.489  -0.489 
Bottom         1.938   1.938   1.938   1.938   1.938   1.938   1.938 
 
Total
Precast-top   -0.396  -0.323  -0.194  -0.102  -0.047  -0.028  -0.070 
Bottom         1.861   1.801   1.695   1.619   1.573   1.558   1.592 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.78 %)
             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    2.22    4.97   10.60   16.23   21.87   27.50
 
Prestress
Precast-top   -0.100  -0.436  -0.420  -0.436  -0.436  -0.436  -0.436  -0.436
Bottom         0.398   1.729   1.665   1.729   1.729   1.729   1.729   1.729
 
Self wt.
Precast-top   -0.000   0.071   0.068   0.144   0.273   0.365   0.421   0.439
Bottom        -0.000  -0.059  -0.056  -0.119  -0.225  -0.301  -0.347  -0.362
 
DL-Prec (DC)
Precast-top   -0.000   0.016   0.015   0.033   0.062   0.083   0.095   0.099
Bottom        -0.000  -0.013  -0.013  -0.027  -0.051  -0.068  -0.079  -0.082
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.004   0.006
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.080   0.076   0.161   0.305   0.408   0.470   0.490
Bottom        -0.000  -0.066  -0.063  -0.133  -0.252  -0.337  -0.388  -0.405
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.007   0.015   0.029   0.039   0.045   0.047
Precast-top   -0.000   0.005   0.004   0.009   0.017   0.023   0.027   0.028
Bottom        -0.000  -0.016  -0.015  -0.032  -0.060  -0.080  -0.093  -0.097
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.004   0.009   0.016   0.022   0.025   0.026
Precast-top   -0.000   0.003   0.002   0.005   0.010   0.013   0.015   0.015
Bottom        -0.000  -0.009  -0.008  -0.018  -0.033  -0.044  -0.051  -0.053
 
LL+I(+)
Topping-top   -0.000   0.074   0.070   0.148   0.273   0.353   0.399   0.407
Precast-top   -0.000   0.044   0.042   0.088   0.161   0.209   0.236   0.241
Bottom        -0.000  -0.152  -0.145  -0.304  -0.560  -0.725  -0.819  -0.835
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.086   0.082   0.172   0.318   0.414   0.469   0.480 
Precast-top   -0.100  -0.218  -0.212   0.005   0.395   0.668   0.831   0.882 
Bottom         0.398   1.414   1.365   1.096   0.546   0.170  -0.050  -0.109 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.012   0.011   0.024   0.045   0.061   0.070   0.073 
Precast-top   -0.100  -0.261  -0.254  -0.083   0.233   0.459   0.595   0.641 
Bottom         0.398   1.566   1.510   1.400   1.106   0.895   0.768   0.726 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.093   0.166   0.295   0.387   0.442   0.461   0.419 
Bottom        -0.077  -0.137  -0.243  -0.319  -0.365  -0.380  -0.346 
 
Prestress
Precast-top   -0.489  -0.489  -0.489  -0.489  -0.489  -0.489  -0.489 
Bottom         1.938   1.938   1.938   1.938   1.938   1.938   1.938 
 
Total
Precast-top   -0.396  -0.323  -0.194  -0.102  -0.047  -0.028  -0.070 
Bottom         1.861   1.801   1.695   1.619   1.573   1.558   1.592 
 
As_top  , in2  1.514   1.134   0.506   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.78 %)
             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    2.22    4.97   10.60   16.23   21.87   27.50
 
Prestress
Precast-top   -0.100  -0.436  -0.420  -0.436  -0.436  -0.436  -0.436  -0.436
Bottom         0.398   1.729   1.665   1.729   1.729   1.729   1.729   1.729
 
Self wt.
Precast-top   -0.000   0.071   0.068   0.144   0.273   0.365   0.421   0.439
Bottom        -0.000  -0.059  -0.056  -0.119  -0.225  -0.301  -0.347  -0.362
 
DL-Prec (DC)
Precast-top   -0.000   0.016   0.015   0.033   0.062   0.083   0.095   0.099
Bottom        -0.000  -0.013  -0.013  -0.027  -0.051  -0.068  -0.079  -0.082
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.004   0.006
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.080   0.076   0.161   0.305   0.408   0.470   0.490
Bottom        -0.000  -0.066  -0.063  -0.133  -0.252  -0.337  -0.388  -0.405
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.007   0.015   0.029   0.039   0.045   0.047
Precast-top   -0.000   0.005   0.004   0.009   0.017   0.023   0.027   0.028
Bottom        -0.000  -0.016  -0.015  -0.032  -0.060  -0.080  -0.093  -0.097
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.004   0.009   0.016   0.022   0.025   0.026
Precast-top   -0.000   0.003   0.002   0.005   0.010   0.013   0.015   0.015
Bottom        -0.000  -0.009  -0.008  -0.018  -0.033  -0.044  -0.051  -0.053
 
LL+I(+)
Topping-top   -0.000   0.059   0.056   0.118   0.218   0.283   0.319   0.326
Precast-top   -0.000   0.035   0.033   0.070   0.129   0.167   0.189   0.193
Bottom        -0.000  -0.121  -0.116  -0.243  -0.448  -0.580  -0.655  -0.668
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.071   0.068   0.142   0.264   0.344   0.389   0.399 
Precast-top   -0.100  -0.226  -0.220  -0.013   0.362   0.627   0.784   0.834 
Bottom         0.398   1.445   1.394   1.157   0.658   0.315   0.114   0.058 
 

 
 
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    2.22    4.97   10.60   16.23   21.87   27.50
F_LL+I(+)
Topping-top   -0.000   0.070   0.067   0.138   0.242   0.310   0.337   0.335
Precast-top   -0.000   0.041   0.040   0.082   0.143   0.184   0.199   0.198
Bottom        -0.000  -0.144  -0.137  -0.283  -0.497  -0.637  -0.690  -0.687
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.076   0.073   0.150   0.265   0.341   0.372   0.371 
Precast-top   -0.050  -0.089  -0.087   0.040   0.260   0.413   0.497   0.519 
Bottom         0.199   0.639   0.617   0.417   0.055  -0.189  -0.306  -0.324 
 

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
    246.4    6.5   49.5    0.443   0.0   6.00e-3 50.0    254.0     1.226    2.347      0.00
      0.0    0.4   49.4     41.9 0.171      19.8 0.87    12.00     0.092    1.465 
Transfer:   3.00
    230.2    6.5   49.5    2.000   0.0   1.44e-3 34.1    204.1     0.566    1.760      0.00
    480.7    1.6   48.7    189.0 0.161      51.6 2.30    12.00     0.092    1.548 
Critical:   4.72
    218.2    6.5   49.5    2.201   0.0   0.32e-3 30.1    156.1     0.372    1.320      0.00
    791.3    1.8   48.6    189.0 0.153      86.3 3.86    12.00     0.092    1.631 
0.1L    :   5.63
    211.9    6.5   49.5    2.306   0.0   0.18e-3 29.6    140.8     0.329    0.827      0.00
    954.7    1.9   48.6    189.0 0.149      94.6 4.24    12.00     0.092    1.678 
0.2L    :  11.27
    172.5    6.5   49.5    2.961   0.0   0.49e-3 30.7    113.7     0.279    0.620      0.00
   1726.1    2.4   48.3    189.0 0.122      78.0 3.51    24.00     0.092    1.723 
0.3L    :  16.90
    135.6    6.5   49.5    3.038   0.0   1.35e-3 33.7     97.7     0.270    0.496      0.00
   2235.8    2.4   48.3    189.0 0.096      53.0 2.39    24.00     0.092    1.543 
0.4L    :  22.53
     99.4    6.5   49.5    3.038   0.0   1.61e-3 34.6     62.1     0.178    0.413      0.00
   2473.6    2.4   48.3    189.0 0.070      48.2 2.17    24.00     0.092    1.746 
0.5L    :  28.17
     63.9    6.5   49.5    3.038   0.0   1.14e-3 33.0     13.5     0.092    0.413      0.00
   2452.0    2.4   48.3    189.0 0.045      57.5 2.59    24.00     0.092    2.978 
0.6L    :  33.80
     99.4    6.5   49.5    3.038   0.0   1.61e-3 34.6     62.1     0.178    0.413      0.00
   2473.6    2.4   48.3    189.0 0.070      48.2 2.17    24.00     0.092    1.746 
0.7L    :  39.43
    135.6    6.5   49.5    3.038   0.0   1.35e-3 33.7     97.7     0.270    0.496      0.00
   2235.8    2.4   48.3    189.0 0.096      53.0 2.39    24.00     0.092    1.543 
0.8L    :  45.06
    172.5    6.5   49.5    2.961   0.0   0.49e-3 30.7    113.7     0.279    0.620      0.00
   1726.1    2.4   48.3    189.0 0.122      78.0 3.51    24.00     0.092    1.723 
0.9L    :  50.70
    211.9    6.5   49.5    2.306   0.0   0.18e-3 29.6    140.8     0.329    0.827      0.00
    954.7    1.9   48.6    189.0 0.149      94.6 4.24    12.00     0.092    1.678 
Critical:  51.61
    218.2    6.5   49.5    2.201   0.0   0.32e-3 30.1    156.1     0.372    1.320      0.00
    791.3    1.8   48.6    189.0 0.153      86.3 3.86    12.00     0.092    1.631 
Transfer:  53.33
    230.2    6.5   49.5    2.000   0.0   1.44e-3 34.1    204.1     0.566    1.760      0.00
    480.7    1.6   48.7    189.0 0.161      51.6 2.30    12.00     0.092    1.548 
Bearing :  55.67
    246.4    6.5   49.5    0.443   0.0   6.00e-3 50.0    254.0     1.226    2.347      0.00
      0.0    0.4   49.4     41.9 0.171      19.8 0.87    12.00     0.092    1.465 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.19
 
 
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
    246.4      5.55     49.54    0.36       49.36    24.00      0.300      1.099      0.000      0.000*
Transfer:      2.33
    230.2      5.25     49.54    1.61       48.73    24.00      0.300      0.999      0.000      1.760 
Critical:      4.05
    218.2      4.98     49.54    1.77       48.65    24.00      0.300      0.911      0.000      1.320 
0.1L    :      4.97
    211.9      4.84     49.54    1.86       48.61    24.00      0.300      0.864      0.000      0.827 
0.2L    :     10.60
    172.5      3.96     49.54    2.37       48.35    24.00      0.300      0.572      0.000      0.620 
0.3L    :     16.23
    135.6      3.12     49.54    2.43       48.32    24.00      0.300      0.290      0.000      0.496 
0.4L    :     21.87
     99.4      2.28     49.54    2.43       48.32    24.00      0.300      0.012      0.000      0.413 
0.5L    :     27.50
     63.9      1.47     49.54    2.43       48.32    24.00      0.300      0.000      0.000      0.413 
0.6L    :     33.13
     99.4      2.28     49.54    2.43       48.32    24.00      0.300      0.012      0.000      0.413 
0.7L    :     38.77
    135.6      3.12     49.54    2.43       48.32    24.00      0.300      0.290      0.000      0.496 
0.8L    :     44.40
    172.5      3.96     49.54    2.37       48.35    24.00      0.300      0.572      0.000      0.620 
0.9L    :     50.03
    211.9      4.84     49.54    1.86       48.61    24.00      0.300      0.864      0.000      0.827 
Critical:     50.95
    218.2      4.98     49.54    1.77       48.65    24.00      0.300      0.911      0.000      1.320 
Transfer:     52.67
    230.2      5.25     49.54    1.61       48.73    24.00      0.300      0.999      0.000      1.760 
Bearing :     55.00
    246.4      5.55     49.54    0.36       49.36    24.00      0.300      1.099      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.97 ft
Prestress      :       0.247  1.80      0.445  2.20      0.544
Self Wt.       :      -0.063  1.85     -0.116  2.40     -0.151
Deck + Haunch  :                       -0.056  2.30     -0.129
DL-Prec. (DC)  :                       -0.011  3.00     -0.034
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.023
DL-Comp. (DW)  :                       -0.004  3.00     -0.013
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 10.60 ft
Prestress      :       0.442  1.80      0.795  2.20      0.972
Self Wt.       :      -0.119  1.85     -0.220  2.40     -0.286
Deck + Haunch  :                       -0.113  2.30     -0.260
DL-Prec. (DC)  :                       -0.023  3.00     -0.069
Diaphragm      :                       -0.001  3.00     -0.003
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 0.3 x L = 16.23 ft
Prestress      :       0.581  1.80      1.045  2.20      1.278
Self Wt.       :      -0.163  1.85     -0.302  2.40     -0.391
Deck + Haunch  :                       -0.158  2.30     -0.363
DL-Prec. (DC)  :                       -0.032  3.00     -0.096
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.022  3.00     -0.066
DL-Comp. (DW)  :                       -0.012  3.00     -0.036
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 21.87 ft
Prestress      :       0.664  1.80      1.195  2.20      1.461
Self Wt.       :      -0.191  1.85     -0.353  2.40     -0.458
Deck + Haunch  :                       -0.187  2.30     -0.429
DL-Prec. (DC)  :                       -0.038  3.00     -0.114
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.026  3.00     -0.078
DL-Comp. (DW)  :                       -0.014  3.00     -0.043
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 27.50 ft
Prestress      :       0.692  1.80      1.245  2.20      1.522
Self Wt.       :      -0.200  1.85     -0.371  2.40     -0.481
Deck + Haunch  :                       -0.196  2.30     -0.452
DL-Prec. (DC)  :                       -0.040  3.00     -0.120
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.027  3.00     -0.082
DL-Comp. (DW)  :                       -0.015  3.00     -0.045
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 33.13 ft
Prestress      :       0.664  1.80      1.195  2.20      1.461
Self Wt.       :      -0.191  1.85     -0.353  2.40     -0.458
Deck + Haunch  :                       -0.187  2.30     -0.429
DL-Prec. (DC)  :                       -0.038  3.00     -0.114
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.026  3.00     -0.078
DL-Comp. (DW)  :                       -0.014  3.00     -0.043
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 38.77 ft
Prestress      :       0.581  1.80      1.045  2.20      1.278
Self Wt.       :      -0.163  1.85     -0.302  2.40     -0.391
Deck + Haunch  :                       -0.158  2.30     -0.363
DL-Prec. (DC)  :                       -0.032  3.00     -0.096
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.022  3.00     -0.066
DL-Comp. (DW)  :                       -0.012  3.00     -0.036
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 44.40 ft
Prestress      :       0.442  1.80      0.795  2.20      0.972
Self Wt.       :      -0.119  1.85     -0.220  2.40     -0.286
Deck + Haunch  :                       -0.113  2.30     -0.260
DL-Prec. (DC)  :                       -0.023  3.00     -0.069
Diaphragm      :                       -0.001  3.00     -0.003
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 0.9 x L = 50.03 ft
Prestress      :       0.247  1.80      0.445  2.20      0.544
Self Wt.       :      -0.063  1.85     -0.116  2.40     -0.151
Deck + Haunch  :                       -0.056  2.30     -0.129
DL-Prec. (DC)  :                       -0.011  3.00     -0.034
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.023
DL-Comp. (DW)  :                       -0.004  3.00     -0.013
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
   475.4    49.5  2.000  267.1    1.9   1.61   2169.5  0.078T 1.00       -       -     -     -  
H/2     :   2.22
   452.9    49.5  1.923  267.2    1.8   1.55   2087.6  0.081T 1.00       -       -     -     -  
0.1L    :   4.97
   954.7    49.5  2.306  266.7    2.2   1.86   2491.3  0.067T 1.00       -       -     -     -  
0.2L    :  10.60
  1777.6    49.5  2.961  265.7    2.8   2.37   3170.6  0.052T 1.00       -       -     -     -  
0.3L    :  16.23
  2329.3    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00   2909.1  2909.1    1.12    -  
0.4L    :  21.87
  2649.7    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00   2865.3  2865.3    1.13    -  
0.5L    :  27.50
  2727.0    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00   2850.5  2850.5    1.14    -  
0.6L    :  33.13
  2649.7    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00   2865.3  2865.3    1.13    -  
0.7L    :  38.77
  2329.3    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00   2909.1  2909.1    1.12    -  
0.8L    :  44.40
  1777.6    49.5  2.961  265.7    2.8   2.37   3170.6  0.052T 1.00   2981.7  2364.2    1.06    -  
0.9L    :  50.03
   954.7    49.5  2.306  266.7    2.2   1.86   2491.3  0.067T 1.00       -       -     -     -  
H/2     :  52.78
   452.9    49.5  1.923  267.2    1.8   1.55   2087.6  0.081T 1.00       -       -     -     -  
Transfer:  52.67
   475.4    49.5  2.000  267.1    1.9   1.61   2169.5  0.078T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.004
        M   2.00 Fb     0.216
 
  2   2 E   6.00 Ft    -0.040
        M   6.00 Fb     0.472
 
  3   2 E   6.00 Ft    -0.084
        M   6.00 Fb     0.727
 
  4   2 E   6.00 Ft    -0.128
        M   6.00 Fb     0.982
 
  5   2 E   2.00 Ft    -0.217
        M   2.00 Fb     1.275
 
  6   2 E   2.00 Ft    -0.306
        M   2.00 Fb     1.568
 
  7   2 E   2.00 Ft    -0.396
        M   2.00 Fb     1.861
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 56.33            Release Length, ft: 56.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.47 %               Final losses: 11.67 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.861     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.396       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)                  3249.35     2727.02     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   0.480     Midspan    1.800   0.073     Midspan
    Pre.Top:   3.000   0.882     Midspan    2.250   0.641     Midspan
    Pre.Bot:   3.000   1.414    Transfer    2.250   1.566    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.226    Transfer
    Pre.Bot:  -0.425   0.058     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.519     Midspan
    Pre.Bot:                                                             2.000   0.639    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  27.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.692  1.80      1.245  2.20      1.522
Self Wt.       :      -0.200  1.85     -0.371  2.40     -0.481
Deck + Haunch  :                       -0.196  2.30     -0.452
DL-Prec. (DC)  :                       -0.040  3.00     -0.120
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.027  3.00     -0.082
DL-Comp. (DW)  :                       -0.015  3.00     -0.045
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-BTC                              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   55.00
     DC  Line       0.087      0.00       0.087   55.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    27.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 56.330 ft
Release length = 56.330 ft
Design  length = 55.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.833   (Calculated)    
Live Moment (1  lane  loaded)  : 0.605   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.151   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.921   (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                  =        691.8 in2           1506.8 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           488335 in4#
Ht. of c.g.           =        20.74 in             36.18 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 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     2.22     4.97    10.60    16.23    21.87    27.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    695.5    708.3    707.6    708.3    708.3    708.3    708.3    708.3
  Yb      ,  in    20.65    20.34    20.36    20.34    20.34    20.34    20.34    20.34
  MI(Ixx) , in4   180025   183638   183461   183638   183638   183638   183638   183638
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1510.3   1522.6   1522.0   1522.6   1522.6   1522.6   1522.6   1522.6
  Yb      ,  in    36.11    35.85    35.86    35.85    35.85    35.85    35.85    35.85
  MI(Ixx) , in4   492023   504837   504204   504837   504837   504837   504837   504837

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.71 in):
     8 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.967 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.959 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.128 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)       
-------------------------------------------------------------------------------------
       788.620         740 583.579     10.023 40592.895   587.334     356.565        
 
 
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       4.50       0.1250      2.0000     No
      2      US#6[M19]       60.00        0.88       6.00       2.0000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      7.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.4167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00*     11.4167     17.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      17.6670     38.6660    Yes
      2      US#5[M16]       60.00        0.62      15.00*     38.6660     44.9163    Yes
      2      US#5[M16]       60.00        0.62      12.00      44.9163     48.9163    Yes
      2      US#5[M16]       60.00        0.62       9.00      48.9163     51.1663    Yes
      2      US#6[M19]       60.00        0.88       8.00      51.1663     51.8330    Yes
      2      US#6[M19]       60.00        0.88       6.00      51.8330     54.3330    Yes
      2      US#6[M19]       60.00        0.88       4.50      54.3330     56.2080     No
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 56.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  3.71 in
         P_init    =      595.5 kips  Ecc = 17.03 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.76 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.363 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.69 ksi    0.00 ksi
    due to Composite Loads                                 -0.82 ksi    0.00 ksi
    due to Live Loads                                      -3.75 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                         7.83 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.76 ksi  ( 4.47 %)            13.88 ksi ( 7.08 %)
Total Prestress Losses                                    22.64 ksi (11.55 %)
 
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 : 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    2.22    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    44.3    42.2    89.6   169.6   226.8   261.1   272.5
(Max)       V      19.8    18.1    18.2    16.2    12.2     8.1     4.1     0.0
DL-Prec.  : M       0.0     7.5     7.1    15.1    28.6    38.3    44.1    46.0
DC(Max)     V       3.3     3.1     3.1     2.7     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.2    53.5   113.6   215.1   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    23.1    20.6    15.4    10.3     5.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    18.2    17.3    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.5     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0     9.6    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   179.5   171.0   359.2   662.4   857.7   968.6   987.9
            V     111.8   105.3   105.7    98.1    33.9    18.8    48.7    15.5
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   111.8   105.3   105.7    98.1    82.4    68.4    54.7    41.6
            M      -0.0   182.6   174.1   359.2   632.3   803.1   865.8   827.4
Total     : M+      0.0   316.3   301.3   635.8  1186.4  1558.9  1776.6  1832.5
            V     172.9   161.3   161.9   148.3    71.6    44.0    61.4    15.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   172.9   161.3   161.9   148.3   120.1    93.6    67.4    41.8
            M      -0.0   319.4   304.4   635.8  1156.3  1504.3  1673.8  1672.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.78   52.67   55.00
Self wt.  : M     261.1   226.8   169.6    89.6    42.2    44.3     0.0
(Max)       V       4.1     8.1    12.2    16.2    18.2    18.1    19.8
DL-Prec.  : M      44.1    38.3    28.6    15.1     7.1     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.7     3.1     3.1     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.1   113.6    53.5    56.2     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    23.1    23.0    25.1
Diaphragm : M       5.5     4.1     2.7     1.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     107.2    93.1    69.7    36.8    17.3    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.5     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3     9.6    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
LL + I    : M+    968.6   857.7   662.4   359.2   171.0   179.5     0.0
            V      48.7    18.8    33.9    98.1   105.7   105.3   111.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    54.7    68.4    82.4    98.1   105.7   105.3   111.8
            M     865.8   803.1   632.3   359.2   174.1   182.6     0.0
Total     : M+   1776.6  1558.9  1186.4   635.8   301.3   316.3     0.0
            V      61.4    44.0    71.6   148.3   161.9   161.3   172.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    67.4    93.6   120.1   148.3   161.9   161.3   172.9
            M    1673.8  1504.3  1156.3   635.8   304.4   319.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               19.8             19.8
Deck+Haunch            25.1             25.1
Diaphragm               0.2              0.3
DL-Prec.(DC)            3.3              3.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           40.7             40.7
DL-Comp.(DW)           22.5             22.5
Live                   77.4             77.4
        Truck          59.8             59.8
        Lane           17.6             17.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, 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    2.22    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    44.3    42.2    89.6   169.6   226.8   261.1   272.5
(Max)       V      19.8    18.1    18.2    16.2    12.2     8.1     4.1     0.0
DL-Prec.  : M       0.0     7.5     7.1    15.1    28.6    38.3    44.1    46.0
DC(Max)     V       3.3     3.1     3.1     2.7     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.2    53.5   113.6   215.1   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    23.1    20.6    15.4    10.3     5.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    18.2    17.3    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.5     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0     9.6    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   143.6   136.8   287.3   529.9   686.2   774.8   790.4
            V      89.4    84.3    84.5    78.5    27.1    15.0    38.9    12.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    89.4    84.3    84.5    78.5    65.9    54.7    43.8    33.3
            M      -0.0   146.1   139.3   287.3   505.8   642.5   692.6   661.9
Total     : M+      0.0   280.4   267.1   563.9  1054.0  1387.4  1582.9  1635.0
            V     150.6   140.3   140.8   128.6    64.8    40.2    51.7    12.6
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   150.6   140.3   140.8   128.6   103.6    79.9    56.5    33.5
            M      -0.0   282.9   269.6   563.9  1029.9  1343.7  1500.7  1506.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.78   52.67   55.00
Self wt.  : M     261.1   226.8   169.6    89.6    42.2    44.3     0.0
(Max)       V       4.1     8.1    12.2    16.2    18.2    18.1    19.8
DL-Prec.  : M      44.1    38.3    28.6    15.1     7.1     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.7     3.1     3.1     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.1   113.6    53.5    56.2     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    23.1    23.0    25.1
Diaphragm : M       5.5     4.1     2.7     1.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     107.2    93.1    69.7    36.8    17.3    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.5     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3     9.6    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
LL + I    : M+    774.8   686.2   529.9   287.3   136.8   143.6     0.0
            V      38.9    15.0    27.1    78.5    84.5    84.3    89.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.8    54.7    65.9    78.5    84.5    84.3    89.4
            M     692.6   642.5   505.8   287.3   139.3   146.1     0.0
Total     : M+   1582.9  1387.4  1054.0   563.9   267.1   280.4     0.0
            V      51.7    40.2    64.8   128.6   140.8   140.3   150.6
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    56.5    79.9   103.6   128.6   140.8   140.3   150.6
            M    1500.7  1343.7  1029.9   563.9   269.6   282.9     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    2.22    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    55.4    52.7   111.9   212.0   283.4   326.3   340.6
(Max)       V      24.8    22.7    22.8    20.3    15.2    10.1     5.1     0.0
Self wt.  : M       0.0    39.9    38.0    80.6   152.6   204.1   234.9   245.2
(Min)       V      17.8    16.3    16.4    14.6    11.0     7.3     3.7     0.0
DL-Prec.  : M       0.0     9.4     8.9    18.9    35.8    47.9    55.1    57.5
DC(Max)     V       4.2     3.8     3.8     3.4     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     6.7     6.4    13.6    25.8    34.5    39.7    41.4
DC(Min)     V       3.0     2.8     2.8     2.5     1.9     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    70.2    66.9   142.0   268.8   359.4   413.8   431.9
Haunch (Max)V      31.4    28.7    28.9    25.7    19.3    12.9     6.4     0.0
Deck +    : M       0.0    50.6    48.2   102.2   193.5   258.8   297.9   311.0
Haunch (Min)V      22.6    20.7    20.8    18.5    13.9     9.3     4.6     0.0
Diaphragm : M       0.0     0.7     0.7     1.6     3.3     5.1     6.8     8.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     1.1     2.4     3.7     4.9     6.2
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    22.7    21.7    46.0    87.1   116.4   134.0   139.9
DC(Max)     V      10.2     9.3     9.4     8.3     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    16.4    15.6    33.1    62.7    83.8    96.5   100.7
DC(Min)     V       7.3     6.7     6.7     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0    15.1    14.3    30.4    57.7    77.1    88.8    92.6
DW(Max)     V       6.7     6.2     6.2     5.5     4.1     2.8     1.4     0.0
DL-Comp   : M       0.0     6.5     6.2    13.2    25.0    33.4    38.5    40.1
DW(Min)     V       2.9     2.7     2.7     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   314.2   299.3   628.6  1159.2  1501.0  1695.0  1728.9
            V     195.6   184.3   184.9   171.7    59.4    32.8    85.2    27.1
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   195.6   184.3   184.9   171.7   144.3   119.7    95.8    72.8
            M      -0.0   319.6   304.7   628.6  1106.5  1405.5  1515.1  1447.9
Total     : M+      0.0   487.7   464.6   979.4  1823.9  2390.4  2719.8  2800.1
            V     273.2   255.4   256.3   235.3   107.2    64.8   101.3    27.4
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   273.2   255.4   256.3   235.3   192.1   151.6   111.9    73.1
            M      -0.0   493.1   469.9   979.4  1771.2  2294.8  2539.9  2519.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.78   52.67   55.00
Self wt.  : M     326.3   283.4   212.0   111.9    52.7    55.4     0.0
(Max)       V       5.1    10.1    15.2    20.3    22.8    22.7    24.8
Self wt.  : M     234.9   204.1   152.6    80.6    38.0    39.9     0.0
(Min)       V       3.7     7.3    11.0    14.6    16.4    16.3    17.8
DL-Prec.  : M      55.1    47.9    35.8    18.9     8.9     9.4     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     3.8     3.8     4.2
DL-Prec.  : M      39.7    34.5    25.8    13.6     6.4     6.7     0.0
DC(Min)     V       0.6     1.2     1.9     2.5     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     413.8   359.4   268.8   142.0    66.9    70.2     0.0
Haunch (Max)V       6.4    12.9    19.3    25.7    28.9    28.7    31.4
Deck +    : M     297.9   258.8   193.5   102.2    48.2    50.6     0.0
Haunch (Min)V       4.6     9.3    13.9    18.5    20.8    20.7    22.6
Diaphragm : M       6.8     5.1     3.3     1.6     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       4.9     3.7     2.4     1.1     0.5     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     134.0   116.4    87.1    46.0    21.7    22.7     0.0
DC(Max)     V       2.1     4.2     6.3     8.3     9.4     9.3    10.2
DL-Comp   : M      96.5    83.8    62.7    33.1    15.6    16.4     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     6.7     6.7     7.3
DL-Comp   : M      88.8    77.1    57.7    30.4    14.3    15.1     0.0
DW(Max)     V       1.4     2.8     4.1     5.5     6.2     6.2     6.7
DL-Comp   : M      38.5    33.4    25.0    13.2     6.2     6.5     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.7     2.7     2.9
LL + I    : M+   1695.0  1501.0  1159.2   628.6   299.3   314.2     0.0
            V      85.2    32.8    59.4   171.7   184.9   184.3   195.6
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    95.8   119.7   144.3   171.7   184.9   184.3   195.6
            M    1515.1  1405.5  1106.5   628.6   304.7   319.6     0.0
Total     : M+   2719.8  2390.4  1823.9   979.4   464.6   487.7     0.0
            V     101.3    64.8   107.2   235.3   256.3   255.4   273.2
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   111.9   151.6   192.1   235.3   256.3   255.4   273.2
            M    2539.9  2294.8  1771.2   979.4   469.9   493.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.8             24.8
Deck+Haunch            31.4             31.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.2              4.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           50.9             50.9
DL-Comp.(DW)           33.7             33.7
Live                  135.4            135.4
        Truck         104.6            104.6
        Lane           30.8             30.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, 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    2.22    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    44.3    42.2    89.6   169.6   226.8   261.1   272.5
(Max)       V      19.8    18.1    18.2    16.2    12.2     8.1     4.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     7.5     7.1    15.1    28.6    38.3    44.1    46.0
DC(Max)     V       3.3     3.1     3.1     2.7     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.2    53.5   113.6   215.1   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    23.1    20.6    15.4    10.3     5.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
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    18.2    17.3    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.5     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.0     9.6    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     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   125.9   120.0   247.5   435.3   557.4   604.3   601.2
            V      89.2    82.9    83.3    75.9    62.5    50.0    36.7    33.3
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    89.2    82.9    83.3    75.9    62.5    50.7    40.7    33.3
            M       0.0   125.9   120.0   247.5   435.3   540.2   584.5   601.2
Total     : M+      0.0   262.7   250.3   524.1   959.4  1258.6  1412.3  1445.8
            V     150.4   138.9   139.5   126.0   100.2    75.2    49.4    33.5
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   150.4   138.9   139.5   126.0   100.2    75.9    53.4    33.5
            M       0.0   262.7   250.3   524.1   959.4  1241.4  1392.5  1445.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.78   52.67   55.00
Self wt.  : M     261.1   226.8   169.6    89.6    42.2    44.3     0.0
(Max)       V       4.1     8.1    12.2    16.2    18.2    18.1    19.8
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      44.1    38.3    28.6    15.1     7.1     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.7     3.1     3.1     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.1   113.6    53.5    56.2     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    23.1    23.0    25.1
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       5.5     4.1     2.7     1.2     0.6     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     107.2    93.1    69.7    36.8    17.3    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.5     7.4     8.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      59.2    51.4    38.4    20.3     9.6    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
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+    604.3   557.4   435.3   247.5   120.0   125.9     0.0
            V      36.7    50.0    62.5    75.9    83.3    82.9    89.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.7    50.7    62.5    75.9    83.3    82.9    89.2
            M     584.5   540.2   435.3   247.5   120.0   125.9     0.0
Total     : M+   1412.3  1258.6   959.4   524.1   250.3   262.7     0.0
            V      49.4    75.2   100.2   126.0   139.5   138.9   150.4
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    53.4    75.9   100.2   126.0   139.5   138.9   150.4
            M    1392.5  1241.4   959.4   524.1   250.3   262.7     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.093   0.166   0.295   0.387   0.442   0.461   0.419 
Bottom        -0.077  -0.137  -0.243  -0.319  -0.365  -0.380  -0.346 
 
Prestress
Precast-top   -0.489  -0.489  -0.489  -0.489  -0.489  -0.489  -0.489 
Bottom         1.938   1.938   1.938   1.938   1.938   1.938   1.938 
 
Total
Precast-top   -0.396  -0.323  -0.194  -0.102  -0.047  -0.028  -0.070 
Bottom         1.861   1.801   1.695   1.619   1.573   1.558   1.592 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.78 %)
             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    2.22    4.97   10.60   16.23   21.87   27.50
 
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   0.011   0.010   0.022   0.042   0.056   0.064   0.067 
Precast-top   -0.100  -0.255  -0.248  -0.070   0.258   0.492   0.634   0.683 
Bottom         0.398   1.561   1.504   1.388   1.084   0.866   0.734   0.689 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.093   0.166   0.295   0.387   0.442   0.461   0.419 
Bottom        -0.077  -0.137  -0.243  -0.319  -0.365  -0.380  -0.346 
 
Prestress
Precast-top   -0.489  -0.489  -0.489  -0.489  -0.489  -0.489  -0.489 
Bottom         1.938   1.938   1.938   1.938   1.938   1.938   1.938 
 
Total
Precast-top   -0.396  -0.323  -0.194  -0.102  -0.047  -0.028  -0.070 
Bottom         1.861   1.801   1.695   1.619   1.573   1.558   1.592 
 
As_top  , in2  1.514   1.134   0.506   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.78 %)
             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    2.22    4.97   10.60   16.23   21.87   27.50
 
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    2.22    4.97   10.60   16.23   21.87   27.50
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   0.054   0.051   0.106   0.188   0.242   0.264   0.264 
Precast-top   -0.050  -0.100  -0.098   0.019   0.223   0.367   0.448   0.472 
Bottom         0.199   0.673   0.650   0.483   0.171  -0.042  -0.148  -0.168 
 

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
    273.2    6.5   49.5    0.442   0.0   6.00e-3 50.0    283.7     1.370    2.347      0.14
      0.0    0.3   49.4     41.9 0.189      19.8 0.87    12.00     0.092    1.322 
Transfer:   3.00
    255.4    6.5   49.5    1.996   0.0   2.35e-3 37.2    244.7     0.761    1.760      0.00
    493.1    1.4   48.8    189.0 0.179      39.0 1.74    12.00     0.092    1.398 
Critical:   4.73
    242.1    6.5   49.5    2.198   0.0   1.10e-3 32.8    210.1     0.556    1.320      0.00
    813.2    1.6   48.8    189.0 0.170      58.9 2.63    12.00     0.092    1.472 
0.1L    :   5.63
    235.3    6.5   49.5    2.302   0.0   0.63e-3 31.2    188.5     0.469    0.827      0.00
    979.4    1.6   48.7    189.0 0.165      72.9 3.26    12.00     0.092    1.514 
0.2L    :  11.27
    192.1    6.5   49.5    2.957   0.0   0.85e-3 32.0    148.1     0.381    0.620      0.00
   1771.2    2.1   48.5    189.0 0.135      65.3 2.93    12.00     0.092    1.435 
0.3L    :  16.90
    151.6    6.5   49.5    3.038   0.0   1.68e-3 34.9    121.2     0.349    0.496      0.00
   2294.8    2.1   48.5    189.0 0.107      47.3 2.12    24.00     0.092    1.304 
0.4L    :  22.53
    111.9    6.5   49.5    3.038   0.0   1.92e-3 35.7     80.6     0.239    0.413      0.00
   2539.9    2.1   48.5    189.0 0.079      43.7 1.96    24.00     0.092    1.471 
0.5L    :  28.17
     73.1    6.5   49.5    3.038   0.0   1.42e-3 34.0     29.4     0.092    0.413      0.00
   2519.1    2.1   48.5    189.0 0.052      51.8 2.33    24.00     0.092    2.470 
0.6L    :  33.80
    111.9    6.5   49.5    3.038   0.0   1.92e-3 35.7     80.6     0.239    0.413      0.00
   2539.9    2.1   48.5    189.0 0.079      43.7 1.96    24.00     0.092    1.471 
0.7L    :  39.43
    151.6    6.5   49.5    3.038   0.0   1.68e-3 34.9    121.2     0.349    0.496      0.00
   2294.8    2.1   48.5    189.0 0.107      47.3 2.12    24.00     0.092    1.304 
0.8L    :  45.06
    192.1    6.5   49.5    2.957   0.0   0.85e-3 32.0    148.1     0.381    0.620      0.00
   1771.2    2.1   48.5    189.0 0.135      65.3 2.93    12.00     0.092    1.435 
0.9L    :  50.70
    235.3    6.5   49.5    2.302   0.0   0.63e-3 31.2    188.5     0.469    0.827      0.00
    979.4    1.6   48.7    189.0 0.165      72.9 3.26    12.00     0.092    1.514 
Critical:  51.60
    242.1    6.5   49.5    2.198   0.0   1.10e-3 32.8    210.1     0.556    1.320      0.00
    813.2    1.6   48.8    189.0 0.170      58.9 2.63    12.00     0.092    1.472 
Transfer:  53.33
    255.4    6.5   49.5    1.996   0.0   2.35e-3 37.2    244.7     0.761    1.760      0.00
    493.1    1.4   48.8    189.0 0.179      39.0 1.74    12.00     0.092    1.398 
Bearing :  55.67
    273.2    6.5   49.5    0.442   0.0   6.00e-3 50.0    283.7     1.370    2.347      0.14
      0.0    0.3   49.4     41.9 0.189      19.8 0.87    12.00     0.092    1.322 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.19
 
 
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
    273.2      6.15     49.54    0.32       49.38    24.00      0.300      1.299      0.000      0.000*
Transfer:      2.33
    255.4      5.81     49.54    1.41       48.83    24.00      0.300      1.187      0.000      1.760 
Critical:      4.06
    242.2      5.52     49.54    1.56       48.76    24.00      0.300      1.090      0.000      1.320 
0.1L    :      4.97
    235.3      5.37     49.54    1.63       48.72    24.00      0.300      1.039      0.000      0.827 
0.2L    :     10.60
    192.1      4.40     49.54    2.09       48.49    24.00      0.300      0.717      0.000      0.620 
0.3L    :     16.23
    151.6      3.48     49.54    2.14       48.46    24.00      0.300      0.409      0.000      0.496 
0.4L    :     21.87
    111.9      2.57     49.54    2.14       48.46    24.00      0.300      0.105      0.000      0.413 
0.5L    :     27.50
     73.1      1.68     49.54    2.14       48.46    24.00      0.300      0.000      0.000      0.413 
0.6L    :     33.13
    111.9      2.57     49.54    2.14       48.46    24.00      0.300      0.105      0.000      0.413 
0.7L    :     38.77
    151.6      3.48     49.54    2.14       48.46    24.00      0.300      0.409      0.000      0.496 
0.8L    :     44.40
    192.1      4.40     49.54    2.09       48.49    24.00      0.300      0.717      0.000      0.620 
0.9L    :     50.03
    235.3      5.37     49.54    1.63       48.72    24.00      0.300      1.039      0.000      0.827 
Critical:     50.94
    242.2      5.52     49.54    1.56       48.76    24.00      0.300      1.090      0.000      1.320 
Transfer:     52.67
    255.4      5.81     49.54    1.41       48.83    24.00      0.300      1.187      0.000      1.760 
Bearing :     55.00
    273.2      6.15     49.54    0.32       49.38    24.00      0.300      1.299      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.97 ft
Prestress      :       0.247  1.80      0.445  2.20      0.544
Self Wt.       :      -0.063  1.85     -0.116  2.40     -0.151
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.184            0.329            0.393
 
At 0.2 x L = 10.60 ft
Prestress      :       0.442  1.80      0.795  2.20      0.972
Self Wt.       :      -0.119  1.85     -0.220  2.40     -0.286
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.323            0.575            0.686
 
At 0.3 x L = 16.23 ft
Prestress      :       0.581  1.80      1.045  2.20      1.278
Self Wt.       :      -0.163  1.85     -0.302  2.40     -0.391
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.418            0.744            0.886
 
At 0.4 x L = 21.87 ft
Prestress      :       0.664  1.80      1.195  2.20      1.461
Self Wt.       :      -0.191  1.85     -0.353  2.40     -0.458
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.473            0.842            1.003
 
At 0.5 x L = 27.50 ft
Prestress      :       0.692  1.80      1.245  2.20      1.522
Self Wt.       :      -0.200  1.85     -0.371  2.40     -0.481
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.491            0.874            1.041
 
At 0.6 x L = 33.13 ft
Prestress      :       0.664  1.80      1.195  2.20      1.461
Self Wt.       :      -0.191  1.85     -0.353  2.40     -0.458
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.473            0.842            1.003
 
At 0.7 x L = 38.77 ft
Prestress      :       0.581  1.80      1.045  2.20      1.278
Self Wt.       :      -0.163  1.85     -0.302  2.40     -0.391
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.418            0.744            0.886
 
At 0.8 x L = 44.40 ft
Prestress      :       0.442  1.80      0.795  2.20      0.972
Self Wt.       :      -0.119  1.85     -0.220  2.40     -0.286
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.323            0.575            0.686
 
At 0.9 x L = 50.03 ft
Prestress      :       0.247  1.80      0.445  2.20      0.544
Self Wt.       :      -0.063  1.85     -0.116  2.40     -0.151
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.184            0.329            0.393
 

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
   487.7    49.5  1.996  267.5    1.7   1.41   2172.5  0.089T 1.00       -       -     -     -  
H/2     :   2.22
   464.6    49.5  1.919  267.6    1.6   1.36   2090.2  0.093T 1.00       -       -     -     -  
0.1L    :   4.97
   979.4    49.5  2.302  267.1    1.9   1.63   2496.3  0.077T 1.00       -       -     -     -  
0.2L    :  10.60
  1823.9    49.5  2.957  266.3    2.5   2.09   3181.1  0.060T 1.00       -       -     -     -  
0.3L    :  16.23
  2390.4    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    695.9   695.9    4.69    -  
0.4L    :  21.87
  2719.8    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    648.3   648.3    5.04    -  
0.5L    :  27.50
  2800.1    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    631.9   631.9    5.17    -  
0.6L    :  33.13
  2719.8    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    648.3   648.3    5.04    -  
0.7L    :  38.77
  2390.4    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    695.9   695.9    4.69    -  
0.8L    :  44.40
  1823.9    49.5  2.957  266.3    2.5   2.09   3181.1  0.060T 1.00       -       -     -     -  
0.9L    :  50.03
   979.4    49.5  2.302  267.1    1.9   1.63   2496.3  0.077T 1.00       -       -     -     -  
H/2     :  52.78
   464.6    49.5  1.919  267.6    1.6   1.36   2090.2  0.093T 1.00       -       -     -     -  
Transfer:  52.67
   487.7    49.5  1.996  267.5    1.7   1.41   2172.5  0.089T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.004
        M   2.00 Fb     0.216
 
  2   2 E   6.00 Ft    -0.040
        M   6.00 Fb     0.472
 
  3   2 E   6.00 Ft    -0.084
        M   6.00 Fb     0.727
 
  4   2 E   6.00 Ft    -0.128
        M   6.00 Fb     0.982
 
  5   2 E   2.00 Ft    -0.217
        M   2.00 Fb     1.275
 
  6   2 E   2.00 Ft    -0.306
        M   2.00 Fb     1.568
 
  7   2 E   2.00 Ft    -0.396
        M   2.00 Fb     1.861
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 56.33            Release Length, ft: 56.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.47 %               Final losses: 11.55 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.861     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.396       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)                  3265.59     2800.10     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   0.683     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.561    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   0.472     Midspan
    Pre.Bot:                                                             2.000   0.673    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  27.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.692  1.80      1.245  2.20      1.522
Self Wt.       :      -0.200  1.85     -0.371  2.40     -0.481
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.491            0.874            1.041
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              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   55.00
     DC  Line       0.087      0.00       0.087   55.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    27.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 56.330 ft
Release length = 56.330 ft
Design  length = 55.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.833   (Calculated)    
Live Moment (1  lane  loaded)  : 0.605   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.151   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.921   (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                  =        691.8 in2           1506.8 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           488335 in4#
Ht. of c.g.           =        20.74 in             36.18 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 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     2.22     4.97    10.60    16.23    21.87    27.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    695.5    708.3    707.6    708.3    708.3    708.3    708.3    708.3
  Yb      ,  in    20.65    20.34    20.36    20.34    20.34    20.34    20.34    20.34
  MI(Ixx) , in4   180025   183638   183461   183638   183638   183638   183638   183638
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1510.3   1522.6   1522.0   1522.6   1522.6   1522.6   1522.6   1522.6
  Yb      ,  in    36.11    35.85    35.86    35.85    35.85    35.85    35.85    35.85
  MI(Ixx) , in4   492023   504837   504204   504837   504837   504837   504837   504837

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.71 in):
     8 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.967 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.959 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.128 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)       
-------------------------------------------------------------------------------------
       788.620         740 583.579     10.023 40592.895   587.334     356.565        
 
 
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       4.50       0.1250      2.0000     No
      2      US#6[M19]       60.00        0.88       6.00       2.0000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      7.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.4167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00*     11.4167     17.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      17.6670     38.6660    Yes
      2      US#5[M16]       60.00        0.62      15.00*     38.6660     44.9163    Yes
      2      US#5[M16]       60.00        0.62      12.00      44.9163     48.9163    Yes
      2      US#5[M16]       60.00        0.62       9.00      48.9163     51.1663    Yes
      2      US#6[M19]       60.00        0.88       8.00      51.1663     51.8330    Yes
      2      US#6[M19]       60.00        0.88       6.00      51.8330     54.3330    Yes
      2      US#6[M19]       60.00        0.88       4.50      54.3330     56.2080     No
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 56.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  3.71 in
         P_init    =      595.5 kips  Ecc = 17.03 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.76 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.363 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.69 ksi    0.00 ksi
    due to Composite Loads                                 -0.82 ksi    0.00 ksi
    due to Live Loads                                      -3.75 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                         7.83 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.76 ksi  ( 4.47 %)            13.88 ksi ( 7.08 %)
Total Prestress Losses                                    22.64 ksi (11.55 %)
 
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 : 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    2.22    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    44.3    42.2    89.6   169.6   226.8   261.1   272.5
(Max)       V      19.8    18.1    18.2    16.2    12.2     8.1     4.1     0.0
DL-Prec.  : M       0.0     7.5     7.1    15.1    28.6    38.3    44.1    46.0
DC(Max)     V       3.3     3.1     3.1     2.7     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.2    53.5   113.6   215.1   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    23.1    20.6    15.4    10.3     5.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    18.2    17.3    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.5     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0     9.6    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   179.5   171.0   359.2   662.4   857.7   968.6   987.9
            V     111.8   105.3   105.7    98.1    33.9    18.8    48.7    15.5
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   111.8   105.3   105.7    98.1    82.4    68.4    54.7    41.6
            M      -0.0   182.6   174.1   359.2   632.3   803.1   865.8   827.4
Total     : M+      0.0   316.3   301.3   635.8  1186.4  1558.9  1776.6  1832.5
            V     172.9   161.3   161.9   148.3    71.6    44.0    61.4    15.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   172.9   161.3   161.9   148.3   120.1    93.6    67.4    41.8
            M      -0.0   319.4   304.4   635.8  1156.3  1504.3  1673.8  1672.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.78   52.67   55.00
Self wt.  : M     261.1   226.8   169.6    89.6    42.2    44.3     0.0
(Max)       V       4.1     8.1    12.2    16.2    18.2    18.1    19.8
DL-Prec.  : M      44.1    38.3    28.6    15.1     7.1     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.7     3.1     3.1     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.1   113.6    53.5    56.2     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    23.1    23.0    25.1
Diaphragm : M       5.5     4.1     2.7     1.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     107.2    93.1    69.7    36.8    17.3    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.5     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3     9.6    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
LL + I    : M+    968.6   857.7   662.4   359.2   171.0   179.5     0.0
            V      48.7    18.8    33.9    98.1   105.7   105.3   111.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    54.7    68.4    82.4    98.1   105.7   105.3   111.8
            M     865.8   803.1   632.3   359.2   174.1   182.6     0.0
Total     : M+   1776.6  1558.9  1186.4   635.8   301.3   316.3     0.0
            V      61.4    44.0    71.6   148.3   161.9   161.3   172.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    67.4    93.6   120.1   148.3   161.9   161.3   172.9
            M    1673.8  1504.3  1156.3   635.8   304.4   319.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               19.8             19.8
Deck+Haunch            25.1             25.1
Diaphragm               0.2              0.3
DL-Prec.(DC)            3.3              3.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           40.7             40.7
DL-Comp.(DW)           22.5             22.5
Live                   77.4             77.4
        Truck          59.8             59.8
        Lane           17.6             17.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, 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    2.22    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    44.3    42.2    89.6   169.6   226.8   261.1   272.5
(Max)       V      19.8    18.1    18.2    16.2    12.2     8.1     4.1     0.0
DL-Prec.  : M       0.0     7.5     7.1    15.1    28.6    38.3    44.1    46.0
DC(Max)     V       3.3     3.1     3.1     2.7     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.2    53.5   113.6   215.1   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    23.1    20.6    15.4    10.3     5.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    18.2    17.3    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.5     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0     9.6    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   143.6   136.8   287.3   529.9   686.2   774.8   790.4
            V      89.4    84.3    84.5    78.5    27.1    15.0    38.9    12.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    89.4    84.3    84.5    78.5    65.9    54.7    43.8    33.3
            M      -0.0   146.1   139.3   287.3   505.8   642.5   692.6   661.9
Total     : M+      0.0   280.4   267.1   563.9  1054.0  1387.4  1582.9  1635.0
            V     150.6   140.3   140.8   128.6    64.8    40.2    51.7    12.6
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   150.6   140.3   140.8   128.6   103.6    79.9    56.5    33.5
            M      -0.0   282.9   269.6   563.9  1029.9  1343.7  1500.7  1506.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.78   52.67   55.00
Self wt.  : M     261.1   226.8   169.6    89.6    42.2    44.3     0.0
(Max)       V       4.1     8.1    12.2    16.2    18.2    18.1    19.8
DL-Prec.  : M      44.1    38.3    28.6    15.1     7.1     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.7     3.1     3.1     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.1   113.6    53.5    56.2     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    23.1    23.0    25.1
Diaphragm : M       5.5     4.1     2.7     1.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     107.2    93.1    69.7    36.8    17.3    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.5     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3     9.6    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
LL + I    : M+    774.8   686.2   529.9   287.3   136.8   143.6     0.0
            V      38.9    15.0    27.1    78.5    84.5    84.3    89.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.8    54.7    65.9    78.5    84.5    84.3    89.4
            M     692.6   642.5   505.8   287.3   139.3   146.1     0.0
Total     : M+   1582.9  1387.4  1054.0   563.9   267.1   280.4     0.0
            V      51.7    40.2    64.8   128.6   140.8   140.3   150.6
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    56.5    79.9   103.6   128.6   140.8   140.3   150.6
            M    1500.7  1343.7  1029.9   563.9   269.6   282.9     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    2.22    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    55.4    52.7   111.9   212.0   283.4   326.3   340.6
(Max)       V      24.8    22.7    22.8    20.3    15.2    10.1     5.1     0.0
Self wt.  : M       0.0    39.9    38.0    80.6   152.6   204.1   234.9   245.2
(Min)       V      17.8    16.3    16.4    14.6    11.0     7.3     3.7     0.0
DL-Prec.  : M       0.0     9.4     8.9    18.9    35.8    47.9    55.1    57.5
DC(Max)     V       4.2     3.8     3.8     3.4     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     6.7     6.4    13.6    25.8    34.5    39.7    41.4
DC(Min)     V       3.0     2.8     2.8     2.5     1.9     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    70.2    66.9   142.0   268.8   359.4   413.8   431.9
Haunch (Max)V      31.4    28.7    28.9    25.7    19.3    12.9     6.4     0.0
Deck +    : M       0.0    50.6    48.2   102.2   193.5   258.8   297.9   311.0
Haunch (Min)V      22.6    20.7    20.8    18.5    13.9     9.3     4.6     0.0
Diaphragm : M       0.0     0.7     0.7     1.6     3.3     5.1     6.8     8.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     1.1     2.4     3.7     4.9     6.2
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    22.7    21.7    46.0    87.1   116.4   134.0   139.9
DC(Max)     V      10.2     9.3     9.4     8.3     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    16.4    15.6    33.1    62.7    83.8    96.5   100.7
DC(Min)     V       7.3     6.7     6.7     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0    15.1    14.3    30.4    57.7    77.1    88.8    92.6
DW(Max)     V       6.7     6.2     6.2     5.5     4.1     2.8     1.4     0.0
DL-Comp   : M       0.0     6.5     6.2    13.2    25.0    33.4    38.5    40.1
DW(Min)     V       2.9     2.7     2.7     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   314.2   299.3   628.6  1159.2  1501.0  1695.0  1728.9
            V     195.6   184.3   184.9   171.7    59.4    32.8    85.2    27.1
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   195.6   184.3   184.9   171.7   144.3   119.7    95.8    72.8
            M      -0.0   319.6   304.7   628.6  1106.5  1405.5  1515.1  1447.9
Total     : M+      0.0   487.7   464.6   979.4  1823.9  2390.4  2719.8  2800.1
            V     273.2   255.4   256.3   235.3   107.2    64.8   101.3    27.4
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   273.2   255.4   256.3   235.3   192.1   151.6   111.9    73.1
            M      -0.0   493.1   469.9   979.4  1771.2  2294.8  2539.9  2519.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.78   52.67   55.00
Self wt.  : M     326.3   283.4   212.0   111.9    52.7    55.4     0.0
(Max)       V       5.1    10.1    15.2    20.3    22.8    22.7    24.8
Self wt.  : M     234.9   204.1   152.6    80.6    38.0    39.9     0.0
(Min)       V       3.7     7.3    11.0    14.6    16.4    16.3    17.8
DL-Prec.  : M      55.1    47.9    35.8    18.9     8.9     9.4     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     3.8     3.8     4.2
DL-Prec.  : M      39.7    34.5    25.8    13.6     6.4     6.7     0.0
DC(Min)     V       0.6     1.2     1.9     2.5     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     413.8   359.4   268.8   142.0    66.9    70.2     0.0
Haunch (Max)V       6.4    12.9    19.3    25.7    28.9    28.7    31.4
Deck +    : M     297.9   258.8   193.5   102.2    48.2    50.6     0.0
Haunch (Min)V       4.6     9.3    13.9    18.5    20.8    20.7    22.6
Diaphragm : M       6.8     5.1     3.3     1.6     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       4.9     3.7     2.4     1.1     0.5     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     134.0   116.4    87.1    46.0    21.7    22.7     0.0
DC(Max)     V       2.1     4.2     6.3     8.3     9.4     9.3    10.2
DL-Comp   : M      96.5    83.8    62.7    33.1    15.6    16.4     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     6.7     6.7     7.3
DL-Comp   : M      88.8    77.1    57.7    30.4    14.3    15.1     0.0
DW(Max)     V       1.4     2.8     4.1     5.5     6.2     6.2     6.7
DL-Comp   : M      38.5    33.4    25.0    13.2     6.2     6.5     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.7     2.7     2.9
LL + I    : M+   1695.0  1501.0  1159.2   628.6   299.3   314.2     0.0
            V      85.2    32.8    59.4   171.7   184.9   184.3   195.6
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    95.8   119.7   144.3   171.7   184.9   184.3   195.6
            M    1515.1  1405.5  1106.5   628.6   304.7   319.6     0.0
Total     : M+   2719.8  2390.4  1823.9   979.4   464.6   487.7     0.0
            V     101.3    64.8   107.2   235.3   256.3   255.4   273.2
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   111.9   151.6   192.1   235.3   256.3   255.4   273.2
            M    2539.9  2294.8  1771.2   979.4   469.9   493.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.8             24.8
Deck+Haunch            31.4             31.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.2              4.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           50.9             50.9
DL-Comp.(DW)           33.7             33.7
Live                  135.4            135.4
        Truck         104.6            104.6
        Lane           30.8             30.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, 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    2.22    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    44.3    42.2    89.6   169.6   226.8   261.1   272.5
(Max)       V      19.8    18.1    18.2    16.2    12.2     8.1     4.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     7.5     7.1    15.1    28.6    38.3    44.1    46.0
DC(Max)     V       3.3     3.1     3.1     2.7     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.2    53.5   113.6   215.1   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    23.1    20.6    15.4    10.3     5.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
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    18.2    17.3    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.5     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.0     9.6    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     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   125.9   120.0   247.5   435.3   557.4   604.3   601.2
            V      89.2    82.9    83.3    75.9    62.5    50.0    36.7    33.3
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    89.2    82.9    83.3    75.9    62.5    50.7    40.7    33.3
            M       0.0   125.9   120.0   247.5   435.3   540.2   584.5   601.2
Total     : M+      0.0   262.7   250.3   524.1   959.4  1258.6  1412.3  1445.8
            V     150.4   138.9   139.5   126.0   100.2    75.2    49.4    33.5
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   150.4   138.9   139.5   126.0   100.2    75.9    53.4    33.5
            M       0.0   262.7   250.3   524.1   959.4  1241.4  1392.5  1445.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.78   52.67   55.00
Self wt.  : M     261.1   226.8   169.6    89.6    42.2    44.3     0.0
(Max)       V       4.1     8.1    12.2    16.2    18.2    18.1    19.8
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      44.1    38.3    28.6    15.1     7.1     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.7     3.1     3.1     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.1   113.6    53.5    56.2     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    23.1    23.0    25.1
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       5.5     4.1     2.7     1.2     0.6     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     107.2    93.1    69.7    36.8    17.3    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.5     7.4     8.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      59.2    51.4    38.4    20.3     9.6    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
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+    604.3   557.4   435.3   247.5   120.0   125.9     0.0
            V      36.7    50.0    62.5    75.9    83.3    82.9    89.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.7    50.7    62.5    75.9    83.3    82.9    89.2
            M     584.5   540.2   435.3   247.5   120.0   125.9     0.0
Total     : M+   1412.3  1258.6   959.4   524.1   250.3   262.7     0.0
            V      49.4    75.2   100.2   126.0   139.5   138.9   150.4
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    53.4    75.9   100.2   126.0   139.5   138.9   150.4
            M    1392.5  1241.4   959.4   524.1   250.3   262.7     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.093   0.166   0.295   0.387   0.442   0.461   0.419 
Bottom        -0.077  -0.137  -0.243  -0.319  -0.365  -0.380  -0.346 
 
Prestress
Precast-top   -0.489  -0.489  -0.489  -0.489  -0.489  -0.489  -0.489 
Bottom         1.938   1.938   1.938   1.938   1.938   1.938   1.938 
 
Total
Precast-top   -0.396  -0.323  -0.194  -0.102  -0.047  -0.028  -0.070 
Bottom         1.861   1.801   1.695   1.619   1.573   1.558   1.592 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.78 %)
             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    2.22    4.97   10.60   16.23   21.87   27.50
 
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   0.011   0.010   0.022   0.042   0.056   0.064   0.067 
Precast-top   -0.100  -0.255  -0.248  -0.070   0.258   0.492   0.634   0.683 
Bottom         0.398   1.561   1.504   1.388   1.084   0.866   0.734   0.689 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.093   0.166   0.295   0.387   0.442   0.461   0.419 
Bottom        -0.077  -0.137  -0.243  -0.319  -0.365  -0.380  -0.346 
 
Prestress
Precast-top   -0.489  -0.489  -0.489  -0.489  -0.489  -0.489  -0.489 
Bottom         1.938   1.938   1.938   1.938   1.938   1.938   1.938 
 
Total
Precast-top   -0.396  -0.323  -0.194  -0.102  -0.047  -0.028  -0.070 
Bottom         1.861   1.801   1.695   1.619   1.573   1.558   1.592 
 
As_top  , in2  1.514   1.134   0.506   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.78 %)
             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    2.22    4.97   10.60   16.23   21.87   27.50
 
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    2.22    4.97   10.60   16.23   21.87   27.50
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   0.054   0.051   0.106   0.188   0.242   0.264   0.264 
Precast-top   -0.050  -0.100  -0.098   0.019   0.223   0.367   0.448   0.472 
Bottom         0.199   0.673   0.650   0.483   0.171  -0.042  -0.148  -0.168 
 

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
    273.2    6.5   49.5    0.442   0.0   6.00e-3 50.0    283.7     1.370    2.347      0.14
      0.0    0.3   49.4     41.9 0.189      19.8 0.87    12.00     0.092    1.322 
Transfer:   3.00
    255.4    6.5   49.5    1.996   0.0   2.35e-3 37.2    244.7     0.761    1.760      0.00
    493.1    1.4   48.8    189.0 0.179      39.0 1.74    12.00     0.092    1.398 
Critical:   4.73
    242.1    6.5   49.5    2.198   0.0   1.10e-3 32.8    210.1     0.556    1.320      0.00
    813.2    1.6   48.8    189.0 0.170      58.9 2.63    12.00     0.092    1.472 
0.1L    :   5.63
    235.3    6.5   49.5    2.302   0.0   0.63e-3 31.2    188.5     0.469    0.827      0.00
    979.4    1.6   48.7    189.0 0.165      72.9 3.26    12.00     0.092    1.514 
0.2L    :  11.27
    192.1    6.5   49.5    2.957   0.0   0.85e-3 32.0    148.1     0.381    0.620      0.00
   1771.2    2.1   48.5    189.0 0.135      65.3 2.93    12.00     0.092    1.435 
0.3L    :  16.90
    151.6    6.5   49.5    3.038   0.0   1.68e-3 34.9    121.2     0.349    0.496      0.00
   2294.8    2.1   48.5    189.0 0.107      47.3 2.12    24.00     0.092    1.304 
0.4L    :  22.53
    111.9    6.5   49.5    3.038   0.0   1.92e-3 35.7     80.6     0.239    0.413      0.00
   2539.9    2.1   48.5    189.0 0.079      43.7 1.96    24.00     0.092    1.471 
0.5L    :  28.17
     73.1    6.5   49.5    3.038   0.0   1.42e-3 34.0     29.4     0.092    0.413      0.00
   2519.1    2.1   48.5    189.0 0.052      51.8 2.33    24.00     0.092    2.470 
0.6L    :  33.80
    111.9    6.5   49.5    3.038   0.0   1.92e-3 35.7     80.6     0.239    0.413      0.00
   2539.9    2.1   48.5    189.0 0.079      43.7 1.96    24.00     0.092    1.471 
0.7L    :  39.43
    151.6    6.5   49.5    3.038   0.0   1.68e-3 34.9    121.2     0.349    0.496      0.00
   2294.8    2.1   48.5    189.0 0.107      47.3 2.12    24.00     0.092    1.304 
0.8L    :  45.06
    192.1    6.5   49.5    2.957   0.0   0.85e-3 32.0    148.1     0.381    0.620      0.00
   1771.2    2.1   48.5    189.0 0.135      65.3 2.93    12.00     0.092    1.435 
0.9L    :  50.70
    235.3    6.5   49.5    2.302   0.0   0.63e-3 31.2    188.5     0.469    0.827      0.00
    979.4    1.6   48.7    189.0 0.165      72.9 3.26    12.00     0.092    1.514 
Critical:  51.60
    242.1    6.5   49.5    2.198   0.0   1.10e-3 32.8    210.1     0.556    1.320      0.00
    813.2    1.6   48.8    189.0 0.170      58.9 2.63    12.00     0.092    1.472 
Transfer:  53.33
    255.4    6.5   49.5    1.996   0.0   2.35e-3 37.2    244.7     0.761    1.760      0.00
    493.1    1.4   48.8    189.0 0.179      39.0 1.74    12.00     0.092    1.398 
Bearing :  55.67
    273.2    6.5   49.5    0.442   0.0   6.00e-3 50.0    283.7     1.370    2.347      0.14
      0.0    0.3   49.4     41.9 0.189      19.8 0.87    12.00     0.092    1.322 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.19
 
 
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
    273.2      6.15     49.54    0.32       49.38    24.00      0.300      1.299      0.000      0.000*
Transfer:      2.33
    255.4      5.81     49.54    1.41       48.83    24.00      0.300      1.187      0.000      1.760 
Critical:      4.06
    242.2      5.52     49.54    1.56       48.76    24.00      0.300      1.090      0.000      1.320 
0.1L    :      4.97
    235.3      5.37     49.54    1.63       48.72    24.00      0.300      1.039      0.000      0.827 
0.2L    :     10.60
    192.1      4.40     49.54    2.09       48.49    24.00      0.300      0.717      0.000      0.620 
0.3L    :     16.23
    151.6      3.48     49.54    2.14       48.46    24.00      0.300      0.409      0.000      0.496 
0.4L    :     21.87
    111.9      2.57     49.54    2.14       48.46    24.00      0.300      0.105      0.000      0.413 
0.5L    :     27.50
     73.1      1.68     49.54    2.14       48.46    24.00      0.300      0.000      0.000      0.413 
0.6L    :     33.13
    111.9      2.57     49.54    2.14       48.46    24.00      0.300      0.105      0.000      0.413 
0.7L    :     38.77
    151.6      3.48     49.54    2.14       48.46    24.00      0.300      0.409      0.000      0.496 
0.8L    :     44.40
    192.1      4.40     49.54    2.09       48.49    24.00      0.300      0.717      0.000      0.620 
0.9L    :     50.03
    235.3      5.37     49.54    1.63       48.72    24.00      0.300      1.039      0.000      0.827 
Critical:     50.94
    242.2      5.52     49.54    1.56       48.76    24.00      0.300      1.090      0.000      1.320 
Transfer:     52.67
    255.4      5.81     49.54    1.41       48.83    24.00      0.300      1.187      0.000      1.760 
Bearing :     55.00
    273.2      6.15     49.54    0.32       49.38    24.00      0.300      1.299      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.97 ft
Prestress      :       0.247  1.80      0.445  2.20      0.544
Self Wt.       :      -0.063  1.85     -0.116  2.40     -0.151
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.184            0.329            0.393
 
At 0.2 x L = 10.60 ft
Prestress      :       0.442  1.80      0.795  2.20      0.972
Self Wt.       :      -0.119  1.85     -0.220  2.40     -0.286
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.323            0.575            0.686
 
At 0.3 x L = 16.23 ft
Prestress      :       0.581  1.80      1.045  2.20      1.278
Self Wt.       :      -0.163  1.85     -0.302  2.40     -0.391
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.418            0.744            0.886
 
At 0.4 x L = 21.87 ft
Prestress      :       0.664  1.80      1.195  2.20      1.461
Self Wt.       :      -0.191  1.85     -0.353  2.40     -0.458
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.473            0.842            1.003
 
At 0.5 x L = 27.50 ft
Prestress      :       0.692  1.80      1.245  2.20      1.522
Self Wt.       :      -0.200  1.85     -0.371  2.40     -0.481
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.491            0.874            1.041
 
At 0.6 x L = 33.13 ft
Prestress      :       0.664  1.80      1.195  2.20      1.461
Self Wt.       :      -0.191  1.85     -0.353  2.40     -0.458
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.473            0.842            1.003
 
At 0.7 x L = 38.77 ft
Prestress      :       0.581  1.80      1.045  2.20      1.278
Self Wt.       :      -0.163  1.85     -0.302  2.40     -0.391
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.418            0.744            0.886
 
At 0.8 x L = 44.40 ft
Prestress      :       0.442  1.80      0.795  2.20      0.972
Self Wt.       :      -0.119  1.85     -0.220  2.40     -0.286
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.323            0.575            0.686
 
At 0.9 x L = 50.03 ft
Prestress      :       0.247  1.80      0.445  2.20      0.544
Self Wt.       :      -0.063  1.85     -0.116  2.40     -0.151
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.184            0.329            0.393
 

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
   487.7    49.5  1.996  267.5    1.7   1.41   2172.5  0.089T 1.00       -       -     -     -  
H/2     :   2.22
   464.6    49.5  1.919  267.6    1.6   1.36   2090.2  0.093T 1.00       -       -     -     -  
0.1L    :   4.97
   979.4    49.5  2.302  267.1    1.9   1.63   2496.3  0.077T 1.00       -       -     -     -  
0.2L    :  10.60
  1823.9    49.5  2.957  266.3    2.5   2.09   3181.1  0.060T 1.00       -       -     -     -  
0.3L    :  16.23
  2390.4    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    695.9   695.9    4.69    -  
0.4L    :  21.87
  2719.8    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    648.3   648.3    5.04    -  
0.5L    :  27.50
  2800.1    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    631.9   631.9    5.17    -  
0.6L    :  33.13
  2719.8    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    648.3   648.3    5.04    -  
0.7L    :  38.77
  2390.4    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    695.9   695.9    4.69    -  
0.8L    :  44.40
  1823.9    49.5  2.957  266.3    2.5   2.09   3181.1  0.060T 1.00       -       -     -     -  
0.9L    :  50.03
   979.4    49.5  2.302  267.1    1.9   1.63   2496.3  0.077T 1.00       -       -     -     -  
H/2     :  52.78
   464.6    49.5  1.919  267.6    1.6   1.36   2090.2  0.093T 1.00       -       -     -     -  
Transfer:  52.67
   487.7    49.5  1.996  267.5    1.7   1.41   2172.5  0.089T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.004
        M   2.00 Fb     0.216
 
  2   2 E   6.00 Ft    -0.040
        M   6.00 Fb     0.472
 
  3   2 E   6.00 Ft    -0.084
        M   6.00 Fb     0.727
 
  4   2 E   6.00 Ft    -0.128
        M   6.00 Fb     0.982
 
  5   2 E   2.00 Ft    -0.217
        M   2.00 Fb     1.275
 
  6   2 E   2.00 Ft    -0.306
        M   2.00 Fb     1.568
 
  7   2 E   2.00 Ft    -0.396
        M   2.00 Fb     1.861
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 56.33            Release Length, ft: 56.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.47 %               Final losses: 11.55 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.861     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.396       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)                  3265.59     2800.10     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   0.683     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.561    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   0.472     Midspan
    Pre.Bot:                                                             2.000   0.673    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  27.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.692  1.80      1.245  2.20      1.522
Self Wt.       :      -0.200  1.85     -0.371  2.40     -0.481
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.491            0.874            1.041
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              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   55.00
     DC  Line       0.087      0.00       0.087   55.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    27.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 56.330 ft
Release length = 56.330 ft
Design  length = 55.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.833   (Calculated)    
Live Moment (1  lane  loaded)  : 0.605   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.151   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.921   (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                  =        691.8 in2           1506.8 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           488335 in4#
Ht. of c.g.           =        20.74 in             36.18 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 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     2.22     4.97    10.60    16.23    21.87    27.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    695.5    708.3    707.6    708.3    708.3    708.3    708.3    708.3
  Yb      ,  in    20.65    20.34    20.36    20.34    20.34    20.34    20.34    20.34
  MI(Ixx) , in4   180025   183638   183461   183638   183638   183638   183638   183638
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1510.3   1522.6   1522.0   1522.6   1522.6   1522.6   1522.6   1522.6
  Yb      ,  in    36.11    35.85    35.86    35.85    35.85    35.85    35.85    35.85
  MI(Ixx) , in4   492023   504837   504204   504837   504837   504837   504837   504837

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.71 in):
     8 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.967 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.959 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.128 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)       
-------------------------------------------------------------------------------------
       788.620         740 583.579     10.023 40592.895   587.334     356.565        
 
 
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       4.50       0.1250      2.0000     No
      2      US#6[M19]       60.00        0.88       6.00       2.0000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      7.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.4167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00*     11.4167     17.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      17.6670     38.6660    Yes
      2      US#5[M16]       60.00        0.62      15.00*     38.6660     44.9163    Yes
      2      US#5[M16]       60.00        0.62      12.00      44.9163     48.9163    Yes
      2      US#5[M16]       60.00        0.62       9.00      48.9163     51.1663    Yes
      2      US#6[M19]       60.00        0.88       8.00      51.1663     51.8330    Yes
      2      US#6[M19]       60.00        0.88       6.00      51.8330     54.3330    Yes
      2      US#6[M19]       60.00        0.88       4.50      54.3330     56.2080     No
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 56.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  3.71 in
         P_init    =      595.5 kips  Ecc = 17.03 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.76 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.363 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.69 ksi    0.00 ksi
    due to Composite Loads                                 -0.82 ksi    0.00 ksi
    due to Live Loads                                      -3.75 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                         7.83 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.76 ksi  ( 4.47 %)            13.88 ksi ( 7.08 %)
Total Prestress Losses                                    22.64 ksi (11.55 %)
 
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 : 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    2.22    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    44.3    42.2    89.6   169.6   226.8   261.1   272.5
(Max)       V      19.8    18.1    18.2    16.2    12.2     8.1     4.1     0.0
DL-Prec.  : M       0.0     7.5     7.1    15.1    28.6    38.3    44.1    46.0
DC(Max)     V       3.3     3.1     3.1     2.7     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.2    53.5   113.6   215.1   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    23.1    20.6    15.4    10.3     5.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    18.2    17.3    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.5     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0     9.6    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   179.5   171.0   359.2   662.4   857.7   968.6   987.9
            V     111.8   105.3   105.7    98.1    33.9    18.8    48.7    15.5
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   111.8   105.3   105.7    98.1    82.4    68.4    54.7    41.6
            M      -0.0   182.6   174.1   359.2   632.3   803.1   865.8   827.4
Total     : M+      0.0   316.3   301.3   635.8  1186.4  1558.9  1776.6  1832.5
            V     172.9   161.3   161.9   148.3    71.6    44.0    61.4    15.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   172.9   161.3   161.9   148.3   120.1    93.6    67.4    41.8
            M      -0.0   319.4   304.4   635.8  1156.3  1504.3  1673.8  1672.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.78   52.67   55.00
Self wt.  : M     261.1   226.8   169.6    89.6    42.2    44.3     0.0
(Max)       V       4.1     8.1    12.2    16.2    18.2    18.1    19.8
DL-Prec.  : M      44.1    38.3    28.6    15.1     7.1     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.7     3.1     3.1     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.1   113.6    53.5    56.2     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    23.1    23.0    25.1
Diaphragm : M       5.5     4.1     2.7     1.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     107.2    93.1    69.7    36.8    17.3    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.5     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3     9.6    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
LL + I    : M+    968.6   857.7   662.4   359.2   171.0   179.5     0.0
            V      48.7    18.8    33.9    98.1   105.7   105.3   111.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    54.7    68.4    82.4    98.1   105.7   105.3   111.8
            M     865.8   803.1   632.3   359.2   174.1   182.6     0.0
Total     : M+   1776.6  1558.9  1186.4   635.8   301.3   316.3     0.0
            V      61.4    44.0    71.6   148.3   161.9   161.3   172.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    67.4    93.6   120.1   148.3   161.9   161.3   172.9
            M    1673.8  1504.3  1156.3   635.8   304.4   319.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               19.8             19.8
Deck+Haunch            25.1             25.1
Diaphragm               0.2              0.3
DL-Prec.(DC)            3.3              3.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           40.7             40.7
DL-Comp.(DW)           22.5             22.5
Live                   77.4             77.4
        Truck          59.8             59.8
        Lane           17.6             17.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, 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    2.22    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    44.3    42.2    89.6   169.6   226.8   261.1   272.5
(Max)       V      19.8    18.1    18.2    16.2    12.2     8.1     4.1     0.0
DL-Prec.  : M       0.0     7.5     7.1    15.1    28.6    38.3    44.1    46.0
DC(Max)     V       3.3     3.1     3.1     2.7     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.2    53.5   113.6   215.1   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    23.1    20.6    15.4    10.3     5.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    18.2    17.3    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.5     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0     9.6    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   143.6   136.8   287.3   529.9   686.2   774.8   790.4
            V      89.4    84.3    84.5    78.5    27.1    15.0    38.9    12.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    89.4    84.3    84.5    78.5    65.9    54.7    43.8    33.3
            M      -0.0   146.1   139.3   287.3   505.8   642.5   692.6   661.9
Total     : M+      0.0   280.4   267.1   563.9  1054.0  1387.4  1582.9  1635.0
            V     150.6   140.3   140.8   128.6    64.8    40.2    51.7    12.6
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   150.6   140.3   140.8   128.6   103.6    79.9    56.5    33.5
            M      -0.0   282.9   269.6   563.9  1029.9  1343.7  1500.7  1506.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.78   52.67   55.00
Self wt.  : M     261.1   226.8   169.6    89.6    42.2    44.3     0.0
(Max)       V       4.1     8.1    12.2    16.2    18.2    18.1    19.8
DL-Prec.  : M      44.1    38.3    28.6    15.1     7.1     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.7     3.1     3.1     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.1   113.6    53.5    56.2     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    23.1    23.0    25.1
Diaphragm : M       5.5     4.1     2.7     1.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     107.2    93.1    69.7    36.8    17.3    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.5     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3     9.6    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
LL + I    : M+    774.8   686.2   529.9   287.3   136.8   143.6     0.0
            V      38.9    15.0    27.1    78.5    84.5    84.3    89.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.8    54.7    65.9    78.5    84.5    84.3    89.4
            M     692.6   642.5   505.8   287.3   139.3   146.1     0.0
Total     : M+   1582.9  1387.4  1054.0   563.9   267.1   280.4     0.0
            V      51.7    40.2    64.8   128.6   140.8   140.3   150.6
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    56.5    79.9   103.6   128.6   140.8   140.3   150.6
            M    1500.7  1343.7  1029.9   563.9   269.6   282.9     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    2.22    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    55.4    52.7   111.9   212.0   283.4   326.3   340.6
(Max)       V      24.8    22.7    22.8    20.3    15.2    10.1     5.1     0.0
Self wt.  : M       0.0    39.9    38.0    80.6   152.6   204.1   234.9   245.2
(Min)       V      17.8    16.3    16.4    14.6    11.0     7.3     3.7     0.0
DL-Prec.  : M       0.0     9.4     8.9    18.9    35.8    47.9    55.1    57.5
DC(Max)     V       4.2     3.8     3.8     3.4     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     6.7     6.4    13.6    25.8    34.5    39.7    41.4
DC(Min)     V       3.0     2.8     2.8     2.5     1.9     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    70.2    66.9   142.0   268.8   359.4   413.8   431.9
Haunch (Max)V      31.4    28.7    28.9    25.7    19.3    12.9     6.4     0.0
Deck +    : M       0.0    50.6    48.2   102.2   193.5   258.8   297.9   311.0
Haunch (Min)V      22.6    20.7    20.8    18.5    13.9     9.3     4.6     0.0
Diaphragm : M       0.0     0.7     0.7     1.6     3.3     5.1     6.8     8.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     1.1     2.4     3.7     4.9     6.2
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    22.7    21.7    46.0    87.1   116.4   134.0   139.9
DC(Max)     V      10.2     9.3     9.4     8.3     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    16.4    15.6    33.1    62.7    83.8    96.5   100.7
DC(Min)     V       7.3     6.7     6.7     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0    15.1    14.3    30.4    57.7    77.1    88.8    92.6
DW(Max)     V       6.7     6.2     6.2     5.5     4.1     2.8     1.4     0.0
DL-Comp   : M       0.0     6.5     6.2    13.2    25.0    33.4    38.5    40.1
DW(Min)     V       2.9     2.7     2.7     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   314.2   299.3   628.6  1159.2  1501.0  1695.0  1728.9
            V     195.6   184.3   184.9   171.7    59.4    32.8    85.2    27.1
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   195.6   184.3   184.9   171.7   144.3   119.7    95.8    72.8
            M      -0.0   319.6   304.7   628.6  1106.5  1405.5  1515.1  1447.9
Total     : M+      0.0   487.7   464.6   979.4  1823.9  2390.4  2719.8  2800.1
            V     273.2   255.4   256.3   235.3   107.2    64.8   101.3    27.4
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   273.2   255.4   256.3   235.3   192.1   151.6   111.9    73.1
            M      -0.0   493.1   469.9   979.4  1771.2  2294.8  2539.9  2519.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.78   52.67   55.00
Self wt.  : M     326.3   283.4   212.0   111.9    52.7    55.4     0.0
(Max)       V       5.1    10.1    15.2    20.3    22.8    22.7    24.8
Self wt.  : M     234.9   204.1   152.6    80.6    38.0    39.9     0.0
(Min)       V       3.7     7.3    11.0    14.6    16.4    16.3    17.8
DL-Prec.  : M      55.1    47.9    35.8    18.9     8.9     9.4     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     3.8     3.8     4.2
DL-Prec.  : M      39.7    34.5    25.8    13.6     6.4     6.7     0.0
DC(Min)     V       0.6     1.2     1.9     2.5     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     413.8   359.4   268.8   142.0    66.9    70.2     0.0
Haunch (Max)V       6.4    12.9    19.3    25.7    28.9    28.7    31.4
Deck +    : M     297.9   258.8   193.5   102.2    48.2    50.6     0.0
Haunch (Min)V       4.6     9.3    13.9    18.5    20.8    20.7    22.6
Diaphragm : M       6.8     5.1     3.3     1.6     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       4.9     3.7     2.4     1.1     0.5     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     134.0   116.4    87.1    46.0    21.7    22.7     0.0
DC(Max)     V       2.1     4.2     6.3     8.3     9.4     9.3    10.2
DL-Comp   : M      96.5    83.8    62.7    33.1    15.6    16.4     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     6.7     6.7     7.3
DL-Comp   : M      88.8    77.1    57.7    30.4    14.3    15.1     0.0
DW(Max)     V       1.4     2.8     4.1     5.5     6.2     6.2     6.7
DL-Comp   : M      38.5    33.4    25.0    13.2     6.2     6.5     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.7     2.7     2.9
LL + I    : M+   1695.0  1501.0  1159.2   628.6   299.3   314.2     0.0
            V      85.2    32.8    59.4   171.7   184.9   184.3   195.6
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    95.8   119.7   144.3   171.7   184.9   184.3   195.6
            M    1515.1  1405.5  1106.5   628.6   304.7   319.6     0.0
Total     : M+   2719.8  2390.4  1823.9   979.4   464.6   487.7     0.0
            V     101.3    64.8   107.2   235.3   256.3   255.4   273.2
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   111.9   151.6   192.1   235.3   256.3   255.4   273.2
            M    2539.9  2294.8  1771.2   979.4   469.9   493.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.8             24.8
Deck+Haunch            31.4             31.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.2              4.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           50.9             50.9
DL-Comp.(DW)           33.7             33.7
Live                  135.4            135.4
        Truck         104.6            104.6
        Lane           30.8             30.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, 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    2.22    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    44.3    42.2    89.6   169.6   226.8   261.1   272.5
(Max)       V      19.8    18.1    18.2    16.2    12.2     8.1     4.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     7.5     7.1    15.1    28.6    38.3    44.1    46.0
DC(Max)     V       3.3     3.1     3.1     2.7     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.2    53.5   113.6   215.1   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    23.1    20.6    15.4    10.3     5.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
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    18.2    17.3    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.5     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.0     9.6    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     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   125.9   120.0   247.5   435.3   557.4   604.3   601.2
            V      89.2    82.9    83.3    75.9    62.5    50.0    36.7    33.3
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    89.2    82.9    83.3    75.9    62.5    50.7    40.7    33.3
            M       0.0   125.9   120.0   247.5   435.3   540.2   584.5   601.2
Total     : M+      0.0   262.7   250.3   524.1   959.4  1258.6  1412.3  1445.8
            V     150.4   138.9   139.5   126.0   100.2    75.2    49.4    33.5
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   150.4   138.9   139.5   126.0   100.2    75.9    53.4    33.5
            M       0.0   262.7   250.3   524.1   959.4  1241.4  1392.5  1445.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.78   52.67   55.00
Self wt.  : M     261.1   226.8   169.6    89.6    42.2    44.3     0.0
(Max)       V       4.1     8.1    12.2    16.2    18.2    18.1    19.8
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      44.1    38.3    28.6    15.1     7.1     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.7     3.1     3.1     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.1   113.6    53.5    56.2     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    23.1    23.0    25.1
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       5.5     4.1     2.7     1.2     0.6     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     107.2    93.1    69.7    36.8    17.3    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.5     7.4     8.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      59.2    51.4    38.4    20.3     9.6    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
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+    604.3   557.4   435.3   247.5   120.0   125.9     0.0
            V      36.7    50.0    62.5    75.9    83.3    82.9    89.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.7    50.7    62.5    75.9    83.3    82.9    89.2
            M     584.5   540.2   435.3   247.5   120.0   125.9     0.0
Total     : M+   1412.3  1258.6   959.4   524.1   250.3   262.7     0.0
            V      49.4    75.2   100.2   126.0   139.5   138.9   150.4
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    53.4    75.9   100.2   126.0   139.5   138.9   150.4
            M    1392.5  1241.4   959.4   524.1   250.3   262.7     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.093   0.166   0.295   0.387   0.442   0.461   0.419 
Bottom        -0.077  -0.137  -0.243  -0.319  -0.365  -0.380  -0.346 
 
Prestress
Precast-top   -0.489  -0.489  -0.489  -0.489  -0.489  -0.489  -0.489 
Bottom         1.938   1.938   1.938   1.938   1.938   1.938   1.938 
 
Total
Precast-top   -0.396  -0.323  -0.194  -0.102  -0.047  -0.028  -0.070 
Bottom         1.861   1.801   1.695   1.619   1.573   1.558   1.592 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.78 %)
             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    2.22    4.97   10.60   16.23   21.87   27.50
 
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   0.011   0.010   0.022   0.042   0.056   0.064   0.067 
Precast-top   -0.100  -0.255  -0.248  -0.070   0.258   0.492   0.634   0.683 
Bottom         0.398   1.561   1.504   1.388   1.084   0.866   0.734   0.689 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.093   0.166   0.295   0.387   0.442   0.461   0.419 
Bottom        -0.077  -0.137  -0.243  -0.319  -0.365  -0.380  -0.346 
 
Prestress
Precast-top   -0.489  -0.489  -0.489  -0.489  -0.489  -0.489  -0.489 
Bottom         1.938   1.938   1.938   1.938   1.938   1.938   1.938 
 
Total
Precast-top   -0.396  -0.323  -0.194  -0.102  -0.047  -0.028  -0.070 
Bottom         1.861   1.801   1.695   1.619   1.573   1.558   1.592 
 
As_top  , in2  1.514   1.134   0.506   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.78 %)
             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    2.22    4.97   10.60   16.23   21.87   27.50
 
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    2.22    4.97   10.60   16.23   21.87   27.50
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   0.054   0.051   0.106   0.188   0.242   0.264   0.264 
Precast-top   -0.050  -0.100  -0.098   0.019   0.223   0.367   0.448   0.472 
Bottom         0.199   0.673   0.650   0.483   0.171  -0.042  -0.148  -0.168 
 

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
    273.2    6.5   49.5    0.442   0.0   6.00e-3 50.0    283.7     1.370    2.347      0.14
      0.0    0.3   49.4     41.9 0.189      19.8 0.87    12.00     0.092    1.322 
Transfer:   3.00
    255.4    6.5   49.5    1.996   0.0   2.35e-3 37.2    244.7     0.761    1.760      0.00
    493.1    1.4   48.8    189.0 0.179      39.0 1.74    12.00     0.092    1.398 
Critical:   4.73
    242.1    6.5   49.5    2.198   0.0   1.10e-3 32.8    210.1     0.556    1.320      0.00
    813.2    1.6   48.8    189.0 0.170      58.9 2.63    12.00     0.092    1.472 
0.1L    :   5.63
    235.3    6.5   49.5    2.302   0.0   0.63e-3 31.2    188.5     0.469    0.827      0.00
    979.4    1.6   48.7    189.0 0.165      72.9 3.26    12.00     0.092    1.514 
0.2L    :  11.27
    192.1    6.5   49.5    2.957   0.0   0.85e-3 32.0    148.1     0.381    0.620      0.00
   1771.2    2.1   48.5    189.0 0.135      65.3 2.93    12.00     0.092    1.435 
0.3L    :  16.90
    151.6    6.5   49.5    3.038   0.0   1.68e-3 34.9    121.2     0.349    0.496      0.00
   2294.8    2.1   48.5    189.0 0.107      47.3 2.12    24.00     0.092    1.304 
0.4L    :  22.53
    111.9    6.5   49.5    3.038   0.0   1.92e-3 35.7     80.6     0.239    0.413      0.00
   2539.9    2.1   48.5    189.0 0.079      43.7 1.96    24.00     0.092    1.471 
0.5L    :  28.17
     73.1    6.5   49.5    3.038   0.0   1.42e-3 34.0     29.4     0.092    0.413      0.00
   2519.1    2.1   48.5    189.0 0.052      51.8 2.33    24.00     0.092    2.470 
0.6L    :  33.80
    111.9    6.5   49.5    3.038   0.0   1.92e-3 35.7     80.6     0.239    0.413      0.00
   2539.9    2.1   48.5    189.0 0.079      43.7 1.96    24.00     0.092    1.471 
0.7L    :  39.43
    151.6    6.5   49.5    3.038   0.0   1.68e-3 34.9    121.2     0.349    0.496      0.00
   2294.8    2.1   48.5    189.0 0.107      47.3 2.12    24.00     0.092    1.304 
0.8L    :  45.06
    192.1    6.5   49.5    2.957   0.0   0.85e-3 32.0    148.1     0.381    0.620      0.00
   1771.2    2.1   48.5    189.0 0.135      65.3 2.93    12.00     0.092    1.435 
0.9L    :  50.70
    235.3    6.5   49.5    2.302   0.0   0.63e-3 31.2    188.5     0.469    0.827      0.00
    979.4    1.6   48.7    189.0 0.165      72.9 3.26    12.00     0.092    1.514 
Critical:  51.60
    242.1    6.5   49.5    2.198   0.0   1.10e-3 32.8    210.1     0.556    1.320      0.00
    813.2    1.6   48.8    189.0 0.170      58.9 2.63    12.00     0.092    1.472 
Transfer:  53.33
    255.4    6.5   49.5    1.996   0.0   2.35e-3 37.2    244.7     0.761    1.760      0.00
    493.1    1.4   48.8    189.0 0.179      39.0 1.74    12.00     0.092    1.398 
Bearing :  55.67
    273.2    6.5   49.5    0.442   0.0   6.00e-3 50.0    283.7     1.370    2.347      0.14
      0.0    0.3   49.4     41.9 0.189      19.8 0.87    12.00     0.092    1.322 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.19
 
 
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
    273.2      6.15     49.54    0.32       49.38    24.00      0.300      1.299      0.000      0.000*
Transfer:      2.33
    255.4      5.81     49.54    1.41       48.83    24.00      0.300      1.187      0.000      1.760 
Critical:      4.06
    242.2      5.52     49.54    1.56       48.76    24.00      0.300      1.090      0.000      1.320 
0.1L    :      4.97
    235.3      5.37     49.54    1.63       48.72    24.00      0.300      1.039      0.000      0.827 
0.2L    :     10.60
    192.1      4.40     49.54    2.09       48.49    24.00      0.300      0.717      0.000      0.620 
0.3L    :     16.23
    151.6      3.48     49.54    2.14       48.46    24.00      0.300      0.409      0.000      0.496 
0.4L    :     21.87
    111.9      2.57     49.54    2.14       48.46    24.00      0.300      0.105      0.000      0.413 
0.5L    :     27.50
     73.1      1.68     49.54    2.14       48.46    24.00      0.300      0.000      0.000      0.413 
0.6L    :     33.13
    111.9      2.57     49.54    2.14       48.46    24.00      0.300      0.105      0.000      0.413 
0.7L    :     38.77
    151.6      3.48     49.54    2.14       48.46    24.00      0.300      0.409      0.000      0.496 
0.8L    :     44.40
    192.1      4.40     49.54    2.09       48.49    24.00      0.300      0.717      0.000      0.620 
0.9L    :     50.03
    235.3      5.37     49.54    1.63       48.72    24.00      0.300      1.039      0.000      0.827 
Critical:     50.94
    242.2      5.52     49.54    1.56       48.76    24.00      0.300      1.090      0.000      1.320 
Transfer:     52.67
    255.4      5.81     49.54    1.41       48.83    24.00      0.300      1.187      0.000      1.760 
Bearing :     55.00
    273.2      6.15     49.54    0.32       49.38    24.00      0.300      1.299      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.97 ft
Prestress      :       0.247  1.80      0.445  2.20      0.544
Self Wt.       :      -0.063  1.85     -0.116  2.40     -0.151
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.184            0.329            0.393
 
At 0.2 x L = 10.60 ft
Prestress      :       0.442  1.80      0.795  2.20      0.972
Self Wt.       :      -0.119  1.85     -0.220  2.40     -0.286
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.323            0.575            0.686
 
At 0.3 x L = 16.23 ft
Prestress      :       0.581  1.80      1.045  2.20      1.278
Self Wt.       :      -0.163  1.85     -0.302  2.40     -0.391
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.418            0.744            0.886
 
At 0.4 x L = 21.87 ft
Prestress      :       0.664  1.80      1.195  2.20      1.461
Self Wt.       :      -0.191  1.85     -0.353  2.40     -0.458
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.473            0.842            1.003
 
At 0.5 x L = 27.50 ft
Prestress      :       0.692  1.80      1.245  2.20      1.522
Self Wt.       :      -0.200  1.85     -0.371  2.40     -0.481
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.491            0.874            1.041
 
At 0.6 x L = 33.13 ft
Prestress      :       0.664  1.80      1.195  2.20      1.461
Self Wt.       :      -0.191  1.85     -0.353  2.40     -0.458
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.473            0.842            1.003
 
At 0.7 x L = 38.77 ft
Prestress      :       0.581  1.80      1.045  2.20      1.278
Self Wt.       :      -0.163  1.85     -0.302  2.40     -0.391
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.418            0.744            0.886
 
At 0.8 x L = 44.40 ft
Prestress      :       0.442  1.80      0.795  2.20      0.972
Self Wt.       :      -0.119  1.85     -0.220  2.40     -0.286
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.323            0.575            0.686
 
At 0.9 x L = 50.03 ft
Prestress      :       0.247  1.80      0.445  2.20      0.544
Self Wt.       :      -0.063  1.85     -0.116  2.40     -0.151
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.184            0.329            0.393
 

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
   487.7    49.5  1.996  267.5    1.7   1.41   2172.5  0.089T 1.00       -       -     -     -  
H/2     :   2.22
   464.6    49.5  1.919  267.6    1.6   1.36   2090.2  0.093T 1.00       -       -     -     -  
0.1L    :   4.97
   979.4    49.5  2.302  267.1    1.9   1.63   2496.3  0.077T 1.00       -       -     -     -  
0.2L    :  10.60
  1823.9    49.5  2.957  266.3    2.5   2.09   3181.1  0.060T 1.00       -       -     -     -  
0.3L    :  16.23
  2390.4    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    695.9   695.9    4.69    -  
0.4L    :  21.87
  2719.8    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    648.3   648.3    5.04    -  
0.5L    :  27.50
  2800.1    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    631.9   631.9    5.17    -  
0.6L    :  33.13
  2719.8    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    648.3   648.3    5.04    -  
0.7L    :  38.77
  2390.4    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    695.9   695.9    4.69    -  
0.8L    :  44.40
  1823.9    49.5  2.957  266.3    2.5   2.09   3181.1  0.060T 1.00       -       -     -     -  
0.9L    :  50.03
   979.4    49.5  2.302  267.1    1.9   1.63   2496.3  0.077T 1.00       -       -     -     -  
H/2     :  52.78
   464.6    49.5  1.919  267.6    1.6   1.36   2090.2  0.093T 1.00       -       -     -     -  
Transfer:  52.67
   487.7    49.5  1.996  267.5    1.7   1.41   2172.5  0.089T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.004
        M   2.00 Fb     0.216
 
  2   2 E   6.00 Ft    -0.040
        M   6.00 Fb     0.472
 
  3   2 E   6.00 Ft    -0.084
        M   6.00 Fb     0.727
 
  4   2 E   6.00 Ft    -0.128
        M   6.00 Fb     0.982
 
  5   2 E   2.00 Ft    -0.217
        M   2.00 Fb     1.275
 
  6   2 E   2.00 Ft    -0.306
        M   2.00 Fb     1.568
 
  7   2 E   2.00 Ft    -0.396
        M   2.00 Fb     1.861
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 56.33            Release Length, ft: 56.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.47 %               Final losses: 11.55 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.861     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.396       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)                  3265.59     2800.10     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   0.683     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.561    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   0.472     Midspan
    Pre.Bot:                                                             2.000   0.673    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  27.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.692  1.80      1.245  2.20      1.522
Self Wt.       :      -0.200  1.85     -0.371  2.40     -0.481
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.491            0.874            1.041
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              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   55.00
     DC  Line       0.076      0.00       0.076   55.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    27.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 56.330 ft
Release length = 56.330 ft
Design  length = 55.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.815   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.915   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.008   (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                  =        691.8 in2           1409.6 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           469771 in4#
Ht. of c.g.           =        20.74 in             35.28 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1525.4 plf   
Mom. of Inertia (Iyy) =      36166.0 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     2.22     4.97    10.60    16.23    21.87    27.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    695.5    708.3    707.6    708.3    708.3    708.3    708.3    708.3
  Yb      ,  in    20.65    20.34    20.36    20.34    20.34    20.34    20.34    20.34
  MI(Ixx) , in4   180025   183638   183461   183638   183638   183638   183638   183638
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1413.1   1425.4   1424.8   1425.4   1425.4   1425.4   1425.4   1425.4
  Yb      ,  in    35.20    34.92    34.94    34.92    34.92    34.92    34.92    34.92
  MI(Ixx) , in4   473255   485351   484754   485351   485351   485351   485351   485351

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.71 in):
     8 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.926 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.907 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.128 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)       
-------------------------------------------------------------------------------------
       788.620         740 583.579     10.023 40592.895   587.334     356.565        
 
 
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       4.50       0.1250      2.0000     No
      2      US#6[M19]       60.00        0.88       6.00       2.0000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      7.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.4167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      11.4167     17.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      17.6670     38.6660    Yes
      2      US#5[M16]       60.00        0.62      15.00      38.6660     44.9163    Yes
      2      US#5[M16]       60.00        0.62      12.00      44.9163     48.9163    Yes
      2      US#5[M16]       60.00        0.62       9.00      48.9163     51.1663    Yes
      2      US#6[M19]       60.00        0.88       8.00      51.1663     51.8330    Yes
      2      US#6[M19]       60.00        0.88       6.00      51.8330     54.3330    Yes
      2      US#6[M19]       60.00        0.88       4.50      54.3330     56.2080     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 56.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  3.71 in
         P_init    =      595.5 kips  Ecc = 17.03 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.76 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.363 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.36 ksi    0.00 ksi
    due to Composite Loads                                 -0.83 ksi    0.00 ksi
    due to Live Loads                                      -3.70 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                         7.83 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.76 ksi  ( 4.47 %)            14.24 ksi ( 7.26 %)
Total Prestress Losses                                    23.00 ksi (11.73 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    44.3    42.2    89.6   169.6   226.8   261.1   272.5
(Max)       V      19.8    18.1    18.2    16.2    12.2     8.1     4.1     0.0
DL-Prec.  : M       0.0     6.8     6.5    13.8    26.2    35.0    40.3    42.0
DC(Max)     V       3.1     2.8     2.8     2.5     1.9     1.3     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    49.5    47.1   100.0   189.4   253.2   291.6   304.3
Haunch (Max)V      22.1    20.3    20.3    18.1    13.6     9.1     4.5     0.0
Diaphragm : M       0.0     0.3     0.3     0.6     1.3     2.0     2.7     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    18.2    17.3    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.5     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0     9.6    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   175.7   167.4   351.5   648.3   839.4   947.9   966.9
            V      97.9    92.2    92.5    85.9    29.7    16.4    42.6    13.5
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    97.9    92.2    92.5    85.9    72.2    59.9    47.9    36.4
            M      -0.0   178.7   170.4   351.5   618.8   786.0   847.3   809.7
Total     : M+      0.0   304.9   290.4   612.6  1142.9  1501.0  1709.9  1762.8
            V     155.6   145.1   145.6   133.2    65.3    40.2    54.6    13.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   155.6   145.1   145.6   133.2   107.7    83.6    59.8    36.5
            M      -0.0   307.9   293.4   612.6  1113.4  1447.6  1609.3  1605.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.78   52.67   55.00
Self wt.  : M     261.1   226.8   169.6    89.6    42.2    44.3     0.0
(Max)       V       4.1     8.1    12.2    16.2    18.2    18.1    19.8
DL-Prec.  : M      40.3    35.0    26.2    13.8     6.5     6.8     0.0
DC(Max)     V       0.6     1.3     1.9     2.5     2.8     2.8     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     291.6   253.2   189.4   100.0    47.1    49.5     0.0
Haunch (Max)V       4.5     9.1    13.6    18.1    20.3    20.3    22.1
Diaphragm : M       2.7     2.0     1.3     0.6     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     107.2    93.1    69.7    36.8    17.3    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.5     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3     9.6    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
LL + I    : M+    947.9   839.4   648.3   351.5   167.4   175.7     0.0
            V      42.6    16.4    29.7    85.9    92.5    92.2    97.9
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    47.9    59.9    72.2    85.9    92.5    92.2    97.9
            M     847.3   786.0   618.8   351.5   170.4   178.7     0.0
Total     : M+   1709.9  1501.0  1142.9   612.6   290.4   304.9     0.0
            V      54.6    40.2    65.3   133.2   145.6   145.1   155.6
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    59.8    83.6   107.7   133.2   145.6   145.1   155.6
            M    1609.3  1447.6  1113.4   612.6   293.4   307.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               19.8             19.8
Deck+Haunch            22.1             22.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.1              3.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           40.7             40.7
DL-Comp.(DW)           22.5             22.5
Live                   77.4             77.4
        Truck          59.8             59.8
        Lane           17.6             17.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, 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    2.22    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    44.3    42.2    89.6   169.6   226.8   261.1   272.5
(Max)       V      19.8    18.1    18.2    16.2    12.2     8.1     4.1     0.0
DL-Prec.  : M       0.0     6.8     6.5    13.8    26.2    35.0    40.3    42.0
DC(Max)     V       3.1     2.8     2.8     2.5     1.9     1.3     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    49.5    47.1   100.0   189.4   253.2   291.6   304.3
Haunch (Max)V      22.1    20.3    20.3    18.1    13.6     9.1     4.5     0.0
Diaphragm : M       0.0     0.3     0.3     0.6     1.3     2.0     2.7     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    18.2    17.3    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.5     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0     9.6    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   140.6   133.9   281.2   518.6   671.6   758.3   773.5
            V      78.3    73.8    74.0    68.7    23.8    13.1    34.1    10.8
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    78.3    73.8    74.0    68.7    57.7    47.9    38.3    29.1
            M      -0.0   143.0   136.3   281.2   495.1   628.8   677.8   647.8
Total     : M+      0.0   269.7   256.9   542.3  1013.2  1333.1  1520.3  1569.5
            V     136.1   126.7   127.1   116.1    59.3    36.9    46.0    11.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   136.1   126.7   127.1   116.1    93.3    71.6    50.3    29.3
            M      -0.0   272.2   259.3   542.3   989.6  1290.4  1439.9  1443.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.78   52.67   55.00
Self wt.  : M     261.1   226.8   169.6    89.6    42.2    44.3     0.0
(Max)       V       4.1     8.1    12.2    16.2    18.2    18.1    19.8
DL-Prec.  : M      40.3    35.0    26.2    13.8     6.5     6.8     0.0
DC(Max)     V       0.6     1.3     1.9     2.5     2.8     2.8     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     291.6   253.2   189.4   100.0    47.1    49.5     0.0
Haunch (Max)V       4.5     9.1    13.6    18.1    20.3    20.3    22.1
Diaphragm : M       2.7     2.0     1.3     0.6     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     107.2    93.1    69.7    36.8    17.3    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.5     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3     9.6    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
LL + I    : M+    758.3   671.6   518.6   281.2   133.9   140.6     0.0
            V      34.1    13.1    23.8    68.7    74.0    73.8    78.3
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    38.3    47.9    57.7    68.7    74.0    73.8    78.3
            M     677.8   628.8   495.1   281.2   136.3   143.0     0.0
Total     : M+   1520.3  1333.1  1013.2   542.3   256.9   269.7     0.0
            V      46.0    36.9    59.3   116.1   127.1   126.7   136.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    50.3    71.6    93.3   116.1   127.1   126.7   136.1
            M    1439.9  1290.4   989.6   542.3   259.3   272.2     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    55.4    52.7   111.9   212.0   283.4   326.3   340.6
(Max)       V      24.8    22.7    22.8    20.3    15.2    10.1     5.1     0.0
Self wt.  : M       0.0    39.9    38.0    80.6   152.6   204.1   234.9   245.2
(Min)       V      17.8    16.3    16.4    14.6    11.0     7.3     3.7     0.0
DL-Prec.  : M       0.0     8.5     8.1    17.3    32.7    43.7    50.3    52.5
DC(Max)     V       3.8     3.5     3.5     3.1     2.3     1.6     0.8     0.0
DL-Prec.  : M       0.0     6.2     5.9    12.4    23.5    31.5    36.2    37.8
DC(Min)     V       2.8     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
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    61.9    58.9   125.0   236.8   316.6   364.4   380.4
Haunch (Max)V      27.7    25.3    25.4    22.7    17.0    11.3     5.7     0.0
Deck +    : M       0.0    44.5    42.4    90.0   170.5   227.9   262.4   273.9
Haunch (Min)V      19.9    18.2    18.3    16.3    12.2     8.2     4.1     0.0
Diaphragm : M       0.0     0.4     0.3     0.8     1.7     2.5     3.4     4.3
(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     0.6     1.2     1.8     2.5     3.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    22.7    21.7    46.0    87.1   116.4   134.0   139.9
DC(Max)     V      10.2     9.3     9.4     8.3     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    16.4    15.6    33.1    62.7    83.8    96.5   100.7
DC(Min)     V       7.3     6.7     6.7     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0    15.1    14.3    30.4    57.7    77.1    88.8    92.6
DW(Max)     V       6.7     6.2     6.2     5.5     4.1     2.8     1.4     0.0
DL-Comp   : M       0.0     6.5     6.2    13.2    25.0    33.4    38.5    40.1
DW(Min)     V       2.9     2.7     2.7     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   307.5   292.9   615.2  1134.5  1469.0  1658.8  1692.0
            V     171.3   161.4   161.9   150.3    52.0    28.8    74.6    23.7
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   171.3   161.4   161.9   150.3   126.3   104.8    83.8    63.7
            M      -0.0   312.8   298.2   615.2  1082.9  1375.5  1482.8  1417.0
Total     : M+      0.0   471.4   449.1   946.6  1762.3  2308.8  2626.1  2702.4
            V     244.6   228.5   229.3   210.4    97.1    58.9    89.7    23.9
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   244.6   228.5   229.3   210.4   171.4   134.9    99.0    63.9
            M      -0.0   476.7   454.3   946.6  1710.8  2215.3  2450.1  2427.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.78   52.67   55.00
Self wt.  : M     326.3   283.4   212.0   111.9    52.7    55.4     0.0
(Max)       V       5.1    10.1    15.2    20.3    22.8    22.7    24.8
Self wt.  : M     234.9   204.1   152.6    80.6    38.0    39.9     0.0
(Min)       V       3.7     7.3    11.0    14.6    16.4    16.3    17.8
DL-Prec.  : M      50.3    43.7    32.7    17.3     8.1     8.5     0.0
DC(Max)     V       0.8     1.6     2.3     3.1     3.5     3.5     3.8
DL-Prec.  : M      36.2    31.5    23.5    12.4     5.9     6.2     0.0
DC(Min)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.8
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     364.4   316.6   236.8   125.0    58.9    61.9     0.0
Haunch (Max)V       5.7    11.3    17.0    22.7    25.4    25.3    27.7
Deck +    : M     262.4   227.9   170.5    90.0    42.4    44.5     0.0
Haunch (Min)V       4.1     8.2    12.2    16.3    18.3    18.2    19.9
Diaphragm : M       3.4     2.5     1.7     0.8     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.5     1.8     1.2     0.6     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     134.0   116.4    87.1    46.0    21.7    22.7     0.0
DC(Max)     V       2.1     4.2     6.3     8.3     9.4     9.3    10.2
DL-Comp   : M      96.5    83.8    62.7    33.1    15.6    16.4     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     6.7     6.7     7.3
DL-Comp   : M      88.8    77.1    57.7    30.4    14.3    15.1     0.0
DW(Max)     V       1.4     2.8     4.1     5.5     6.2     6.2     6.7
DL-Comp   : M      38.5    33.4    25.0    13.2     6.2     6.5     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.7     2.7     2.9
LL + I    : M+   1658.8  1469.0  1134.5   615.2   292.9   307.5     0.0
            V      74.6    28.8    52.0   150.3   161.9   161.4   171.3
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    83.8   104.8   126.3   150.3   161.9   161.4   171.3
            M    1482.8  1375.5  1082.9   615.2   298.2   312.8     0.0
Total     : M+   2626.1  2308.8  1762.3   946.6   449.1   471.4     0.0
            V      89.7    58.9    97.1   210.4   229.3   228.5   244.6
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    99.0   134.9   171.4   210.4   229.3   228.5   244.6
            M    2450.1  2215.3  1710.8   946.6   454.3   476.7     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.8             24.8
Deck+Haunch            27.7             27.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.8              3.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           50.9             50.9
DL-Comp.(DW)           33.7             33.7
Live                  135.4            135.4
        Truck         104.6            104.6
        Lane           30.8             30.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, 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    2.22    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    44.3    42.2    89.6   169.6   226.8   261.1   272.5
(Max)       V      19.8    18.1    18.2    16.2    12.2     8.1     4.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.8     6.5    13.8    26.2    35.0    40.3    42.0
DC(Max)     V       3.1     2.8     2.8     2.5     1.9     1.3     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    49.5    47.1   100.0   189.4   253.2   291.6   304.3
Haunch (Max)V      22.1    20.3    20.3    18.1    13.6     9.1     4.5     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     0.3     0.6     1.3     2.0     2.7     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     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    18.2    17.3    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.5     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.0     9.6    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   166.6   158.8   327.5   576.0   737.5   799.5   795.4
            V      97.6    90.8    91.1    83.0    68.4    54.7    40.1    36.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    97.6    90.8    91.1    83.0    68.4    55.5    44.5    36.4
            M       0.0   166.6   158.8   327.5   576.0   714.8   773.3   795.4
Total     : M+      0.0   295.8   281.8   588.6  1070.6  1399.0  1561.5  1591.4
            V     155.4   143.7   144.2   130.4   104.0    78.5    52.1    36.6
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   155.4   143.7   144.2   130.4   104.0    79.2    56.5    36.6
            M       0.0   295.8   281.8   588.6  1070.6  1376.3  1535.3  1591.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.78   52.67   55.00
Self wt.  : M     261.1   226.8   169.6    89.6    42.2    44.3     0.0
(Max)       V       4.1     8.1    12.2    16.2    18.2    18.1    19.8
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      40.3    35.0    26.2    13.8     6.5     6.8     0.0
DC(Max)     V       0.6     1.3     1.9     2.5     2.8     2.8     3.1
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     291.6   253.2   189.4   100.0    47.1    49.5     0.0
Haunch (Max)V       4.5     9.1    13.6    18.1    20.3    20.3    22.1
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       2.7     2.0     1.3     0.6     0.3     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     107.2    93.1    69.7    36.8    17.3    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.5     7.4     8.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      59.2    51.4    38.4    20.3     9.6    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
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+    799.5   737.5   576.0   327.5   158.8   166.6     0.0
            V      40.1    54.7    68.4    83.0    91.1    90.8    97.6
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    44.5    55.5    68.4    83.0    91.1    90.8    97.6
            M     773.3   714.8   576.0   327.5   158.8   166.6     0.0
Total     : M+   1561.5  1399.0  1070.6   588.6   281.8   295.8     0.0
            V      52.1    78.5   104.0   130.4   144.2   143.7   155.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    56.5    79.2   104.0   130.4   144.2   143.7   155.4
            M    1535.3  1376.3  1070.6   588.6   281.8   295.8     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.093   0.166   0.295   0.387   0.442   0.461   0.419 
Bottom        -0.077  -0.137  -0.243  -0.319  -0.365  -0.380  -0.346 
 
Prestress
Precast-top   -0.489  -0.489  -0.489  -0.489  -0.489  -0.489  -0.489 
Bottom         1.938   1.938   1.938   1.938   1.938   1.938   1.938 
 
Total
Precast-top   -0.396  -0.323  -0.194  -0.102  -0.047  -0.028  -0.070 
Bottom         1.861   1.801   1.695   1.619   1.573   1.558   1.592 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.78 %)
             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    2.22    4.97   10.60   16.23   21.87   27.50
 
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   0.011   0.024   0.045   0.061   0.070   0.073 
Precast-top   -0.100  -0.267  -0.258  -0.093   0.213   0.433   0.565   0.610 
Bottom         0.398   1.570   1.514   1.408   1.122   0.917   0.793   0.752 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.093   0.166   0.295   0.387   0.442   0.461   0.419 
Bottom        -0.077  -0.137  -0.243  -0.319  -0.365  -0.380  -0.346 
 
Prestress
Precast-top   -0.489  -0.489  -0.489  -0.489  -0.489  -0.489  -0.489 
Bottom         1.938   1.938   1.938   1.938   1.938   1.938   1.938 
 
Total
Precast-top   -0.396  -0.323  -0.194  -0.102  -0.047  -0.028  -0.070 
Bottom         1.861   1.801   1.695   1.619   1.573   1.558   1.592 
 
As_top  , in2  1.514   1.134   0.506   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.78 %)
             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    2.22    4.97   10.60   16.23   21.87   27.50
 
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    2.22    4.97   10.60   16.23   21.87   27.50
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   0.076   0.073   0.150   0.265   0.341   0.372   0.371 
Precast-top   -0.050  -0.092  -0.090   0.035   0.250   0.400   0.482   0.503 
Bottom         0.199   0.641   0.620   0.421   0.064  -0.178  -0.294  -0.311 
 

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
    244.6    6.5   49.5    0.443   0.0   6.00e-3 50.0    252.0     1.217    2.347      0.00
      0.0    0.4   49.4     41.9 0.169      19.8 0.87    12.00     0.092    1.476 
Transfer:   3.00
    228.5    6.5   49.5    2.000   0.0   1.39e-3 33.9    201.2     0.554    1.760      0.00
    476.7    1.6   48.7    189.0 0.160      52.7 2.35    12.00     0.092    1.559 
Critical:   4.72
    216.6    6.5   49.5    2.201   0.0   0.28e-3 30.0    151.8     0.360    1.320      0.00
    784.6    1.8   48.6    189.0 0.152      88.9 3.98    12.00     0.092    1.642 
0.1L    :   5.63
    210.4    6.5   49.5    2.306   0.0   0.12e-3 29.4    135.8     0.315    0.827      0.00
    946.6    1.9   48.6    189.0 0.148      98.0 4.39    12.00     0.092    1.689 
0.2L    :  11.27
    171.4    6.5   49.5    2.961   0.0   0.43e-3 30.5    109.9     0.268    0.620      0.00
   1710.8    2.4   48.3    189.0 0.121      80.6 3.63    24.00     0.092    1.758 
0.3L    :  16.90
    134.9    6.5   49.5    3.038   0.0   1.28e-3 33.5     95.5     0.262    0.496      0.00
   2215.3    2.4   48.3    189.0 0.095      54.3 2.45    24.00     0.092    1.571 
0.4L    :  22.53
     99.0    6.5   49.5    3.038   0.0   1.54e-3 34.4     60.5     0.171    0.413      0.00
   2450.1    2.4   48.3    189.0 0.070      49.5 2.23    24.00     0.092    1.776 
0.5L    :  28.17
     63.9    6.5   49.5    3.038   0.0   1.07e-3 32.7     11.8     0.092    0.413      0.00
   2427.4    2.4   48.3    189.0 0.045      59.1 2.66    24.00     0.092    3.022 
0.6L    :  33.80
     99.0    6.5   49.5    3.038   0.0   1.54e-3 34.4     60.5     0.171    0.413      0.00
   2450.1    2.4   48.3    189.0 0.070      49.5 2.23    24.00     0.092    1.776 
0.7L    :  39.43
    134.9    6.5   49.5    3.038   0.0   1.28e-3 33.5     95.5     0.262    0.496      0.00
   2215.3    2.4   48.3    189.0 0.095      54.3 2.45    24.00     0.092    1.571 
0.8L    :  45.06
    171.4    6.5   49.5    2.961   0.0   0.43e-3 30.5    109.9     0.268    0.620      0.00
   1710.8    2.4   48.3    189.0 0.121      80.6 3.63    24.00     0.092    1.758 
0.9L    :  50.70
    210.4    6.5   49.5    2.306   0.0   0.12e-3 29.4    135.8     0.315    0.827      0.00
    946.6    1.9   48.6    189.0 0.148      98.0 4.39    12.00     0.092    1.689 
Critical:  51.61
    216.6    6.5   49.5    2.201   0.0   0.28e-3 30.0    151.8     0.360    1.320      0.00
    784.6    1.8   48.6    189.0 0.152      88.9 3.98    12.00     0.092    1.642 
Transfer:  53.33
    228.5    6.5   49.5    2.000   0.0   1.39e-3 33.9    201.2     0.554    1.760      0.00
    476.7    1.6   48.7    189.0 0.160      52.7 2.35    12.00     0.092    1.559 
Bearing :  55.67
    244.6    6.5   49.5    0.443   0.0   6.00e-3 50.0    252.0     1.217    2.347      0.00
      0.0    0.4   49.4     41.9 0.169      19.8 0.87    12.00     0.092    1.476 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.19
 
 
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
    244.6      5.51     49.54    0.36       49.36    24.00      0.300      1.086      0.000      0.000*
Transfer:      2.33
    228.5      5.21     49.54    1.61       48.73    24.00      0.300      0.987      0.000      1.760 
Critical:      4.05
    216.7      4.95     49.54    1.77       48.65    24.00      0.300      0.900      0.000      1.320 
0.1L    :      4.97
    210.4      4.81     49.54    1.86       48.61    24.00      0.300      0.853      0.000      0.827 
0.2L    :     10.60
    171.4      3.94     49.54    2.37       48.35    24.00      0.300      0.563      0.000      0.620 
0.3L    :     16.23
    134.9      3.10     49.54    2.43       48.32    24.00      0.300      0.284      0.000      0.496 
0.4L    :     21.87
     99.0      2.28     49.54    2.43       48.32    24.00      0.300      0.009      0.000      0.413 
0.5L    :     27.50
     63.9      1.47     49.54    2.43       48.32    24.00      0.300      0.000      0.000      0.413 
0.6L    :     33.13
     99.0      2.28     49.54    2.43       48.32    24.00      0.300      0.009      0.000      0.413 
0.7L    :     38.77
    134.9      3.10     49.54    2.43       48.32    24.00      0.300      0.284      0.000      0.496 
0.8L    :     44.40
    171.4      3.94     49.54    2.37       48.35    24.00      0.300      0.563      0.000      0.620 
0.9L    :     50.03
    210.4      4.81     49.54    1.86       48.61    24.00      0.300      0.853      0.000      0.827 
Critical:     50.95
    216.7      4.95     49.54    1.77       48.65    24.00      0.300      0.900      0.000      1.320 
Transfer:     52.67
    228.5      5.21     49.54    1.61       48.73    24.00      0.300      0.987      0.000      1.760 
Bearing :     55.00
    244.6      5.51     49.54    0.36       49.36    24.00      0.300      1.086      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.97 ft
Prestress      :       0.247  1.80      0.445  2.20      0.544
Self Wt.       :      -0.063  1.85     -0.116  2.40     -0.151
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.184            0.329            0.393
 
At 0.2 x L = 10.60 ft
Prestress      :       0.442  1.80      0.795  2.20      0.972
Self Wt.       :      -0.119  1.85     -0.220  2.40     -0.286
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.323            0.575            0.686
 
At 0.3 x L = 16.23 ft
Prestress      :       0.581  1.80      1.045  2.20      1.278
Self Wt.       :      -0.163  1.85     -0.302  2.40     -0.391
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.418            0.744            0.886
 
At 0.4 x L = 21.87 ft
Prestress      :       0.664  1.80      1.195  2.20      1.461
Self Wt.       :      -0.191  1.85     -0.353  2.40     -0.458
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.473            0.842            1.003
 
At 0.5 x L = 27.50 ft
Prestress      :       0.692  1.80      1.245  2.20      1.522
Self Wt.       :      -0.200  1.85     -0.371  2.40     -0.481
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.491            0.874            1.041
 
At 0.6 x L = 33.13 ft
Prestress      :       0.664  1.80      1.195  2.20      1.461
Self Wt.       :      -0.191  1.85     -0.353  2.40     -0.458
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.473            0.842            1.003
 
At 0.7 x L = 38.77 ft
Prestress      :       0.581  1.80      1.045  2.20      1.278
Self Wt.       :      -0.163  1.85     -0.302  2.40     -0.391
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.418            0.744            0.886
 
At 0.8 x L = 44.40 ft
Prestress      :       0.442  1.80      0.795  2.20      0.972
Self Wt.       :      -0.119  1.85     -0.220  2.40     -0.286
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.323            0.575            0.686
 
At 0.9 x L = 50.03 ft
Prestress      :       0.247  1.80      0.445  2.20      0.544
Self Wt.       :      -0.063  1.85     -0.116  2.40     -0.151
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.184            0.329            0.393
 

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
   471.4    49.5  2.000  267.1    1.9   1.61   2169.5  0.078T 1.00       -       -     -     -  
H/2     :   2.22
   449.1    49.5  1.923  267.2    1.8   1.55   2087.6  0.081T 1.00       -       -     -     -  
0.1L    :   4.97
   946.6    49.5  2.306  266.7    2.2   1.86   2491.3  0.067T 1.00       -       -     -     -  
0.2L    :  10.60
  1762.3    49.5  2.961  265.7    2.8   2.37   3170.6  0.052T 1.00       -       -     -     -  
0.3L    :  16.23
  2308.8    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00    715.4   715.4    4.54    -  
0.4L    :  21.87
  2626.1    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00    673.0   673.0    4.83    -  
0.5L    :  27.50
  2702.4    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00    658.6   658.6    4.93    -  
0.6L    :  33.13
  2626.1    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00    673.0   673.0    4.83    -  
0.7L    :  38.77
  2308.8    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00    715.4   715.4    4.54    -  
0.8L    :  44.40
  1762.3    49.5  2.961  265.7    2.8   2.37   3170.6  0.052T 1.00    785.9   785.9    4.03    -  
0.9L    :  50.03
   946.6    49.5  2.306  266.7    2.2   1.86   2491.3  0.067T 1.00       -       -     -     -  
H/2     :  52.78
   449.1    49.5  1.923  267.2    1.8   1.55   2087.6  0.081T 1.00       -       -     -     -  
Transfer:  52.67
   471.4    49.5  2.000  267.1    1.9   1.61   2169.5  0.078T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.004
        M   2.00 Fb     0.216
 
  2   2 E   6.00 Ft    -0.040
        M   6.00 Fb     0.472
 
  3   2 E   6.00 Ft    -0.084
        M   6.00 Fb     0.727
 
  4   2 E   6.00 Ft    -0.128
        M   6.00 Fb     0.982
 
  5   2 E   2.00 Ft    -0.217
        M   2.00 Fb     1.275
 
  6   2 E   2.00 Ft    -0.306
        M   2.00 Fb     1.568
 
  7   2 E   2.00 Ft    -0.396
        M   2.00 Fb     1.861
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 56.33            Release Length, ft: 56.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.47 %               Final losses: 11.73 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.861     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.396       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)                  3249.35     2702.44     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   0.073     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.610     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.570    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   0.503     Midspan
    Pre.Bot:                                                             2.000   0.641    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  27.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.692  1.80      1.245  2.20      1.522
Self Wt.       :      -0.200  1.85     -0.371  2.40     -0.481
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.491            0.874            1.041
 
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

