 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTC35 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 35 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 1.75 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_8c2e.tmp\BTC35\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 =     36.330
Bearing-to-bearing, ft =     35.000
Release span      , ft =     36.330
 
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   35.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   35.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   35.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   35.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   35.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   35.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   35.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   35.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   35.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   35.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   35.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   17.500
   1    2        0.500   17.500
   1    3        0.500   17.500
   1    4        0.500   17.500
   1    5        0.250   17.500
 
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   35.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   35.00   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    0.121     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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 4.00 in):
 
  4 @  2.000 in 4 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    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  6.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  6.6667  9.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  9.6670 12.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 12.1670 24.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 24.1631 26.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 26.6631 29.6634 Yes       
       2 US#5[M16]  60.0  0.62    9.00 29.6634 31.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 31.1634 31.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 31.8301 34.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 34.3301 36.2051 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 36.3300       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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 4.00 in):
 
  4 @  2.000 in 4 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    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  6.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  6.6667  9.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  9.6670 12.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 12.1670 24.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 24.1631 26.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 26.6631 29.6634 Yes       
       2 US#5[M16]  60.0  0.62    9.00 29.6634 31.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 31.1634 31.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 31.8301 34.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 34.3301 36.2051 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 36.3300       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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 4.00 in):
 
  4 @  2.000 in 4 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    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  6.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  6.6667  9.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  9.6670 12.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 12.1670 24.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 24.1631 26.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 26.6631 29.6634 Yes       
       2 US#5[M16]  60.0  0.62    9.00 29.6634 31.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 31.1634 31.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 31.8301 34.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 34.3301 36.2051 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 36.3300       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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 4.00 in):
 
  4 @  2.000 in 4 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    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  6.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  6.6667  9.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  9.6670 12.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 12.1670 24.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 24.1631 26.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 26.6631 29.6634 Yes       
       2 US#5[M16]  60.0  0.62    9.00 29.6634 31.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 31.1634 31.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 31.8301 34.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 34.3301 36.2051 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 36.3300       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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 4.00 in):
 
  4 @  2.000 in 4 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    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  6.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  6.6667  9.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  9.6670 12.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 12.1670 24.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 24.1631 26.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 26.6631 29.6634 Yes       
       2 US#5[M16]  60.0  0.62    9.00 29.6634 31.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 31.1634 31.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 31.8301 34.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 34.3301 36.2051 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 36.3300       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   35.00
     DC  Line       0.052      0.00       0.052   35.00
     DC  Line       0.076      0.00       0.076   35.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    17.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 36.330 ft
Release length = 36.330 ft
Design  length = 35.000 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)  : 0.923   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.891   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.981   (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     2.97     6.60    10.23    13.87    17.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    693.9    701.2    700.9    701.2    701.2    701.2    701.2    701.2
  Yb      ,  in    20.69    20.52    20.52    20.52    20.52    20.52    20.52    20.52
  MI(Ixx) , in4   179554   181575   181475   181575   181575   181575   181575   181575
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1411.6   1418.6   1418.3   1418.6   1418.6   1418.6   1418.6   1418.6
  Yb      ,  in    35.23    35.08    35.08    35.08    35.08    35.08    35.08    35.08
  MI(Ixx) , in4   471728   478555   478217   478555   478555   478555   478555   478555

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:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 4.00 in):
     4 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.893 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.866 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.048 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)       
-------------------------------------------------------------------------------------
       290.640         740 215.074      6.464 26180.365   446.669     229.967        
 
 
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      6.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       6.6667      9.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00       9.6670     12.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      12.1670     24.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.1631     26.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      26.6631     29.6634    Yes
      2      US#5[M16]       60.00        0.62       9.00      29.6634     31.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      31.1634     31.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      31.8301     34.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      34.3301     36.2051     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 36.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg =  4.00 in
         P_init    =      340.3 kips  Ecc = 16.74 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     5.45 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.848 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.02 ksi    0.00 ksi
    due to Composite Loads                                 -0.34 ksi    0.00 ksi
    due to Live Loads                                      -2.19 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                         4.47 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  5.45 ksi  ( 2.78 %)            14.23 ksi ( 7.26 %)
Total Prestress Losses                                    19.68 ksi (10.04 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 176.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    27.5    26.2    34.3    67.5    91.3   105.6   110.3
(Max)       V      12.6    10.9    11.0    10.5     7.9     5.2     2.6     0.0
DL-Prec.  : M       0.0     6.2     5.9     7.8    15.3    20.7    23.9    25.0
DC(Max)     V       2.9     2.5     2.5     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    30.7    29.3    38.3    75.4   102.0   117.9   123.2
Haunch (Max)V      14.1    12.2    12.3    11.7     8.8     5.8     2.9     0.0
Diaphragm : M       0.0     0.3     0.3     0.4     0.8     1.3     1.7     2.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.3    10.8    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.5     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     6.2     5.9     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.5     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   156.8   149.7   194.2   366.4   480.3   549.3   566.0
            V      79.9    71.1    71.5    68.6    57.0    14.8     6.0    28.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    79.9    71.1    71.5    68.6    57.2    47.3    39.4    31.7
            M       0.0   157.5   150.5   194.2   354.7   455.5   513.5   520.8
Total     : M+      0.0   239.0   228.1   296.6   568.6   753.8   865.8   897.1
            V     117.6   103.7   104.4   100.0    80.5    30.6    13.9    29.0
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   117.6   103.7   104.4   100.0    80.7    63.1    47.3    31.8
            M       0.0   239.7   228.9   296.6   556.9   729.0   830.0   851.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   32.78   32.67   35.00
Self wt.  : M     105.6    91.3    67.5    34.3    26.2    27.5     0.0
(Max)       V       2.6     5.2     7.9    10.5    11.0    10.9    12.6
DL-Prec.  : M      23.9    20.7    15.3     7.8     5.9     6.2     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.5     2.5     2.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     117.9   102.0    75.4    38.3    29.3    30.7     0.0
Haunch (Max)V       2.9     5.8     8.8    11.7    12.3    12.2    14.1
Diaphragm : M       1.7     1.3     0.8     0.4     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      43.4    37.5    27.7    14.1    10.8    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.5     4.5     5.2
DL-Comp   : M      23.9    20.7    15.3     7.8     5.9     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.5     2.5     2.9
LL + I    : M+    549.3   480.3   366.4   194.2   149.7   156.8     0.0
            V       6.0    14.8    57.0    68.6    71.5    71.1    79.9
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    39.4    47.3    57.2    68.6    71.5    71.1    79.9
            M     513.5   455.5   354.7   194.2   150.5   157.5     0.0
Total     : M+    865.8   753.8   568.6   296.6   228.1   239.0     0.0
            V      13.9    30.6    80.5   100.0   104.4   103.7   117.6
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    47.3    63.1    80.7   100.0   104.4   103.7   117.6
            M     830.0   729.0   556.9   296.6   228.9   239.7     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               12.6             12.6
Deck+Haunch            14.1             14.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.9              2.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.9             25.9
DL-Comp.(DW)           14.3             14.3
Live                   64.0             64.0
        Truck          52.8             52.8
        Lane           11.2             11.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    27.5    26.2    34.3    67.5    91.3   105.6   110.3
(Max)       V      12.6    10.9    11.0    10.5     7.9     5.2     2.6     0.0
DL-Prec.  : M       0.0     6.2     5.9     7.8    15.3    20.7    23.9    25.0
DC(Max)     V       2.9     2.5     2.5     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    30.7    29.3    38.3    75.4   102.0   117.9   123.2
Haunch (Max)V      14.1    12.2    12.3    11.7     8.8     5.8     2.9     0.0
Diaphragm : M       0.0     0.3     0.3     0.4     0.8     1.3     1.7     2.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.3    10.8    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.5     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     6.2     5.9     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.5     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   125.4   119.7   155.3   293.1   384.3   439.5   452.8
            V      63.9    56.8    57.2    54.9    45.6    11.9     4.8    23.1
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    63.9    56.8    57.2    54.9    45.7    37.9    31.5    25.3
            M       0.0   126.0   120.4   155.3   283.8   364.4   410.8   416.6
Total     : M+      0.0   207.6   198.1   257.8   495.3   657.7   755.9   783.9
            V     101.6    89.5    90.1    86.3    69.1    27.6    12.7    23.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   101.6    89.5    90.1    86.3    69.3    53.6    39.4    25.4
            M       0.0   208.2   198.8   257.8   485.9   637.9   727.3   747.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   32.78   32.67   35.00
Self wt.  : M     105.6    91.3    67.5    34.3    26.2    27.5     0.0
(Max)       V       2.6     5.2     7.9    10.5    11.0    10.9    12.6
DL-Prec.  : M      23.9    20.7    15.3     7.8     5.9     6.2     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.5     2.5     2.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     117.9   102.0    75.4    38.3    29.3    30.7     0.0
Haunch (Max)V       2.9     5.8     8.8    11.7    12.3    12.2    14.1
Diaphragm : M       1.7     1.3     0.8     0.4     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      43.4    37.5    27.7    14.1    10.8    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.5     4.5     5.2
DL-Comp   : M      23.9    20.7    15.3     7.8     5.9     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.5     2.5     2.9
LL + I    : M+    439.5   384.3   293.1   155.3   119.7   125.4     0.0
            V       4.8    11.9    45.6    54.9    57.2    56.8    63.9
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    31.5    37.9    45.7    54.9    57.2    56.8    63.9
            M     410.8   364.4   283.8   155.3   120.4   126.0     0.0
Total     : M+    755.9   657.7   495.3   257.8   198.1   207.6     0.0
            V      12.7    27.6    69.1    86.3    90.1    89.5   101.6
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    39.4    53.6    69.3    86.3    90.1    89.5   101.6
            M     727.3   637.9   485.9   257.8   198.8   208.2     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    34.4    32.8    42.8    84.4   114.2   132.0   137.9
(Max)       V      15.8    13.7    13.8    13.1     9.8     6.5     3.3     0.0
Self wt.  : M       0.0    24.7    23.6    30.8    60.8    82.2    95.0    99.3
(Min)       V      11.3     9.8     9.9     9.4     7.1     4.7     2.4     0.0
DL-Prec.  : M       0.0     7.8     7.4     9.7    19.1    25.8    29.9    31.2
DC(Max)     V       3.6     3.1     3.1     3.0     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     5.6     5.3     7.0    13.8    18.6    21.5    22.5
DC(Min)     V       2.6     2.2     2.2     2.1     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    38.4    36.6    47.8    94.3   127.5   147.4   154.0
Haunch (Max)V      17.6    15.3    15.4    14.6    11.0     7.3     3.7     0.0
Deck +    : M       0.0    27.6    26.3    34.4    67.9    91.8   106.1   110.9
Haunch (Min)V      12.7    11.0    11.1    10.5     7.9     5.3     2.6     0.0
Diaphragm : M       0.0     0.4     0.3     0.5     1.0     1.6     2.2     2.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.3     0.7     1.2     1.6     2.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.1    13.5    17.6    34.7    46.9    54.2    56.7
DC(Max)     V       6.5     5.6     5.7     5.4     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0    10.2     9.7    12.7    25.0    33.8    39.0    40.8
DC(Min)     V       4.7     4.0     4.1     3.9     2.9     1.9     1.0     0.0
DL-Comp   : M       0.0     9.3     8.9    11.6    23.0    31.0    35.9    37.5
DW(Max)     V       4.3     3.7     3.7     3.6     2.7     1.8     0.9     0.0
DL-Comp   : M       0.0     4.0     3.9     5.0    10.0    13.5    15.6    16.3
DW(Min)     V       1.9     1.6     1.6     1.5     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   274.4   261.9   339.8   641.3   840.6   961.4   990.5
            V     139.8   124.3   125.1   120.1    99.7    25.9    10.5    50.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   139.8   124.3   125.1   120.1   100.0    82.8    68.9    55.4
            M       0.0   275.6   263.4   339.8   620.8   797.2   898.6   911.3
Total     : M+      0.0   378.7   361.4   469.8   897.8  1187.6  1362.9  1410.6
            V     187.7   165.8   166.9   159.9   129.6    45.9    20.6    50.7
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   187.7   165.8   166.9   159.9   129.9   102.8    79.0    55.5
            M       0.0   380.0   362.8   469.8   877.3  1144.2  1300.2  1331.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   32.78   32.67   35.00
Self wt.  : M     132.0   114.2    84.4    42.8    32.8    34.4     0.0
(Max)       V       3.3     6.5     9.8    13.1    13.8    13.7    15.8
Self wt.  : M      95.0    82.2    60.8    30.8    23.6    24.7     0.0
(Min)       V       2.4     4.7     7.1     9.4     9.9     9.8    11.3
DL-Prec.  : M      29.9    25.8    19.1     9.7     7.4     7.8     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.1     3.1     3.6
DL-Prec.  : M      21.5    18.6    13.8     7.0     5.3     5.6     0.0
DC(Min)     V       0.5     1.1     1.6     2.1     2.2     2.2     2.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     147.4   127.5    94.3    47.8    36.6    38.4     0.0
Haunch (Max)V       3.7     7.3    11.0    14.6    15.4    15.3    17.6
Deck +    : M     106.1    91.8    67.9    34.4    26.3    27.6     0.0
Haunch (Min)V       2.6     5.3     7.9    10.5    11.1    11.0    12.7
Diaphragm : M       2.2     1.6     1.0     0.5     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       1.6     1.2     0.7     0.3     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      54.2    46.9    34.7    17.6    13.5    14.1     0.0
DC(Max)     V       1.3     2.7     4.0     5.4     5.7     5.6     6.5
DL-Comp   : M      39.0    33.8    25.0    12.7     9.7    10.2     0.0
DC(Min)     V       1.0     1.9     2.9     3.9     4.1     4.0     4.7
DL-Comp   : M      35.9    31.0    23.0    11.6     8.9     9.3     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     3.7     3.7     4.3
DL-Comp   : M      15.6    13.5    10.0     5.0     3.9     4.0     0.0
DW(Min)     V       0.4     0.8     1.2     1.5     1.6     1.6     1.9
LL + I    : M+    961.4   840.6   641.3   339.8   262.0   274.4     0.0
            V      10.5    25.9    99.7   120.1   125.1   124.3   139.8
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    68.9    82.8   100.0   120.1   125.1   124.3   139.8
            M     898.6   797.2   620.8   339.8   263.4   275.6     0.0
Total     : M+   1362.9  1187.6   897.8   469.8   361.4   378.7     0.0
            V      20.6    45.9   129.6   159.9   166.9   165.8   187.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    79.0   102.8   129.9   159.9   166.9   165.8   187.7
            M    1300.2  1144.2   877.3   469.8   362.8   380.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               15.8             15.8
Deck+Haunch            17.6             17.6
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.6              3.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           32.4             32.4
DL-Comp.(DW)           21.4             21.4
Live                  112.0            112.0
        Truck          92.4             92.4
        Lane           19.6             19.6
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, 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    27.5    26.2    34.3    67.5    91.3   105.6   110.3
(Max)       V      12.6    10.9    11.0    10.5     7.9     5.2     2.6     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     6.2     5.9     7.8    15.3    20.7    23.9    25.0
DC(Max)     V       2.9     2.5     2.5     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    30.7    29.3    38.3    75.4   102.0   117.9   123.2
Haunch (Max)V      14.1    12.2    12.3    11.7     8.8     5.8     2.9     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     0.4     0.8     1.3     1.7     2.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.3    10.8    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.5     4.3     3.2     2.2     1.1     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     6.2     5.9     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.5     2.4     1.8     1.2     0.6     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   120.1   156.7   306.1   408.6   464.4   473.4
            V      72.7    66.5    66.8    64.8    56.9    49.0    41.1    33.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    72.7    66.5    66.8    64.8    56.9    49.0    41.1    33.2
            M       0.0   125.9   120.1   156.7   306.1   408.6   464.4   473.4
Total     : M+      0.0   208.1   198.5   259.2   508.2   682.1   780.9   804.5
            V     110.4    99.2    99.7    96.1    80.4    64.7    49.0    33.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   110.4    99.2    99.7    96.1    80.4    64.7    49.0    33.3
            M       0.0   208.1   198.5   259.2   508.2   682.1   780.9   804.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   32.78   32.67   35.00
Self wt.  : M     105.6    91.3    67.5    34.3    26.2    27.5     0.0
(Max)       V       2.6     5.2     7.9    10.5    11.0    10.9    12.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      23.9    20.7    15.3     7.8     5.9     6.2     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.5     2.5     2.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     117.9   102.0    75.4    38.3    29.3    30.7     0.0
Haunch (Max)V       2.9     5.8     8.8    11.7    12.3    12.2    14.1
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       1.7     1.3     0.8     0.4     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      43.4    37.5    27.7    14.1    10.8    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.5     4.5     5.2
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      23.9    20.7    15.3     7.8     5.9     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.5     2.5     2.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    464.4   408.6   306.1   156.7   120.1   125.9     0.0
            V      41.1    49.0    56.9    64.8    66.8    66.5    72.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    41.1    49.0    56.9    64.8    66.8    66.5    72.7
            M     464.4   408.6   306.1   156.7   120.1   125.9     0.0
Total     : M+    780.9   682.1   508.2   259.2   198.5   208.1     0.0
            V      49.0    64.7    80.4    96.1    99.7    99.2   110.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    49.0    64.7    80.4    96.1    99.7    99.2   110.4
            M     780.9   682.1   508.2   259.2   198.5   208.1     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    3.63    7.27   10.90   14.53   18.17   12.72
 
Beam-Self
Precast-top    0.058   0.069   0.123   0.162   0.185   0.192   0.175 
Bottom        -0.049  -0.058  -0.103  -0.135  -0.155  -0.161  -0.147 
 
Prestress
Precast-top   -0.273  -0.273  -0.273  -0.273  -0.273  -0.273  -0.273 
Bottom         1.120   1.120   1.120   1.120   1.120   1.120   1.120 
 
Total
Precast-top   -0.214  -0.203  -0.149  -0.111  -0.088  -0.080  -0.097 
Bottom         1.071   1.062   1.017   0.985   0.966   0.959   0.974 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.07 %)
             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    2.97    6.60   10.23   13.87   17.50
 
Prestress
Precast-top   -0.056  -0.248  -0.238  -0.248  -0.248  -0.248  -0.248  -0.248
Bottom         0.231   1.019   0.980   1.019   1.019   1.019   1.019   1.019
 
Self wt.
Precast-top   -0.000   0.044   0.042   0.055   0.109   0.148   0.171   0.179
Bottom        -0.000  -0.037  -0.036  -0.046  -0.092  -0.124  -0.143  -0.150
 
DL-Prec (DC)
Precast-top   -0.000   0.010   0.010   0.013   0.025   0.033   0.039   0.040
Bottom        -0.000  -0.008  -0.008  -0.011  -0.021  -0.028  -0.032  -0.034
 
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   0.001   0.002   0.003   0.004
Bottom        -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.002  -0.003
 
Deck + Haunch
Precast-top   -0.000   0.050   0.047   0.062   0.122   0.165   0.191   0.199
Bottom        -0.000  -0.042  -0.040  -0.052  -0.102  -0.138  -0.160  -0.167
 
DL-Comp (DC)
Topping-top   -0.000   0.005   0.005   0.006   0.012   0.016   0.018   0.019
Precast-top   -0.000   0.003   0.003   0.004   0.007   0.009   0.011   0.011
Bottom        -0.000  -0.010  -0.009  -0.012  -0.024  -0.033  -0.038  -0.040
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.003   0.006   0.009   0.010   0.011
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.005  -0.005  -0.007  -0.013  -0.018  -0.021  -0.022
 
LL+I(+)
Topping-top   -0.000   0.066   0.063   0.082   0.155   0.203   0.233   0.240
Precast-top   -0.000   0.039   0.037   0.048   0.091   0.120   0.137   0.141
Bottom        -0.000  -0.138  -0.132  -0.171  -0.322  -0.422  -0.483  -0.498
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.074   0.070   0.091   0.173   0.228   0.261   0.269 
Precast-top   -0.056  -0.100  -0.097  -0.064   0.112   0.235   0.309   0.332 
Bottom         0.231   0.778   0.750   0.719   0.443   0.253   0.138   0.105 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.007   0.007   0.009   0.018   0.025   0.028   0.030 
Precast-top   -0.056  -0.139  -0.134  -0.112   0.020   0.115   0.172   0.192 
Bottom         0.231   0.916   0.882   0.890   0.765   0.676   0.622   0.603 
 

 
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    3.63    7.27   10.90   14.53   18.17   12.72
 
Beam-Self
Precast-top    0.058   0.069   0.123   0.162   0.185   0.192   0.175 
Bottom        -0.049  -0.058  -0.103  -0.135  -0.155  -0.161  -0.147 
 
Prestress
Precast-top   -0.273  -0.273  -0.273  -0.273  -0.273  -0.273  -0.273 
Bottom         1.120   1.120   1.120   1.120   1.120   1.120   1.120 
 
Total
Precast-top   -0.214  -0.203  -0.149  -0.111  -0.088  -0.080  -0.097 
Bottom         1.071   1.062   1.017   0.985   0.966   0.959   0.974 
 
As_top  , in2  0.795   0.738   0.000   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 =  9.07 %)
             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    2.97    6.60   10.23   13.87   17.50
 
Prestress
Precast-top   -0.056  -0.248  -0.238  -0.248  -0.248  -0.248  -0.248  -0.248
Bottom         0.231   1.019   0.980   1.019   1.019   1.019   1.019   1.019
 
Self wt.
Precast-top   -0.000   0.044   0.042   0.055   0.109   0.148   0.171   0.179
Bottom        -0.000  -0.037  -0.036  -0.046  -0.092  -0.124  -0.143  -0.150
 
DL-Prec (DC)
Precast-top   -0.000   0.010   0.010   0.013   0.025   0.033   0.039   0.040
Bottom        -0.000  -0.008  -0.008  -0.011  -0.021  -0.028  -0.032  -0.034
 
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   0.001   0.002   0.003   0.004
Bottom        -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.002  -0.003
 
Deck + Haunch
Precast-top   -0.000   0.050   0.047   0.062   0.122   0.165   0.191   0.199
Bottom        -0.000  -0.042  -0.040  -0.052  -0.102  -0.138  -0.160  -0.167
 
DL-Comp (DC)
Topping-top   -0.000   0.005   0.005   0.006   0.012   0.016   0.018   0.019
Precast-top   -0.000   0.003   0.003   0.004   0.007   0.009   0.011   0.011
Bottom        -0.000  -0.010  -0.009  -0.012  -0.024  -0.033  -0.038  -0.040
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.003   0.006   0.009   0.010   0.011
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.005  -0.005  -0.007  -0.013  -0.018  -0.021  -0.022
 
LL+I(+)
Topping-top   -0.000   0.053   0.051   0.066   0.124   0.163   0.186   0.192
Precast-top   -0.000   0.031   0.030   0.039   0.073   0.096   0.109   0.113
Bottom        -0.000  -0.110  -0.105  -0.137  -0.258  -0.338  -0.387  -0.398
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.061   0.058   0.075   0.142   0.187   0.215   0.221 
Precast-top   -0.056  -0.108  -0.105  -0.073   0.093   0.211   0.281   0.304 
Bottom         0.231   0.805   0.776   0.753   0.507   0.338   0.235   0.205 
 

 
 
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    2.97    6.60   10.23   13.87   17.50
F_LL+I(+)
Topping-top   -0.000   0.053   0.051   0.066   0.130   0.173   0.197   0.200
Precast-top   -0.000   0.031   0.030   0.039   0.076   0.102   0.116   0.118
Bottom        -0.000  -0.111  -0.106  -0.138  -0.269  -0.359  -0.408  -0.416
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.057   0.054   0.071   0.139   0.185   0.211   0.215 
Precast-top   -0.028  -0.038  -0.037  -0.017   0.086   0.159   0.202   0.214 
Bottom         0.115   0.347   0.335   0.307   0.113  -0.022  -0.098  -0.115 
 

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
    187.7    6.5   49.2    0.256   0.0   6.00e-3 50.0    188.9     0.916    2.347      0.31
      0.0    0.2   49.1     41.9 0.131      19.7 0.87    12.00     0.092    1.915 
Transfer:   3.00
    165.8    6.5   49.2    1.157   0.0   3.43e-3 41.0    154.1     0.549    1.760      0.00
    380.0    0.9   48.8    189.0 0.116      30.1 1.34    24.00     0.092    2.151 
Critical:   4.73
    149.6    6.5   49.2    1.270   0.0   1.77e-3 35.2    120.0     0.347    1.320      0.00
    626.7    1.0   48.7    189.0 0.105      46.2 2.06    24.00     0.092    2.382 
0.1L    :   3.63
    159.9    6.5   49.2    1.198   0.0   2.73e-3 38.6    142.4     0.466    1.760      0.00
    469.8    1.0   48.8    189.0 0.112      35.2 1.57    24.00     0.092    2.230 
0.2L    :   7.27
    129.9    6.5   49.2    1.435   0.0   1.84e-3 35.4     99.2     0.290    0.620      0.00
    877.3    1.2   48.7    189.0 0.091      45.2 2.02    24.00     0.092    1.783 
0.3L    :  10.90
    102.8    6.5   49.2    1.671   0.0   1.46e-3 34.1     63.1     0.176    0.496      0.00
   1144.2    1.3   48.6    189.0 0.072      51.1 2.29    24.00     0.092    2.004 
0.4L    :  14.53
     79.0    6.5   49.2    1.736   0.0   1.46e-3 34.1     36.7     0.102    0.413      0.00
   1300.2    1.4   48.5    189.0 0.056      51.1 2.29    24.00     0.092    2.270 
0.5L    :  18.17
     55.5    6.5   49.2    1.736   0.0   1.14e-3 33.0      4.1     0.092    0.413      0.00
   1331.5    1.4   48.5    189.0 0.039      57.7 2.58    24.00     0.092    3.438 
0.6L    :  21.80
     79.0    6.5   49.2    1.736   0.0   1.46e-3 34.1     36.7     0.102    0.413      0.00
   1300.2    1.4   48.5    189.0 0.056      51.1 2.29    24.00     0.092    2.270 
0.7L    :  25.43
    102.8    6.5   49.2    1.671   0.0   1.46e-3 34.1     63.1     0.176    0.496      0.00
   1144.2    1.3   48.6    189.0 0.072      51.1 2.29    24.00     0.092    2.004 
0.8L    :  29.06
    129.9    6.5   49.2    1.435   0.0   1.84e-3 35.4     99.2     0.290    0.620      0.00
    877.3    1.2   48.7    189.0 0.091      45.2 2.02    24.00     0.092    1.783 
0.9L    :  32.70
    159.9    6.5   49.2    1.198   0.0   2.73e-3 38.6    142.4     0.466    1.760      0.00
    469.8    1.0   48.8    189.0 0.112      35.2 1.57    24.00     0.092    2.230 
Critical:  31.60
    149.6    6.5   49.2    1.270   0.0   1.77e-3 35.2    120.0     0.347    1.320      0.00
    626.7    1.0   48.7    189.0 0.105      46.2 2.06    24.00     0.092    2.382 
Transfer:  33.33
    165.8    6.5   49.2    1.157   0.0   3.43e-3 41.0    154.1     0.549    1.760      0.00
    380.0    0.9   48.8    189.0 0.116      30.1 1.34    24.00     0.092    2.151 
Bearing :  35.67
    187.7    6.5   49.2    0.256   0.0   6.00e-3 50.0    188.9     0.916    2.347      0.31
      0.0    0.2   49.1     41.9 0.131      19.7 0.87    12.00     0.092    1.915 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    0.68
 
 
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
    187.7      4.24     49.25    0.21       49.15    24.00      0.300      0.665      0.000      0.000*
Transfer:      2.33
    165.8      3.78     49.25    0.94       48.78    24.00      0.300      0.509      0.000      1.760 
Critical:      4.06
    149.7      3.41     49.25    1.03       48.74    24.00      0.300      0.387      0.000      1.320 
0.1L    :      2.97
    159.9      3.64     49.25    0.97       48.77    24.00      0.300      0.465      0.000      1.760 
0.2L    :      6.60
    129.9      2.97     49.25    1.16       48.67    24.00      0.300      0.238      0.000      0.620 
0.3L    :     10.23
    102.8      2.35     49.25    1.35       48.58    24.00      0.300      0.034      0.000      0.496 
0.4L    :     13.87
     79.0      1.81     49.25    1.40       48.55    24.00      0.300      0.000      0.000      0.413 
0.5L    :     17.50
     55.5      1.27     49.25    1.40       48.55    24.00      0.300      0.000      0.000      0.413 
0.6L    :     21.13
     79.0      1.81     49.25    1.40       48.55    24.00      0.300      0.000      0.000      0.413 
0.7L    :     24.77
    102.8      2.35     49.25    1.35       48.58    24.00      0.300      0.034      0.000      0.496 
0.8L    :     28.40
    129.9      2.97     49.25    1.16       48.67    24.00      0.300      0.238      0.000      0.620 
0.9L    :     32.03
    159.9      3.64     49.25    0.97       48.77    24.00      0.300      0.465      0.000      1.760 
Critical:     30.94
    149.7      3.41     49.25    1.03       48.74    24.00      0.300      0.387      0.000      1.320 
Transfer:     32.67
    165.8      3.78     49.25    0.94       48.78    24.00      0.300      0.509      0.000      1.760 
Bearing :     35.00
    187.7      4.24     49.25    0.21       49.15    24.00      0.300      0.665      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 = 2.97 ft
Prestress      :       0.058  1.80      0.105  2.20      0.128
Self Wt.       :      -0.011  1.85     -0.020  2.40     -0.026
Deck + Haunch  :                       -0.009  2.30     -0.020
DL-Prec. (DC)  :                       -0.002  3.00     -0.005
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.001  3.00     -0.004
DL-Comp. (DW)  :                       -0.001  3.00     -0.002
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 6.60 ft
Prestress      :       0.105  1.80      0.188  2.20      0.230
Self Wt.       :      -0.021  1.85     -0.039  2.40     -0.050
Deck + Haunch  :                       -0.018  2.30     -0.042
DL-Prec. (DC)  :                       -0.004  3.00     -0.011
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.001  3.00     -0.004
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 10.23 ft
Prestress      :       0.138  1.80      0.248  2.20      0.303
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.068
Deck + Haunch  :                       -0.026  2.30     -0.060
DL-Prec. (DC)  :                       -0.005  3.00     -0.016
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.011
DL-Comp. (DW)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 13.87 ft
Prestress      :       0.158  1.80      0.284  2.20      0.347
Self Wt.       :      -0.033  1.85     -0.062  2.40     -0.080
Deck + Haunch  :                       -0.031  2.30     -0.071
DL-Prec. (DC)  :                       -0.006  3.00     -0.019
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.013
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 17.50 ft
Prestress      :       0.164  1.80      0.296  2.20      0.361
Self Wt.       :      -0.035  1.85     -0.065  2.40     -0.084
Deck + Haunch  :                       -0.033  2.30     -0.075
DL-Prec. (DC)  :                       -0.007  3.00     -0.020
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.014
DL-Comp. (DW)  :                       -0.003  3.00     -0.008
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 21.13 ft
Prestress      :       0.158  1.80      0.284  2.20      0.347
Self Wt.       :      -0.033  1.85     -0.062  2.40     -0.080
Deck + Haunch  :                       -0.031  2.30     -0.071
DL-Prec. (DC)  :                       -0.006  3.00     -0.019
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.013
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 24.77 ft
Prestress      :       0.138  1.80      0.248  2.20      0.303
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.068
Deck + Haunch  :                       -0.026  2.30     -0.060
DL-Prec. (DC)  :                       -0.005  3.00     -0.016
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.011
DL-Comp. (DW)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 28.40 ft
Prestress      :       0.105  1.80      0.188  2.20      0.230
Self Wt.       :      -0.021  1.85     -0.039  2.40     -0.050
Deck + Haunch  :                       -0.018  2.30     -0.042
DL-Prec. (DC)  :                       -0.004  3.00     -0.011
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.008
DL-Comp. (DW)  :                       -0.001  3.00     -0.004
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 32.03 ft
Prestress      :       0.058  1.80      0.105  2.20      0.128
Self Wt.       :      -0.011  1.85     -0.020  2.40     -0.026
Deck + Haunch  :                       -0.009  2.30     -0.020
DL-Prec. (DC)  :                       -0.002  3.00     -0.005
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.001  3.00     -0.004
DL-Comp. (DW)  :                       -0.001  3.00     -0.002
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
   378.7    49.2  1.157  268.3    1.1   0.94   1261.8  0.137T 1.00       -       -     -     -  
H/2     :   2.22
   361.4    49.2  1.112  268.4    1.1   0.90   1213.6  0.142T 1.00       -       -     -     -  
0.1L    :   2.97
   469.8    49.2  1.198  268.2    1.1   0.97   1306.0  0.132T 1.00       -       -     -     -  
0.2L    :   6.60
   897.8    49.2  1.435  267.9    1.4   1.16   1558.9  0.110T 1.00       -       -     -     -  
0.3L    :  10.23
  1187.6    49.2  1.671  267.6    1.6   1.35   1810.1  0.094T 1.00       -       -     -     -  
0.4L    :  13.87
  1362.9    49.2  1.736  267.5    1.6   1.40   1878.6  0.090T 1.00   2115.3  1812.7    0.89  1.38 
0.5L    :  17.50
  1410.6    49.2  1.736  267.5    1.6   1.40   1878.6  0.090T 1.00   2109.0  1876.1    0.89  1.33 
0.6L    :  21.13
  1362.9    49.2  1.736  267.5    1.6   1.40   1878.6  0.090T 1.00   2115.3  1812.7    0.89  1.38 
0.7L    :  24.77
  1187.6    49.2  1.671  267.6    1.6   1.35   1810.1  0.094T 1.00       -       -     -     -  
0.8L    :  28.40
   897.8    49.2  1.435  267.9    1.4   1.16   1558.9  0.110T 1.00       -       -     -     -  
0.9L    :  32.03
   469.8    49.2  1.198  268.2    1.1   0.97   1306.0  0.132T 1.00       -       -     -     -  
H/2     :  32.78
   361.4    49.2  1.112  268.4    1.1   0.90   1213.6  0.142T 1.00       -       -     -     -  
Transfer:  32.67
   378.7    49.2  1.157  268.3    1.1   0.94   1261.8  0.137T 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 1-4; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.033
        M   2.00 Fb     0.250
 
  2   2 E   6.00 Ft    -0.078
        M   6.00 Fb     0.511
 
  3   2 E   6.00 Ft    -0.123
        M   6.00 Fb     0.772
 
  4   2 E   2.00 Ft    -0.214
        M   2.00 Fb     1.071
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 36.33            Release Length, ft: 36.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  2.78 %               Final losses: 10.04 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.071     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.214       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)                  1878.58     1410.59     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   0.269     Midspan    1.800   0.030     Midspan
    Pre.Top:   3.000   0.332     Midspan    2.250   0.192     Midspan
    Pre.Bot:   3.000   0.778    Transfer    2.250   0.916    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.108    Transfer
    Pre.Bot:  -0.425   0.205     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.214     Midspan
    Pre.Bot:                                                             2.000   0.347    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.164  1.80      0.296  2.20      0.361
Self Wt.       :      -0.035  1.85     -0.065  2.40     -0.084
Deck + Haunch  :                       -0.033  2.30     -0.075
DL-Prec. (DC)  :                       -0.007  3.00     -0.020
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.014
DL-Comp. (DW)  :                       -0.003  3.00     -0.008
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   35.00
     DC  Line       0.087      0.00       0.087   35.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    17.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 36.330 ft
Release length = 36.330 ft
Design  length = 35.000 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)  : 0.943   (Calculated)    
Live Moment (1  lane  loaded)  : 0.713   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.121   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.897   (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     2.97     6.60    10.23    13.87    17.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    693.9    701.2    700.9    701.2    701.2    701.2    701.2    701.2
  Yb      ,  in    20.69    20.52    20.52    20.52    20.52    20.52    20.52    20.52
  MI(Ixx) , in4   179554   181575   181475   181575   181575   181575   181575   181575
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1508.8   1515.8   1515.5   1515.8   1515.8   1515.8   1515.8   1515.8
  Yb      ,  in    36.14    35.99    36.00    35.99    35.99    35.99    35.99    35.99
  MI(Ixx) , in4   490407   497641   497282   497641   497641   497641   497641   497641

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:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 4.00 in):
     4 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.917 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.897 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.048 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)       
-------------------------------------------------------------------------------------
       290.640         740 215.074      6.464 26180.365   446.669     229.967        
 
 
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      6.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       6.6667      9.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00       9.6670     12.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      12.1670     24.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.1631     26.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      26.6631     29.6634    Yes
      2      US#5[M16]       60.00        0.62       9.00      29.6634     31.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      31.1634     31.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      31.8301     34.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      34.3301     36.2051     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 36.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg =  4.00 in
         P_init    =      340.3 kips  Ecc = 16.74 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     5.45 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.848 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.10 ksi    0.00 ksi
    due to Composite Loads                                 -0.34 ksi    0.00 ksi
    due to Live Loads                                      -2.22 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                         4.47 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  5.45 ksi  ( 2.78 %)            14.13 ksi ( 7.21 %)
Total Prestress Losses                                    19.58 ksi ( 9.99 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 176.4 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    27.5    26.2    34.3    67.5    91.3   105.6   110.3
(Max)       V      12.6    10.9    11.0    10.5     7.9     5.2     2.6     0.0
DL-Prec.  : M       0.0     4.6     4.4     5.8    11.4    15.4    17.8    18.6
DC(Max)     V       2.1     1.8     1.9     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    34.8    33.2    43.4    85.7   115.8   133.9   139.9
Haunch (Max)V      16.0    13.9    14.0    13.3    10.0     6.6     3.3     0.0
Diaphragm : M       0.0     0.6     0.6     0.7     1.7     2.6     3.5     4.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    11.3    10.8    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.5     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     6.2     5.9     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.5     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   160.2   152.9   198.4   374.4   490.8   561.3   578.3
            V      91.3    81.1    81.7    78.4    65.1    16.9     6.9    33.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    91.3    81.1    81.7    78.4    65.3    54.1    45.0    36.1
            M       0.0   160.9   153.8   198.4   362.5   465.4   524.7   532.1
Total     : M+      0.0   245.3   234.1   304.5   583.7   774.1   889.4   921.9
            V     130.3   115.0   115.8   110.9    89.5    33.3    15.2    33.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   130.3   115.0   115.8   110.9    89.7    70.4    53.3    36.4
            M       0.0   246.0   234.9   304.5   571.8   748.8   852.8   875.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   32.78   32.67   35.00
Self wt.  : M     105.6    91.3    67.5    34.3    26.2    27.5     0.0
(Max)       V       2.6     5.2     7.9    10.5    11.0    10.9    12.6
DL-Prec.  : M      17.8    15.4    11.4     5.8     4.4     4.6     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     1.9     1.8     2.1
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     133.9   115.8    85.7    43.4    33.2    34.8     0.0
Haunch (Max)V       3.3     6.6    10.0    13.3    14.0    13.9    16.0
Diaphragm : M       3.5     2.6     1.7     0.7     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      43.4    37.5    27.7    14.1    10.8    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.5     4.5     5.2
DL-Comp   : M      23.9    20.7    15.3     7.8     5.9     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.5     2.5     2.9
LL + I    : M+    561.3   490.8   374.4   198.4   152.9   160.2     0.0
            V       6.9    16.9    65.1    78.4    81.7    81.1    91.3
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    45.0    54.1    65.3    78.4    81.7    81.1    91.3
            M     524.7   465.4   362.5   198.4   153.8   160.9     0.0
Total     : M+    889.4   774.1   583.7   304.5   234.1   245.3     0.0
            V      15.2    33.3    89.5   110.9   115.8   115.0   130.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    53.3    70.4    89.7   110.9   115.8   115.0   130.3
            M     852.8   748.8   571.8   304.5   234.9   246.0     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               12.6             12.6
Deck+Haunch            16.0             16.0
Diaphragm               0.2              0.3
DL-Prec.(DC)            2.1              2.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.9             25.9
DL-Comp.(DW)           14.3             14.3
Live                   64.0             64.0
        Truck          52.8             52.8
        Lane           11.2             11.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    27.5    26.2    34.3    67.5    91.3   105.6   110.3
(Max)       V      12.6    10.9    11.0    10.5     7.9     5.2     2.6     0.0
DL-Prec.  : M       0.0     4.6     4.4     5.8    11.4    15.4    17.8    18.6
DC(Max)     V       2.1     1.8     1.9     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    34.8    33.2    43.4    85.7   115.8   133.9   139.9
Haunch (Max)V      16.0    13.9    14.0    13.3    10.0     6.6     3.3     0.0
Diaphragm : M       0.0     0.6     0.6     0.7     1.7     2.6     3.5     4.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    11.3    10.8    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.5     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     6.2     5.9     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.5     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   128.2   122.4   158.7   299.5   392.6   449.1   462.7
            V      73.0    64.9    65.3    62.7    52.1    13.5     5.5    26.4
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    73.0    64.9    65.3    62.7    52.2    43.3    36.0    28.9
            M       0.0   128.8   123.0   158.7   290.0   372.4   419.8   425.7
Total     : M+      0.0   213.2   203.5   264.8   508.8   676.0   777.1   806.3
            V     112.0    98.8    99.4    95.2    76.4    29.9    13.8    26.7
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   112.0    98.8    99.4    95.2    76.6    59.6    44.3    29.2
            M       0.0   213.8   204.1   264.8   499.3   655.7   747.9   769.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   32.78   32.67   35.00
Self wt.  : M     105.6    91.3    67.5    34.3    26.2    27.5     0.0
(Max)       V       2.6     5.2     7.9    10.5    11.0    10.9    12.6
DL-Prec.  : M      17.8    15.4    11.4     5.8     4.4     4.6     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     1.9     1.8     2.1
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     133.9   115.8    85.7    43.4    33.2    34.8     0.0
Haunch (Max)V       3.3     6.6    10.0    13.3    14.0    13.9    16.0
Diaphragm : M       3.5     2.6     1.7     0.7     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      43.4    37.5    27.7    14.1    10.8    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.5     4.5     5.2
DL-Comp   : M      23.9    20.7    15.3     7.8     5.9     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.5     2.5     2.9
LL + I    : M+    449.1   392.6   299.5   158.7   122.4   128.2     0.0
            V       5.5    13.5    52.1    62.7    65.3    64.9    73.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    36.0    43.3    52.2    62.7    65.3    64.9    73.0
            M     419.8   372.4   290.0   158.7   123.0   128.8     0.0
Total     : M+    777.1   676.0   508.8   264.8   203.5   213.2     0.0
            V      13.8    29.9    76.4    95.2    99.4    98.8   112.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    44.3    59.6    76.6    95.2    99.4    98.8   112.0
            M     747.9   655.7   499.3   264.8   204.1   213.8     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    34.4    32.8    42.8    84.4   114.2   132.0   137.9
(Max)       V      15.8    13.7    13.8    13.1     9.8     6.5     3.3     0.0
Self wt.  : M       0.0    24.7    23.6    30.8    60.8    82.2    95.0    99.3
(Min)       V      11.3     9.8     9.9     9.4     7.1     4.7     2.4     0.0
DL-Prec.  : M       0.0     5.8     5.5     7.2    14.3    19.3    22.3    23.3
DC(Max)     V       2.7     2.3     2.3     2.2     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     4.2     4.0     5.2    10.3    13.9    16.1    16.8
DC(Min)     V       1.9     1.7     1.7     1.6     1.2     0.8     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    43.6    41.5    54.3   107.1   144.8   167.4   174.9
Haunch (Max)V      20.0    17.3    17.5    16.6    12.4     8.3     4.1     0.0
Deck +    : M       0.0    31.4    29.9    39.1    77.1   104.2   120.5   125.9
Haunch (Min)V      14.4    12.5    12.6    12.0     9.0     6.0     3.0     0.0
Diaphragm : M       0.0     0.7     0.7     0.9     2.1     3.2     4.3     5.5
(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     0.7     1.5     2.3     3.1     3.9
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    14.1    13.5    17.6    34.7    46.9    54.2    56.7
DC(Max)     V       6.5     5.6     5.7     5.4     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0    10.2     9.7    12.7    25.0    33.8    39.0    40.8
DC(Min)     V       4.7     4.0     4.1     3.9     2.9     1.9     1.0     0.0
DL-Comp   : M       0.0     9.3     8.9    11.6    23.0    31.0    35.9    37.5
DW(Max)     V       4.3     3.7     3.7     3.6     2.7     1.8     0.9     0.0
DL-Comp   : M       0.0     4.0     3.9     5.0    10.0    13.5    15.6    16.3
DW(Min)     V       1.9     1.6     1.6     1.5     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   280.4   267.7   347.2   655.2   858.9   982.3  1012.0
            V     159.7   142.0   142.9   137.2   113.9    29.6    12.0    57.8
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   159.7   142.0   142.9   137.2   114.2    94.6    78.7    63.3
            M       0.0   281.6   269.1   347.2   634.3   814.5   918.2   931.2
Total     : M+      0.0   388.3   370.5   481.7   920.7  1218.2  1398.4  1447.8
            V     209.2   184.9   186.1   178.4   144.8    50.4    22.5    58.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   209.2   184.9   186.1   178.4   145.2   115.4    89.2    63.6
            M       0.0   389.5   372.0   481.7   899.8  1173.9  1334.3  1367.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   32.78   32.67   35.00
Self wt.  : M     132.0   114.2    84.4    42.8    32.8    34.4     0.0
(Max)       V       3.3     6.5     9.8    13.1    13.8    13.7    15.8
Self wt.  : M      95.0    82.2    60.8    30.8    23.6    24.7     0.0
(Min)       V       2.4     4.7     7.1     9.4     9.9     9.8    11.3
DL-Prec.  : M      22.3    19.3    14.3     7.2     5.5     5.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.2     2.3     2.3     2.7
DL-Prec.  : M      16.1    13.9    10.3     5.2     4.0     4.2     0.0
DC(Min)     V       0.4     0.8     1.2     1.6     1.7     1.7     1.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     167.4   144.8   107.1    54.3    41.5    43.6     0.0
Haunch (Max)V       4.1     8.3    12.4    16.6    17.5    17.3    20.0
Deck +    : M     120.5   104.2    77.1    39.1    29.9    31.4     0.0
Haunch (Min)V       3.0     6.0     9.0    12.0    12.6    12.5    14.4
Diaphragm : M       4.3     3.2     2.1     0.9     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       3.1     2.3     1.5     0.7     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      54.2    46.9    34.7    17.6    13.5    14.1     0.0
DC(Max)     V       1.3     2.7     4.0     5.4     5.7     5.6     6.5
DL-Comp   : M      39.0    33.8    25.0    12.7     9.7    10.2     0.0
DC(Min)     V       1.0     1.9     2.9     3.9     4.1     4.0     4.7
DL-Comp   : M      35.9    31.0    23.0    11.6     8.9     9.3     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     3.7     3.7     4.3
DL-Comp   : M      15.6    13.5    10.0     5.0     3.9     4.0     0.0
DW(Min)     V       0.4     0.8     1.2     1.5     1.6     1.6     1.9
LL + I    : M+    982.3   858.9   655.2   347.2   267.7   280.4     0.0
            V      12.0    29.6   113.9   137.2   142.9   142.0   159.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    78.7    94.6   114.2   137.2   142.9   142.0   159.7
            M     918.2   814.5   634.3   347.2   269.1   281.6     0.0
Total     : M+   1398.4  1218.2   920.7   481.7   370.5   388.3     0.0
            V      22.5    50.4   144.8   178.4   186.1   184.9   209.2
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    89.2   115.4   145.2   178.4   186.1   184.9   209.2
            M    1334.3  1173.9   899.8   481.7   372.0   389.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               15.8             15.8
Deck+Haunch            20.0             20.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            2.7              2.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           32.4             32.4
DL-Comp.(DW)           21.4             21.4
Live                  112.0            112.0
        Truck          92.4             92.4
        Lane           19.6             19.6
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, 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    27.5    26.2    34.3    67.5    91.3   105.6   110.3
(Max)       V      12.6    10.9    11.0    10.5     7.9     5.2     2.6     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     4.6     4.4     5.8    11.4    15.4    17.8    18.6
DC(Max)     V       2.1     1.8     1.9     1.8     1.3     0.9     0.4     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    34.8    33.2    43.4    85.7   115.8   133.9   139.9
Haunch (Max)V      16.0    13.9    14.0    13.3    10.0     6.6     3.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     0.7     1.7     2.6     3.5     4.4
(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    11.3    10.8    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.5     4.3     3.2     2.2     1.1     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     6.2     5.9     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.5     2.4     1.8     1.2     0.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   112.2   107.0   139.6   272.6   364.0   413.7   421.6
            V      66.4    60.7    61.0    59.2    52.0    44.8    37.5    30.3
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    66.4    60.7    61.0    59.2    52.0    44.8    37.5    30.3
            M       0.0   112.2   107.0   139.6   272.6   364.0   413.7   421.6
Total     : M+      0.0   197.2   188.1   245.7   482.0   647.3   741.8   765.3
            V     105.4    94.6    95.1    91.6    76.4    61.1    45.8    30.6
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   105.4    94.6    95.1    91.6    76.4    61.1    45.8    30.6
            M       0.0   197.2   188.1   245.7   482.0   647.3   741.8   765.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   32.78   32.67   35.00
Self wt.  : M     105.6    91.3    67.5    34.3    26.2    27.5     0.0
(Max)       V       2.6     5.2     7.9    10.5    11.0    10.9    12.6
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      17.8    15.4    11.4     5.8     4.4     4.6     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     1.9     1.8     2.1
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     133.9   115.8    85.7    43.4    33.2    34.8     0.0
Haunch (Max)V       3.3     6.6    10.0    13.3    14.0    13.9    16.0
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       3.5     2.6     1.7     0.7     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      43.4    37.5    27.7    14.1    10.8    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.5     4.5     5.2
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      23.9    20.7    15.3     7.8     5.9     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.5     2.5     2.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    413.7   364.0   272.6   139.6   107.0   112.2     0.0
            V      37.5    44.8    52.0    59.2    61.0    60.7    66.4
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    37.5    44.8    52.0    59.2    61.0    60.7    66.4
            M     413.7   364.0   272.6   139.6   107.0   112.2     0.0
Total     : M+    741.8   647.3   482.0   245.7   188.1   197.2     0.0
            V      45.8    61.1    76.4    91.6    95.1    94.6   105.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    45.8    61.1    76.4    91.6    95.1    94.6   105.4
            M     741.8   647.3   482.0   245.7   188.1   197.2     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    3.63    7.27   10.90   14.53   18.17   12.72
 
Beam-Self
Precast-top    0.058   0.069   0.123   0.162   0.185   0.192   0.175 
Bottom        -0.049  -0.058  -0.103  -0.135  -0.155  -0.161  -0.147 
 
Prestress
Precast-top   -0.273  -0.273  -0.273  -0.273  -0.273  -0.273  -0.273 
Bottom         1.120   1.120   1.120   1.120   1.120   1.120   1.120 
 
Total
Precast-top   -0.214  -0.203  -0.149  -0.111  -0.088  -0.080  -0.097 
Bottom         1.071   1.062   1.017   0.985   0.966   0.959   0.974 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.07 %)
             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    2.97    6.60   10.23   13.87   17.50
 
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   0.007   0.006   0.008   0.017   0.023   0.026   0.027 
Precast-top   -0.056  -0.135  -0.131  -0.107   0.031   0.129   0.189   0.210 
Bottom         0.231   0.912   0.878   0.885   0.756   0.663   0.607   0.587 
 

 
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    3.63    7.27   10.90   14.53   18.17   12.72
 
Beam-Self
Precast-top    0.058   0.069   0.123   0.162   0.185   0.192   0.175 
Bottom        -0.049  -0.058  -0.103  -0.135  -0.155  -0.161  -0.147 
 
Prestress
Precast-top   -0.273  -0.273  -0.273  -0.273  -0.273  -0.273  -0.273 
Bottom         1.120   1.120   1.120   1.120   1.120   1.120   1.120 
 
Total
Precast-top   -0.214  -0.203  -0.149  -0.111  -0.088  -0.080  -0.097 
Bottom         1.071   1.062   1.017   0.985   0.966   0.959   0.974 
 
As_top  , in2  0.795   0.738   0.000   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 =  9.07 %)
             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    2.97    6.60   10.23   13.87   17.50
 
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    2.97    6.60   10.23   13.87   17.50
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   0.047   0.045   0.058   0.114   0.152   0.173   0.177 
Precast-top   -0.028  -0.043  -0.042  -0.023   0.074   0.144   0.184   0.196 
Bottom         0.115   0.359   0.346   0.322   0.141   0.016  -0.056  -0.072 
 

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
    209.2    6.5   49.2    0.256   0.0   6.00e-3 50.0    212.7     1.032    2.347      0.47
      0.0    0.2   49.2     41.9 0.145      19.7 0.87    12.00     0.092    1.718 
Transfer:   3.00
    184.9    6.5   49.2    1.156   0.0   4.60e-3 45.1    181.3     0.745    1.760      0.00
    389.5    0.8   48.8    189.0 0.129      24.2 1.08    12.00     0.092    1.931 
Critical:   4.73
    166.9    6.5   49.2    1.269   0.0   2.60e-3 38.1    149.0     0.479    1.320      0.00
    643.3    0.9   48.8    189.0 0.117      36.5 1.63    24.00     0.092    2.138 
0.1L    :   3.63
    178.4    6.5   49.2    1.197   0.0   3.83e-3 42.4    170.4     0.637    1.760      0.00
    481.7    0.9   48.8    189.0 0.125      27.8 1.24    24.00     0.092    2.002 
0.2L    :   7.27
    145.2    6.5   49.2    1.433   0.0   2.35e-3 37.2    122.4     0.381    0.620      0.00
    899.8    1.0   48.7    189.0 0.102      39.0 1.74    24.00     0.092    1.475 
0.3L    :  10.90
    115.4    6.5   49.2    1.670   0.0   1.88e-3 35.6     83.6     0.246    0.496      0.00
   1173.9    1.2   48.7    189.0 0.081      44.6 1.99    24.00     0.092    1.664 
0.4L    :  14.53
     89.2    6.5   49.2    1.736   0.0   1.83e-3 35.4     53.9     0.157    0.413      0.00
   1334.3    1.2   48.6    189.0 0.063      45.3 2.03    24.00     0.092    1.883 
0.5L    :  18.17
     63.6    6.5   49.2    1.736   0.0   1.47e-3 34.1     19.6     0.092    0.413      0.00
   1367.0    1.2   48.6    189.0 0.045      51.0 2.28    24.00     0.092    2.820 
0.6L    :  21.80
     89.2    6.5   49.2    1.736   0.0   1.83e-3 35.4     53.9     0.157    0.413      0.00
   1334.3    1.2   48.6    189.0 0.063      45.3 2.03    24.00     0.092    1.883 
0.7L    :  25.43
    115.4    6.5   49.2    1.670   0.0   1.88e-3 35.6     83.6     0.246    0.496      0.00
   1173.9    1.2   48.7    189.0 0.081      44.6 1.99    24.00     0.092    1.664 
0.8L    :  29.06
    145.2    6.5   49.2    1.433   0.0   2.35e-3 37.2    122.4     0.381    0.620      0.00
    899.8    1.0   48.7    189.0 0.102      39.0 1.74    24.00     0.092    1.475 
0.9L    :  32.70
    178.4    6.5   49.2    1.197   0.0   3.83e-3 42.4    170.4     0.637    1.760      0.00
    481.7    0.9   48.8    189.0 0.125      27.8 1.24    24.00     0.092    2.002 
Critical:  31.60
    166.9    6.5   49.2    1.269   0.0   2.60e-3 38.1    149.0     0.479    1.320      0.00
    643.3    0.9   48.8    189.0 0.117      36.5 1.63    24.00     0.092    2.138 
Transfer:  33.33
    184.9    6.5   49.2    1.156   0.0   4.60e-3 45.1    181.3     0.745    1.760      0.00
    389.5    0.8   48.8    189.0 0.129      24.2 1.08    12.00     0.092    1.931 
Bearing :  35.67
    209.2    6.5   49.2    0.256   0.0   6.00e-3 50.0    212.7     1.032    2.347      0.47
      0.0    0.2   49.2     41.9 0.145      19.7 0.87    12.00     0.092    1.718 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    0.68
 
 
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
    209.2      4.73     49.25    0.18       49.16    24.00      0.300      0.826      0.000      0.000*
Transfer:      2.33
    184.9      4.21     49.25    0.82       48.84    24.00      0.300      0.653      0.000      1.760 
Critical:      4.07
    166.9      3.80     49.25    0.90       48.80    24.00      0.300      0.517      0.000      1.320 
0.1L    :      2.97
    178.4      4.06     49.25    0.85       48.82    24.00      0.300      0.603      0.000      1.760 
0.2L    :      6.60
    145.2      3.31     49.25    1.02       48.74    24.00      0.300      0.353      0.000      0.620 
0.3L    :     10.23
    115.4      2.63     49.25    1.19       48.66    24.00      0.300      0.128      0.000      0.496 
0.4L    :     13.87
     89.2      2.04     49.25    1.23       48.63    24.00      0.300      0.000      0.000      0.413 
0.5L    :     17.50
     63.6      1.45     49.25    1.23       48.63    24.00      0.300      0.000      0.000      0.413 
0.6L    :     21.13
     89.2      2.04     49.25    1.23       48.63    24.00      0.300      0.000      0.000      0.413 
0.7L    :     24.77
    115.4      2.63     49.25    1.19       48.66    24.00      0.300      0.128      0.000      0.496 
0.8L    :     28.40
    145.2      3.31     49.25    1.02       48.74    24.00      0.300      0.353      0.000      0.620 
0.9L    :     32.03
    178.4      4.06     49.25    0.85       48.82    24.00      0.300      0.603      0.000      1.760 
Critical:     30.93
    166.9      3.80     49.25    0.90       48.80    24.00      0.300      0.517      0.000      1.320 
Transfer:     32.67
    184.9      4.21     49.25    0.82       48.84    24.00      0.300      0.653      0.000      1.760 
Bearing :     35.00
    209.2      4.73     49.25    0.18       49.16    24.00      0.300      0.826      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 = 2.97 ft
Prestress      :       0.058  1.80      0.105  2.20      0.128
Self Wt.       :      -0.011  1.85     -0.020  2.40     -0.026
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          :       0.047            0.084            0.102
 
At 0.2 x L = 6.60 ft
Prestress      :       0.105  1.80      0.188  2.20      0.230
Self Wt.       :      -0.021  1.85     -0.039  2.40     -0.050
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          :       0.084            0.150            0.180
 
At 0.3 x L = 10.23 ft
Prestress      :       0.138  1.80      0.248  2.20      0.303
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.068
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          :       0.109            0.195            0.235
 
At 0.4 x L = 13.87 ft
Prestress      :       0.158  1.80      0.284  2.20      0.347
Self Wt.       :      -0.033  1.85     -0.062  2.40     -0.080
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          :       0.124            0.222            0.267
 
At 0.5 x L = 17.50 ft
Prestress      :       0.164  1.80      0.296  2.20      0.361
Self Wt.       :      -0.035  1.85     -0.065  2.40     -0.084
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          :       0.129            0.231            0.277
 
At 0.6 x L = 21.13 ft
Prestress      :       0.158  1.80      0.284  2.20      0.347
Self Wt.       :      -0.033  1.85     -0.062  2.40     -0.080
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          :       0.124            0.222            0.267
 
At 0.7 x L = 24.77 ft
Prestress      :       0.138  1.80      0.248  2.20      0.303
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.068
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          :       0.109            0.195            0.235
 
At 0.8 x L = 28.40 ft
Prestress      :       0.105  1.80      0.188  2.20      0.230
Self Wt.       :      -0.021  1.85     -0.039  2.40     -0.050
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          :       0.084            0.150            0.180
 
At 0.9 x L = 32.03 ft
Prestress      :       0.058  1.80      0.105  2.20      0.128
Self Wt.       :      -0.011  1.85     -0.020  2.40     -0.026
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          :       0.047            0.084            0.102
 

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
   388.3    49.2  1.156  268.5    1.0   0.82   1262.8  0.156T 1.00       -       -     -     -  
H/2     :   2.22
   370.5    49.2  1.111  268.6    0.9   0.79   1214.5  0.162T 1.00       -       -     -     -  
0.1L    :   2.97
   481.7    49.2  1.197  268.5    1.0   0.85   1307.2  0.151T 1.00       -       -     -     -  
0.2L    :   6.60
   920.7    49.2  1.433  268.2    1.2   1.02   1561.1  0.125T 1.00       -       -     -     -  
0.3L    :  10.23
  1218.2    49.2  1.670  267.9    1.4   1.19   1813.5  0.107T 1.00       -       -     -     -  
0.4L    :  13.87
  1398.4    49.2  1.736  267.8    1.4   1.23   1884.0  0.103T 1.00    842.7   842.7    2.24    -  
0.5L    :  17.50
  1447.8    49.2  1.736  267.8    1.4   1.23   1884.0  0.103T 1.00    835.7   835.7    2.25    -  
0.6L    :  21.13
  1398.4    49.2  1.736  267.8    1.4   1.23   1884.0  0.103T 1.00    842.7   842.7    2.24    -  
0.7L    :  24.77
  1218.2    49.2  1.670  267.9    1.4   1.19   1813.5  0.107T 1.00       -       -     -     -  
0.8L    :  28.40
   920.7    49.2  1.433  268.2    1.2   1.02   1561.1  0.125T 1.00       -       -     -     -  
0.9L    :  32.03
   481.7    49.2  1.197  268.5    1.0   0.85   1307.2  0.151T 1.00       -       -     -     -  
H/2     :  32.78
   370.5    49.2  1.111  268.6    0.9   0.79   1214.5  0.162T 1.00       -       -     -     -  
Transfer:  32.67
   388.3    49.2  1.156  268.5    1.0   0.82   1262.8  0.156T 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 1-4; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.033
        M   2.00 Fb     0.250
 
  2   2 E   6.00 Ft    -0.078
        M   6.00 Fb     0.511
 
  3   2 E   6.00 Ft    -0.123
        M   6.00 Fb     0.772
 
  4   2 E   2.00 Ft    -0.214
        M   2.00 Fb     1.071
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 36.33            Release Length, ft: 36.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  2.78 %               Final losses:  9.99 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.071     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.214       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)                  1884.00     1447.83     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   0.027     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.210     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   0.912    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   0.196     Midspan
    Pre.Bot:                                                             2.000   0.359    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.164  1.80      0.296  2.20      0.361
Self Wt.       :      -0.035  1.85     -0.065  2.40     -0.084
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          :       0.129            0.231            0.277
 
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   35.00
     DC  Line       0.087      0.00       0.087   35.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    17.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 36.330 ft
Release length = 36.330 ft
Design  length = 35.000 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)  : 0.943   (Calculated)    
Live Moment (1  lane  loaded)  : 0.713   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.121   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.897   (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     2.97     6.60    10.23    13.87    17.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    693.9    701.2    700.9    701.2    701.2    701.2    701.2    701.2
  Yb      ,  in    20.69    20.52    20.52    20.52    20.52    20.52    20.52    20.52
  MI(Ixx) , in4   179554   181575   181475   181575   181575   181575   181575   181575
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1508.8   1515.8   1515.5   1515.8   1515.8   1515.8   1515.8   1515.8
  Yb      ,  in    36.14    35.99    36.00    35.99    35.99    35.99    35.99    35.99
  MI(Ixx) , in4   490407   497641   497282   497641   497641   497641   497641   497641

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:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 4.00 in):
     4 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.917 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.897 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.048 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)       
-------------------------------------------------------------------------------------
       290.640         740 215.074      6.464 26180.365   446.669     229.967        
 
 
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      6.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       6.6667      9.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00       9.6670     12.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      12.1670     24.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.1631     26.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      26.6631     29.6634    Yes
      2      US#5[M16]       60.00        0.62       9.00      29.6634     31.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      31.1634     31.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      31.8301     34.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      34.3301     36.2051     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 36.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg =  4.00 in
         P_init    =      340.3 kips  Ecc = 16.74 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     5.45 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.848 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.10 ksi    0.00 ksi
    due to Composite Loads                                 -0.34 ksi    0.00 ksi
    due to Live Loads                                      -2.22 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                         4.47 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  5.45 ksi  ( 2.78 %)            14.13 ksi ( 7.21 %)
Total Prestress Losses                                    19.58 ksi ( 9.99 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 176.4 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    27.5    26.2    34.3    67.5    91.3   105.6   110.3
(Max)       V      12.6    10.9    11.0    10.5     7.9     5.2     2.6     0.0
DL-Prec.  : M       0.0     4.6     4.4     5.8    11.4    15.4    17.8    18.6
DC(Max)     V       2.1     1.8     1.9     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    34.8    33.2    43.4    85.7   115.8   133.9   139.9
Haunch (Max)V      16.0    13.9    14.0    13.3    10.0     6.6     3.3     0.0
Diaphragm : M       0.0     0.6     0.6     0.7     1.7     2.6     3.5     4.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    11.3    10.8    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.5     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     6.2     5.9     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.5     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   160.2   152.9   198.4   374.4   490.8   561.3   578.3
            V      91.3    81.1    81.7    78.4    65.1    16.9     6.9    33.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    91.3    81.1    81.7    78.4    65.3    54.1    45.0    36.1
            M       0.0   160.9   153.8   198.4   362.5   465.4   524.7   532.1
Total     : M+      0.0   245.3   234.1   304.5   583.7   774.1   889.4   921.9
            V     130.3   115.0   115.8   110.9    89.5    33.3    15.2    33.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   130.3   115.0   115.8   110.9    89.7    70.4    53.3    36.4
            M       0.0   246.0   234.9   304.5   571.8   748.8   852.8   875.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   32.78   32.67   35.00
Self wt.  : M     105.6    91.3    67.5    34.3    26.2    27.5     0.0
(Max)       V       2.6     5.2     7.9    10.5    11.0    10.9    12.6
DL-Prec.  : M      17.8    15.4    11.4     5.8     4.4     4.6     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     1.9     1.8     2.1
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     133.9   115.8    85.7    43.4    33.2    34.8     0.0
Haunch (Max)V       3.3     6.6    10.0    13.3    14.0    13.9    16.0
Diaphragm : M       3.5     2.6     1.7     0.7     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      43.4    37.5    27.7    14.1    10.8    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.5     4.5     5.2
DL-Comp   : M      23.9    20.7    15.3     7.8     5.9     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.5     2.5     2.9
LL + I    : M+    561.3   490.8   374.4   198.4   152.9   160.2     0.0
            V       6.9    16.9    65.1    78.4    81.7    81.1    91.3
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    45.0    54.1    65.3    78.4    81.7    81.1    91.3
            M     524.7   465.4   362.5   198.4   153.8   160.9     0.0
Total     : M+    889.4   774.1   583.7   304.5   234.1   245.3     0.0
            V      15.2    33.3    89.5   110.9   115.8   115.0   130.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    53.3    70.4    89.7   110.9   115.8   115.0   130.3
            M     852.8   748.8   571.8   304.5   234.9   246.0     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               12.6             12.6
Deck+Haunch            16.0             16.0
Diaphragm               0.2              0.3
DL-Prec.(DC)            2.1              2.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.9             25.9
DL-Comp.(DW)           14.3             14.3
Live                   64.0             64.0
        Truck          52.8             52.8
        Lane           11.2             11.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    27.5    26.2    34.3    67.5    91.3   105.6   110.3
(Max)       V      12.6    10.9    11.0    10.5     7.9     5.2     2.6     0.0
DL-Prec.  : M       0.0     4.6     4.4     5.8    11.4    15.4    17.8    18.6
DC(Max)     V       2.1     1.8     1.9     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    34.8    33.2    43.4    85.7   115.8   133.9   139.9
Haunch (Max)V      16.0    13.9    14.0    13.3    10.0     6.6     3.3     0.0
Diaphragm : M       0.0     0.6     0.6     0.7     1.7     2.6     3.5     4.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    11.3    10.8    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.5     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     6.2     5.9     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.5     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   128.2   122.4   158.7   299.5   392.6   449.1   462.7
            V      73.0    64.9    65.3    62.7    52.1    13.5     5.5    26.4
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    73.0    64.9    65.3    62.7    52.2    43.3    36.0    28.9
            M       0.0   128.8   123.0   158.7   290.0   372.4   419.8   425.7
Total     : M+      0.0   213.2   203.5   264.8   508.8   676.0   777.1   806.3
            V     112.0    98.8    99.4    95.2    76.4    29.9    13.8    26.7
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   112.0    98.8    99.4    95.2    76.6    59.6    44.3    29.2
            M       0.0   213.8   204.1   264.8   499.3   655.7   747.9   769.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   32.78   32.67   35.00
Self wt.  : M     105.6    91.3    67.5    34.3    26.2    27.5     0.0
(Max)       V       2.6     5.2     7.9    10.5    11.0    10.9    12.6
DL-Prec.  : M      17.8    15.4    11.4     5.8     4.4     4.6     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     1.9     1.8     2.1
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     133.9   115.8    85.7    43.4    33.2    34.8     0.0
Haunch (Max)V       3.3     6.6    10.0    13.3    14.0    13.9    16.0
Diaphragm : M       3.5     2.6     1.7     0.7     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      43.4    37.5    27.7    14.1    10.8    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.5     4.5     5.2
DL-Comp   : M      23.9    20.7    15.3     7.8     5.9     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.5     2.5     2.9
LL + I    : M+    449.1   392.6   299.5   158.7   122.4   128.2     0.0
            V       5.5    13.5    52.1    62.7    65.3    64.9    73.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    36.0    43.3    52.2    62.7    65.3    64.9    73.0
            M     419.8   372.4   290.0   158.7   123.0   128.8     0.0
Total     : M+    777.1   676.0   508.8   264.8   203.5   213.2     0.0
            V      13.8    29.9    76.4    95.2    99.4    98.8   112.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    44.3    59.6    76.6    95.2    99.4    98.8   112.0
            M     747.9   655.7   499.3   264.8   204.1   213.8     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    34.4    32.8    42.8    84.4   114.2   132.0   137.9
(Max)       V      15.8    13.7    13.8    13.1     9.8     6.5     3.3     0.0
Self wt.  : M       0.0    24.7    23.6    30.8    60.8    82.2    95.0    99.3
(Min)       V      11.3     9.8     9.9     9.4     7.1     4.7     2.4     0.0
DL-Prec.  : M       0.0     5.8     5.5     7.2    14.3    19.3    22.3    23.3
DC(Max)     V       2.7     2.3     2.3     2.2     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     4.2     4.0     5.2    10.3    13.9    16.1    16.8
DC(Min)     V       1.9     1.7     1.7     1.6     1.2     0.8     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    43.6    41.5    54.3   107.1   144.8   167.4   174.9
Haunch (Max)V      20.0    17.3    17.5    16.6    12.4     8.3     4.1     0.0
Deck +    : M       0.0    31.4    29.9    39.1    77.1   104.2   120.5   125.9
Haunch (Min)V      14.4    12.5    12.6    12.0     9.0     6.0     3.0     0.0
Diaphragm : M       0.0     0.7     0.7     0.9     2.1     3.2     4.3     5.5
(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     0.7     1.5     2.3     3.1     3.9
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    14.1    13.5    17.6    34.7    46.9    54.2    56.7
DC(Max)     V       6.5     5.6     5.7     5.4     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0    10.2     9.7    12.7    25.0    33.8    39.0    40.8
DC(Min)     V       4.7     4.0     4.1     3.9     2.9     1.9     1.0     0.0
DL-Comp   : M       0.0     9.3     8.9    11.6    23.0    31.0    35.9    37.5
DW(Max)     V       4.3     3.7     3.7     3.6     2.7     1.8     0.9     0.0
DL-Comp   : M       0.0     4.0     3.9     5.0    10.0    13.5    15.6    16.3
DW(Min)     V       1.9     1.6     1.6     1.5     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   280.4   267.7   347.2   655.2   858.9   982.3  1012.0
            V     159.7   142.0   142.9   137.2   113.9    29.6    12.0    57.8
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   159.7   142.0   142.9   137.2   114.2    94.6    78.7    63.3
            M       0.0   281.6   269.1   347.2   634.3   814.5   918.2   931.2
Total     : M+      0.0   388.3   370.5   481.7   920.7  1218.2  1398.4  1447.8
            V     209.2   184.9   186.1   178.4   144.8    50.4    22.5    58.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   209.2   184.9   186.1   178.4   145.2   115.4    89.2    63.6
            M       0.0   389.5   372.0   481.7   899.8  1173.9  1334.3  1367.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   32.78   32.67   35.00
Self wt.  : M     132.0   114.2    84.4    42.8    32.8    34.4     0.0
(Max)       V       3.3     6.5     9.8    13.1    13.8    13.7    15.8
Self wt.  : M      95.0    82.2    60.8    30.8    23.6    24.7     0.0
(Min)       V       2.4     4.7     7.1     9.4     9.9     9.8    11.3
DL-Prec.  : M      22.3    19.3    14.3     7.2     5.5     5.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.2     2.3     2.3     2.7
DL-Prec.  : M      16.1    13.9    10.3     5.2     4.0     4.2     0.0
DC(Min)     V       0.4     0.8     1.2     1.6     1.7     1.7     1.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     167.4   144.8   107.1    54.3    41.5    43.6     0.0
Haunch (Max)V       4.1     8.3    12.4    16.6    17.5    17.3    20.0
Deck +    : M     120.5   104.2    77.1    39.1    29.9    31.4     0.0
Haunch (Min)V       3.0     6.0     9.0    12.0    12.6    12.5    14.4
Diaphragm : M       4.3     3.2     2.1     0.9     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       3.1     2.3     1.5     0.7     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      54.2    46.9    34.7    17.6    13.5    14.1     0.0
DC(Max)     V       1.3     2.7     4.0     5.4     5.7     5.6     6.5
DL-Comp   : M      39.0    33.8    25.0    12.7     9.7    10.2     0.0
DC(Min)     V       1.0     1.9     2.9     3.9     4.1     4.0     4.7
DL-Comp   : M      35.9    31.0    23.0    11.6     8.9     9.3     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     3.7     3.7     4.3
DL-Comp   : M      15.6    13.5    10.0     5.0     3.9     4.0     0.0
DW(Min)     V       0.4     0.8     1.2     1.5     1.6     1.6     1.9
LL + I    : M+    982.3   858.9   655.2   347.2   267.7   280.4     0.0
            V      12.0    29.6   113.9   137.2   142.9   142.0   159.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    78.7    94.6   114.2   137.2   142.9   142.0   159.7
            M     918.2   814.5   634.3   347.2   269.1   281.6     0.0
Total     : M+   1398.4  1218.2   920.7   481.7   370.5   388.3     0.0
            V      22.5    50.4   144.8   178.4   186.1   184.9   209.2
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    89.2   115.4   145.2   178.4   186.1   184.9   209.2
            M    1334.3  1173.9   899.8   481.7   372.0   389.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               15.8             15.8
Deck+Haunch            20.0             20.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            2.7              2.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           32.4             32.4
DL-Comp.(DW)           21.4             21.4
Live                  112.0            112.0
        Truck          92.4             92.4
        Lane           19.6             19.6
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, 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    27.5    26.2    34.3    67.5    91.3   105.6   110.3
(Max)       V      12.6    10.9    11.0    10.5     7.9     5.2     2.6     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     4.6     4.4     5.8    11.4    15.4    17.8    18.6
DC(Max)     V       2.1     1.8     1.9     1.8     1.3     0.9     0.4     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    34.8    33.2    43.4    85.7   115.8   133.9   139.9
Haunch (Max)V      16.0    13.9    14.0    13.3    10.0     6.6     3.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     0.7     1.7     2.6     3.5     4.4
(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    11.3    10.8    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.5     4.3     3.2     2.2     1.1     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     6.2     5.9     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.5     2.4     1.8     1.2     0.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   112.2   107.0   139.6   272.6   364.0   413.7   421.6
            V      66.4    60.7    61.0    59.2    52.0    44.8    37.5    30.3
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    66.4    60.7    61.0    59.2    52.0    44.8    37.5    30.3
            M       0.0   112.2   107.0   139.6   272.6   364.0   413.7   421.6
Total     : M+      0.0   197.2   188.1   245.7   482.0   647.3   741.8   765.3
            V     105.4    94.6    95.1    91.6    76.4    61.1    45.8    30.6
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   105.4    94.6    95.1    91.6    76.4    61.1    45.8    30.6
            M       0.0   197.2   188.1   245.7   482.0   647.3   741.8   765.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   32.78   32.67   35.00
Self wt.  : M     105.6    91.3    67.5    34.3    26.2    27.5     0.0
(Max)       V       2.6     5.2     7.9    10.5    11.0    10.9    12.6
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      17.8    15.4    11.4     5.8     4.4     4.6     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     1.9     1.8     2.1
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     133.9   115.8    85.7    43.4    33.2    34.8     0.0
Haunch (Max)V       3.3     6.6    10.0    13.3    14.0    13.9    16.0
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       3.5     2.6     1.7     0.7     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      43.4    37.5    27.7    14.1    10.8    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.5     4.5     5.2
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      23.9    20.7    15.3     7.8     5.9     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.5     2.5     2.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    413.7   364.0   272.6   139.6   107.0   112.2     0.0
            V      37.5    44.8    52.0    59.2    61.0    60.7    66.4
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    37.5    44.8    52.0    59.2    61.0    60.7    66.4
            M     413.7   364.0   272.6   139.6   107.0   112.2     0.0
Total     : M+    741.8   647.3   482.0   245.7   188.1   197.2     0.0
            V      45.8    61.1    76.4    91.6    95.1    94.6   105.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    45.8    61.1    76.4    91.6    95.1    94.6   105.4
            M     741.8   647.3   482.0   245.7   188.1   197.2     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    3.63    7.27   10.90   14.53   18.17   12.72
 
Beam-Self
Precast-top    0.058   0.069   0.123   0.162   0.185   0.192   0.175 
Bottom        -0.049  -0.058  -0.103  -0.135  -0.155  -0.161  -0.147 
 
Prestress
Precast-top   -0.273  -0.273  -0.273  -0.273  -0.273  -0.273  -0.273 
Bottom         1.120   1.120   1.120   1.120   1.120   1.120   1.120 
 
Total
Precast-top   -0.214  -0.203  -0.149  -0.111  -0.088  -0.080  -0.097 
Bottom         1.071   1.062   1.017   0.985   0.966   0.959   0.974 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.07 %)
             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    2.97    6.60   10.23   13.87   17.50
 
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   0.007   0.006   0.008   0.017   0.023   0.026   0.027 
Precast-top   -0.056  -0.135  -0.131  -0.107   0.031   0.129   0.189   0.210 
Bottom         0.231   0.912   0.878   0.885   0.756   0.663   0.607   0.587 
 

 
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    3.63    7.27   10.90   14.53   18.17   12.72
 
Beam-Self
Precast-top    0.058   0.069   0.123   0.162   0.185   0.192   0.175 
Bottom        -0.049  -0.058  -0.103  -0.135  -0.155  -0.161  -0.147 
 
Prestress
Precast-top   -0.273  -0.273  -0.273  -0.273  -0.273  -0.273  -0.273 
Bottom         1.120   1.120   1.120   1.120   1.120   1.120   1.120 
 
Total
Precast-top   -0.214  -0.203  -0.149  -0.111  -0.088  -0.080  -0.097 
Bottom         1.071   1.062   1.017   0.985   0.966   0.959   0.974 
 
As_top  , in2  0.795   0.738   0.000   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 =  9.07 %)
             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    2.97    6.60   10.23   13.87   17.50
 
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    2.97    6.60   10.23   13.87   17.50
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   0.047   0.045   0.058   0.114   0.152   0.173   0.177 
Precast-top   -0.028  -0.043  -0.042  -0.023   0.074   0.144   0.184   0.196 
Bottom         0.115   0.359   0.346   0.322   0.141   0.016  -0.056  -0.072 
 

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
    209.2    6.5   49.2    0.256   0.0   6.00e-3 50.0    212.7     1.032    2.347      0.47
      0.0    0.2   49.2     41.9 0.145      19.7 0.87    12.00     0.092    1.718 
Transfer:   3.00
    184.9    6.5   49.2    1.156   0.0   4.60e-3 45.1    181.3     0.745    1.760      0.00
    389.5    0.8   48.8    189.0 0.129      24.2 1.08    12.00     0.092    1.931 
Critical:   4.73
    166.9    6.5   49.2    1.269   0.0   2.60e-3 38.1    149.0     0.479    1.320      0.00
    643.3    0.9   48.8    189.0 0.117      36.5 1.63    24.00     0.092    2.138 
0.1L    :   3.63
    178.4    6.5   49.2    1.197   0.0   3.83e-3 42.4    170.4     0.637    1.760      0.00
    481.7    0.9   48.8    189.0 0.125      27.8 1.24    24.00     0.092    2.002 
0.2L    :   7.27
    145.2    6.5   49.2    1.433   0.0   2.35e-3 37.2    122.4     0.381    0.620      0.00
    899.8    1.0   48.7    189.0 0.102      39.0 1.74    24.00     0.092    1.475 
0.3L    :  10.90
    115.4    6.5   49.2    1.670   0.0   1.88e-3 35.6     83.6     0.246    0.496      0.00
   1173.9    1.2   48.7    189.0 0.081      44.6 1.99    24.00     0.092    1.664 
0.4L    :  14.53
     89.2    6.5   49.2    1.736   0.0   1.83e-3 35.4     53.9     0.157    0.413      0.00
   1334.3    1.2   48.6    189.0 0.063      45.3 2.03    24.00     0.092    1.883 
0.5L    :  18.17
     63.6    6.5   49.2    1.736   0.0   1.47e-3 34.1     19.6     0.092    0.413      0.00
   1367.0    1.2   48.6    189.0 0.045      51.0 2.28    24.00     0.092    2.820 
0.6L    :  21.80
     89.2    6.5   49.2    1.736   0.0   1.83e-3 35.4     53.9     0.157    0.413      0.00
   1334.3    1.2   48.6    189.0 0.063      45.3 2.03    24.00     0.092    1.883 
0.7L    :  25.43
    115.4    6.5   49.2    1.670   0.0   1.88e-3 35.6     83.6     0.246    0.496      0.00
   1173.9    1.2   48.7    189.0 0.081      44.6 1.99    24.00     0.092    1.664 
0.8L    :  29.06
    145.2    6.5   49.2    1.433   0.0   2.35e-3 37.2    122.4     0.381    0.620      0.00
    899.8    1.0   48.7    189.0 0.102      39.0 1.74    24.00     0.092    1.475 
0.9L    :  32.70
    178.4    6.5   49.2    1.197   0.0   3.83e-3 42.4    170.4     0.637    1.760      0.00
    481.7    0.9   48.8    189.0 0.125      27.8 1.24    24.00     0.092    2.002 
Critical:  31.60
    166.9    6.5   49.2    1.269   0.0   2.60e-3 38.1    149.0     0.479    1.320      0.00
    643.3    0.9   48.8    189.0 0.117      36.5 1.63    24.00     0.092    2.138 
Transfer:  33.33
    184.9    6.5   49.2    1.156   0.0   4.60e-3 45.1    181.3     0.745    1.760      0.00
    389.5    0.8   48.8    189.0 0.129      24.2 1.08    12.00     0.092    1.931 
Bearing :  35.67
    209.2    6.5   49.2    0.256   0.0   6.00e-3 50.0    212.7     1.032    2.347      0.47
      0.0    0.2   49.2     41.9 0.145      19.7 0.87    12.00     0.092    1.718 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    0.68
 
 
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
    209.2      4.73     49.25    0.18       49.16    24.00      0.300      0.826      0.000      0.000*
Transfer:      2.33
    184.9      4.21     49.25    0.82       48.84    24.00      0.300      0.653      0.000      1.760 
Critical:      4.07
    166.9      3.80     49.25    0.90       48.80    24.00      0.300      0.517      0.000      1.320 
0.1L    :      2.97
    178.4      4.06     49.25    0.85       48.82    24.00      0.300      0.603      0.000      1.760 
0.2L    :      6.60
    145.2      3.31     49.25    1.02       48.74    24.00      0.300      0.353      0.000      0.620 
0.3L    :     10.23
    115.4      2.63     49.25    1.19       48.66    24.00      0.300      0.128      0.000      0.496 
0.4L    :     13.87
     89.2      2.04     49.25    1.23       48.63    24.00      0.300      0.000      0.000      0.413 
0.5L    :     17.50
     63.6      1.45     49.25    1.23       48.63    24.00      0.300      0.000      0.000      0.413 
0.6L    :     21.13
     89.2      2.04     49.25    1.23       48.63    24.00      0.300      0.000      0.000      0.413 
0.7L    :     24.77
    115.4      2.63     49.25    1.19       48.66    24.00      0.300      0.128      0.000      0.496 
0.8L    :     28.40
    145.2      3.31     49.25    1.02       48.74    24.00      0.300      0.353      0.000      0.620 
0.9L    :     32.03
    178.4      4.06     49.25    0.85       48.82    24.00      0.300      0.603      0.000      1.760 
Critical:     30.93
    166.9      3.80     49.25    0.90       48.80    24.00      0.300      0.517      0.000      1.320 
Transfer:     32.67
    184.9      4.21     49.25    0.82       48.84    24.00      0.300      0.653      0.000      1.760 
Bearing :     35.00
    209.2      4.73     49.25    0.18       49.16    24.00      0.300      0.826      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 = 2.97 ft
Prestress      :       0.058  1.80      0.105  2.20      0.128
Self Wt.       :      -0.011  1.85     -0.020  2.40     -0.026
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          :       0.047            0.084            0.102
 
At 0.2 x L = 6.60 ft
Prestress      :       0.105  1.80      0.188  2.20      0.230
Self Wt.       :      -0.021  1.85     -0.039  2.40     -0.050
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          :       0.084            0.150            0.180
 
At 0.3 x L = 10.23 ft
Prestress      :       0.138  1.80      0.248  2.20      0.303
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.068
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          :       0.109            0.195            0.235
 
At 0.4 x L = 13.87 ft
Prestress      :       0.158  1.80      0.284  2.20      0.347
Self Wt.       :      -0.033  1.85     -0.062  2.40     -0.080
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          :       0.124            0.222            0.267
 
At 0.5 x L = 17.50 ft
Prestress      :       0.164  1.80      0.296  2.20      0.361
Self Wt.       :      -0.035  1.85     -0.065  2.40     -0.084
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          :       0.129            0.231            0.277
 
At 0.6 x L = 21.13 ft
Prestress      :       0.158  1.80      0.284  2.20      0.347
Self Wt.       :      -0.033  1.85     -0.062  2.40     -0.080
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          :       0.124            0.222            0.267
 
At 0.7 x L = 24.77 ft
Prestress      :       0.138  1.80      0.248  2.20      0.303
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.068
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          :       0.109            0.195            0.235
 
At 0.8 x L = 28.40 ft
Prestress      :       0.105  1.80      0.188  2.20      0.230
Self Wt.       :      -0.021  1.85     -0.039  2.40     -0.050
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          :       0.084            0.150            0.180
 
At 0.9 x L = 32.03 ft
Prestress      :       0.058  1.80      0.105  2.20      0.128
Self Wt.       :      -0.011  1.85     -0.020  2.40     -0.026
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          :       0.047            0.084            0.102
 

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
   388.3    49.2  1.156  268.5    1.0   0.82   1262.8  0.156T 1.00       -       -     -     -  
H/2     :   2.22
   370.5    49.2  1.111  268.6    0.9   0.79   1214.5  0.162T 1.00       -       -     -     -  
0.1L    :   2.97
   481.7    49.2  1.197  268.5    1.0   0.85   1307.2  0.151T 1.00       -       -     -     -  
0.2L    :   6.60
   920.7    49.2  1.433  268.2    1.2   1.02   1561.1  0.125T 1.00       -       -     -     -  
0.3L    :  10.23
  1218.2    49.2  1.670  267.9    1.4   1.19   1813.5  0.107T 1.00       -       -     -     -  
0.4L    :  13.87
  1398.4    49.2  1.736  267.8    1.4   1.23   1884.0  0.103T 1.00    842.7   842.7    2.24    -  
0.5L    :  17.50
  1447.8    49.2  1.736  267.8    1.4   1.23   1884.0  0.103T 1.00    835.7   835.7    2.25    -  
0.6L    :  21.13
  1398.4    49.2  1.736  267.8    1.4   1.23   1884.0  0.103T 1.00    842.7   842.7    2.24    -  
0.7L    :  24.77
  1218.2    49.2  1.670  267.9    1.4   1.19   1813.5  0.107T 1.00       -       -     -     -  
0.8L    :  28.40
   920.7    49.2  1.433  268.2    1.2   1.02   1561.1  0.125T 1.00       -       -     -     -  
0.9L    :  32.03
   481.7    49.2  1.197  268.5    1.0   0.85   1307.2  0.151T 1.00       -       -     -     -  
H/2     :  32.78
   370.5    49.2  1.111  268.6    0.9   0.79   1214.5  0.162T 1.00       -       -     -     -  
Transfer:  32.67
   388.3    49.2  1.156  268.5    1.0   0.82   1262.8  0.156T 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 1-4; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.033
        M   2.00 Fb     0.250
 
  2   2 E   6.00 Ft    -0.078
        M   6.00 Fb     0.511
 
  3   2 E   6.00 Ft    -0.123
        M   6.00 Fb     0.772
 
  4   2 E   2.00 Ft    -0.214
        M   2.00 Fb     1.071
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 36.33            Release Length, ft: 36.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  2.78 %               Final losses:  9.99 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.071     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.214       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)                  1884.00     1447.83     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   0.027     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.210     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   0.912    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   0.196     Midspan
    Pre.Bot:                                                             2.000   0.359    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.164  1.80      0.296  2.20      0.361
Self Wt.       :      -0.035  1.85     -0.065  2.40     -0.084
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          :       0.129            0.231            0.277
 
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   35.00
     DC  Line       0.087      0.00       0.087   35.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    17.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 36.330 ft
Release length = 36.330 ft
Design  length = 35.000 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)  : 0.943   (Calculated)    
Live Moment (1  lane  loaded)  : 0.713   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.121   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.897   (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     2.97     6.60    10.23    13.87    17.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    693.9    701.2    700.9    701.2    701.2    701.2    701.2    701.2
  Yb      ,  in    20.69    20.52    20.52    20.52    20.52    20.52    20.52    20.52
  MI(Ixx) , in4   179554   181575   181475   181575   181575   181575   181575   181575
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1508.8   1515.8   1515.5   1515.8   1515.8   1515.8   1515.8   1515.8
  Yb      ,  in    36.14    35.99    36.00    35.99    35.99    35.99    35.99    35.99
  MI(Ixx) , in4   490407   497641   497282   497641   497641   497641   497641   497641

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:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 4.00 in):
     4 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.917 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.897 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.048 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)       
-------------------------------------------------------------------------------------
       290.640         740 215.074      6.464 26180.365   446.669     229.967        
 
 
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      6.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       6.6667      9.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00       9.6670     12.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      12.1670     24.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.1631     26.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      26.6631     29.6634    Yes
      2      US#5[M16]       60.00        0.62       9.00      29.6634     31.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      31.1634     31.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      31.8301     34.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      34.3301     36.2051     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 36.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg =  4.00 in
         P_init    =      340.3 kips  Ecc = 16.74 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     5.45 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.848 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.10 ksi    0.00 ksi
    due to Composite Loads                                 -0.34 ksi    0.00 ksi
    due to Live Loads                                      -2.22 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                         4.47 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  5.45 ksi  ( 2.78 %)            14.13 ksi ( 7.21 %)
Total Prestress Losses                                    19.58 ksi ( 9.99 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 176.4 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    27.5    26.2    34.3    67.5    91.3   105.6   110.3
(Max)       V      12.6    10.9    11.0    10.5     7.9     5.2     2.6     0.0
DL-Prec.  : M       0.0     4.6     4.4     5.8    11.4    15.4    17.8    18.6
DC(Max)     V       2.1     1.8     1.9     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    34.8    33.2    43.4    85.7   115.8   133.9   139.9
Haunch (Max)V      16.0    13.9    14.0    13.3    10.0     6.6     3.3     0.0
Diaphragm : M       0.0     0.6     0.6     0.7     1.7     2.6     3.5     4.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    11.3    10.8    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.5     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     6.2     5.9     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.5     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   160.2   152.9   198.4   374.4   490.8   561.3   578.3
            V      91.3    81.1    81.7    78.4    65.1    16.9     6.9    33.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    91.3    81.1    81.7    78.4    65.3    54.1    45.0    36.1
            M       0.0   160.9   153.8   198.4   362.5   465.4   524.7   532.1
Total     : M+      0.0   245.3   234.1   304.5   583.7   774.1   889.4   921.9
            V     130.3   115.0   115.8   110.9    89.5    33.3    15.2    33.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   130.3   115.0   115.8   110.9    89.7    70.4    53.3    36.4
            M       0.0   246.0   234.9   304.5   571.8   748.8   852.8   875.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   32.78   32.67   35.00
Self wt.  : M     105.6    91.3    67.5    34.3    26.2    27.5     0.0
(Max)       V       2.6     5.2     7.9    10.5    11.0    10.9    12.6
DL-Prec.  : M      17.8    15.4    11.4     5.8     4.4     4.6     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     1.9     1.8     2.1
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     133.9   115.8    85.7    43.4    33.2    34.8     0.0
Haunch (Max)V       3.3     6.6    10.0    13.3    14.0    13.9    16.0
Diaphragm : M       3.5     2.6     1.7     0.7     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      43.4    37.5    27.7    14.1    10.8    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.5     4.5     5.2
DL-Comp   : M      23.9    20.7    15.3     7.8     5.9     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.5     2.5     2.9
LL + I    : M+    561.3   490.8   374.4   198.4   152.9   160.2     0.0
            V       6.9    16.9    65.1    78.4    81.7    81.1    91.3
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    45.0    54.1    65.3    78.4    81.7    81.1    91.3
            M     524.7   465.4   362.5   198.4   153.8   160.9     0.0
Total     : M+    889.4   774.1   583.7   304.5   234.1   245.3     0.0
            V      15.2    33.3    89.5   110.9   115.8   115.0   130.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    53.3    70.4    89.7   110.9   115.8   115.0   130.3
            M     852.8   748.8   571.8   304.5   234.9   246.0     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               12.6             12.6
Deck+Haunch            16.0             16.0
Diaphragm               0.2              0.3
DL-Prec.(DC)            2.1              2.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.9             25.9
DL-Comp.(DW)           14.3             14.3
Live                   64.0             64.0
        Truck          52.8             52.8
        Lane           11.2             11.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    27.5    26.2    34.3    67.5    91.3   105.6   110.3
(Max)       V      12.6    10.9    11.0    10.5     7.9     5.2     2.6     0.0
DL-Prec.  : M       0.0     4.6     4.4     5.8    11.4    15.4    17.8    18.6
DC(Max)     V       2.1     1.8     1.9     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    34.8    33.2    43.4    85.7   115.8   133.9   139.9
Haunch (Max)V      16.0    13.9    14.0    13.3    10.0     6.6     3.3     0.0
Diaphragm : M       0.0     0.6     0.6     0.7     1.7     2.6     3.5     4.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    11.3    10.8    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.5     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     6.2     5.9     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.5     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   128.2   122.4   158.7   299.5   392.6   449.1   462.7
            V      73.0    64.9    65.3    62.7    52.1    13.5     5.5    26.4
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    73.0    64.9    65.3    62.7    52.2    43.3    36.0    28.9
            M       0.0   128.8   123.0   158.7   290.0   372.4   419.8   425.7
Total     : M+      0.0   213.2   203.5   264.8   508.8   676.0   777.1   806.3
            V     112.0    98.8    99.4    95.2    76.4    29.9    13.8    26.7
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   112.0    98.8    99.4    95.2    76.6    59.6    44.3    29.2
            M       0.0   213.8   204.1   264.8   499.3   655.7   747.9   769.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   32.78   32.67   35.00
Self wt.  : M     105.6    91.3    67.5    34.3    26.2    27.5     0.0
(Max)       V       2.6     5.2     7.9    10.5    11.0    10.9    12.6
DL-Prec.  : M      17.8    15.4    11.4     5.8     4.4     4.6     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     1.9     1.8     2.1
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     133.9   115.8    85.7    43.4    33.2    34.8     0.0
Haunch (Max)V       3.3     6.6    10.0    13.3    14.0    13.9    16.0
Diaphragm : M       3.5     2.6     1.7     0.7     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      43.4    37.5    27.7    14.1    10.8    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.5     4.5     5.2
DL-Comp   : M      23.9    20.7    15.3     7.8     5.9     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.5     2.5     2.9
LL + I    : M+    449.1   392.6   299.5   158.7   122.4   128.2     0.0
            V       5.5    13.5    52.1    62.7    65.3    64.9    73.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    36.0    43.3    52.2    62.7    65.3    64.9    73.0
            M     419.8   372.4   290.0   158.7   123.0   128.8     0.0
Total     : M+    777.1   676.0   508.8   264.8   203.5   213.2     0.0
            V      13.8    29.9    76.4    95.2    99.4    98.8   112.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    44.3    59.6    76.6    95.2    99.4    98.8   112.0
            M     747.9   655.7   499.3   264.8   204.1   213.8     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    34.4    32.8    42.8    84.4   114.2   132.0   137.9
(Max)       V      15.8    13.7    13.8    13.1     9.8     6.5     3.3     0.0
Self wt.  : M       0.0    24.7    23.6    30.8    60.8    82.2    95.0    99.3
(Min)       V      11.3     9.8     9.9     9.4     7.1     4.7     2.4     0.0
DL-Prec.  : M       0.0     5.8     5.5     7.2    14.3    19.3    22.3    23.3
DC(Max)     V       2.7     2.3     2.3     2.2     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     4.2     4.0     5.2    10.3    13.9    16.1    16.8
DC(Min)     V       1.9     1.7     1.7     1.6     1.2     0.8     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    43.6    41.5    54.3   107.1   144.8   167.4   174.9
Haunch (Max)V      20.0    17.3    17.5    16.6    12.4     8.3     4.1     0.0
Deck +    : M       0.0    31.4    29.9    39.1    77.1   104.2   120.5   125.9
Haunch (Min)V      14.4    12.5    12.6    12.0     9.0     6.0     3.0     0.0
Diaphragm : M       0.0     0.7     0.7     0.9     2.1     3.2     4.3     5.5
(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     0.7     1.5     2.3     3.1     3.9
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    14.1    13.5    17.6    34.7    46.9    54.2    56.7
DC(Max)     V       6.5     5.6     5.7     5.4     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0    10.2     9.7    12.7    25.0    33.8    39.0    40.8
DC(Min)     V       4.7     4.0     4.1     3.9     2.9     1.9     1.0     0.0
DL-Comp   : M       0.0     9.3     8.9    11.6    23.0    31.0    35.9    37.5
DW(Max)     V       4.3     3.7     3.7     3.6     2.7     1.8     0.9     0.0
DL-Comp   : M       0.0     4.0     3.9     5.0    10.0    13.5    15.6    16.3
DW(Min)     V       1.9     1.6     1.6     1.5     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   280.4   267.7   347.2   655.2   858.9   982.3  1012.0
            V     159.7   142.0   142.9   137.2   113.9    29.6    12.0    57.8
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   159.7   142.0   142.9   137.2   114.2    94.6    78.7    63.3
            M       0.0   281.6   269.1   347.2   634.3   814.5   918.2   931.2
Total     : M+      0.0   388.3   370.5   481.7   920.7  1218.2  1398.4  1447.8
            V     209.2   184.9   186.1   178.4   144.8    50.4    22.5    58.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   209.2   184.9   186.1   178.4   145.2   115.4    89.2    63.6
            M       0.0   389.5   372.0   481.7   899.8  1173.9  1334.3  1367.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   32.78   32.67   35.00
Self wt.  : M     132.0   114.2    84.4    42.8    32.8    34.4     0.0
(Max)       V       3.3     6.5     9.8    13.1    13.8    13.7    15.8
Self wt.  : M      95.0    82.2    60.8    30.8    23.6    24.7     0.0
(Min)       V       2.4     4.7     7.1     9.4     9.9     9.8    11.3
DL-Prec.  : M      22.3    19.3    14.3     7.2     5.5     5.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.2     2.3     2.3     2.7
DL-Prec.  : M      16.1    13.9    10.3     5.2     4.0     4.2     0.0
DC(Min)     V       0.4     0.8     1.2     1.6     1.7     1.7     1.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     167.4   144.8   107.1    54.3    41.5    43.6     0.0
Haunch (Max)V       4.1     8.3    12.4    16.6    17.5    17.3    20.0
Deck +    : M     120.5   104.2    77.1    39.1    29.9    31.4     0.0
Haunch (Min)V       3.0     6.0     9.0    12.0    12.6    12.5    14.4
Diaphragm : M       4.3     3.2     2.1     0.9     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       3.1     2.3     1.5     0.7     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      54.2    46.9    34.7    17.6    13.5    14.1     0.0
DC(Max)     V       1.3     2.7     4.0     5.4     5.7     5.6     6.5
DL-Comp   : M      39.0    33.8    25.0    12.7     9.7    10.2     0.0
DC(Min)     V       1.0     1.9     2.9     3.9     4.1     4.0     4.7
DL-Comp   : M      35.9    31.0    23.0    11.6     8.9     9.3     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     3.7     3.7     4.3
DL-Comp   : M      15.6    13.5    10.0     5.0     3.9     4.0     0.0
DW(Min)     V       0.4     0.8     1.2     1.5     1.6     1.6     1.9
LL + I    : M+    982.3   858.9   655.2   347.2   267.7   280.4     0.0
            V      12.0    29.6   113.9   137.2   142.9   142.0   159.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    78.7    94.6   114.2   137.2   142.9   142.0   159.7
            M     918.2   814.5   634.3   347.2   269.1   281.6     0.0
Total     : M+   1398.4  1218.2   920.7   481.7   370.5   388.3     0.0
            V      22.5    50.4   144.8   178.4   186.1   184.9   209.2
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    89.2   115.4   145.2   178.4   186.1   184.9   209.2
            M    1334.3  1173.9   899.8   481.7   372.0   389.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               15.8             15.8
Deck+Haunch            20.0             20.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            2.7              2.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           32.4             32.4
DL-Comp.(DW)           21.4             21.4
Live                  112.0            112.0
        Truck          92.4             92.4
        Lane           19.6             19.6
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, 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    27.5    26.2    34.3    67.5    91.3   105.6   110.3
(Max)       V      12.6    10.9    11.0    10.5     7.9     5.2     2.6     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     4.6     4.4     5.8    11.4    15.4    17.8    18.6
DC(Max)     V       2.1     1.8     1.9     1.8     1.3     0.9     0.4     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    34.8    33.2    43.4    85.7   115.8   133.9   139.9
Haunch (Max)V      16.0    13.9    14.0    13.3    10.0     6.6     3.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     0.7     1.7     2.6     3.5     4.4
(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    11.3    10.8    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.5     4.3     3.2     2.2     1.1     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     6.2     5.9     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.5     2.4     1.8     1.2     0.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   112.2   107.0   139.6   272.6   364.0   413.7   421.6
            V      66.4    60.7    61.0    59.2    52.0    44.8    37.5    30.3
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    66.4    60.7    61.0    59.2    52.0    44.8    37.5    30.3
            M       0.0   112.2   107.0   139.6   272.6   364.0   413.7   421.6
Total     : M+      0.0   197.2   188.1   245.7   482.0   647.3   741.8   765.3
            V     105.4    94.6    95.1    91.6    76.4    61.1    45.8    30.6
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   105.4    94.6    95.1    91.6    76.4    61.1    45.8    30.6
            M       0.0   197.2   188.1   245.7   482.0   647.3   741.8   765.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   32.78   32.67   35.00
Self wt.  : M     105.6    91.3    67.5    34.3    26.2    27.5     0.0
(Max)       V       2.6     5.2     7.9    10.5    11.0    10.9    12.6
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      17.8    15.4    11.4     5.8     4.4     4.6     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     1.9     1.8     2.1
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     133.9   115.8    85.7    43.4    33.2    34.8     0.0
Haunch (Max)V       3.3     6.6    10.0    13.3    14.0    13.9    16.0
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       3.5     2.6     1.7     0.7     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      43.4    37.5    27.7    14.1    10.8    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.5     4.5     5.2
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      23.9    20.7    15.3     7.8     5.9     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.5     2.5     2.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    413.7   364.0   272.6   139.6   107.0   112.2     0.0
            V      37.5    44.8    52.0    59.2    61.0    60.7    66.4
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    37.5    44.8    52.0    59.2    61.0    60.7    66.4
            M     413.7   364.0   272.6   139.6   107.0   112.2     0.0
Total     : M+    741.8   647.3   482.0   245.7   188.1   197.2     0.0
            V      45.8    61.1    76.4    91.6    95.1    94.6   105.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    45.8    61.1    76.4    91.6    95.1    94.6   105.4
            M     741.8   647.3   482.0   245.7   188.1   197.2     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    3.63    7.27   10.90   14.53   18.17   12.72
 
Beam-Self
Precast-top    0.058   0.069   0.123   0.162   0.185   0.192   0.175 
Bottom        -0.049  -0.058  -0.103  -0.135  -0.155  -0.161  -0.147 
 
Prestress
Precast-top   -0.273  -0.273  -0.273  -0.273  -0.273  -0.273  -0.273 
Bottom         1.120   1.120   1.120   1.120   1.120   1.120   1.120 
 
Total
Precast-top   -0.214  -0.203  -0.149  -0.111  -0.088  -0.080  -0.097 
Bottom         1.071   1.062   1.017   0.985   0.966   0.959   0.974 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.07 %)
             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    2.97    6.60   10.23   13.87   17.50
 
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   0.007   0.006   0.008   0.017   0.023   0.026   0.027 
Precast-top   -0.056  -0.135  -0.131  -0.107   0.031   0.129   0.189   0.210 
Bottom         0.231   0.912   0.878   0.885   0.756   0.663   0.607   0.587 
 

 
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    3.63    7.27   10.90   14.53   18.17   12.72
 
Beam-Self
Precast-top    0.058   0.069   0.123   0.162   0.185   0.192   0.175 
Bottom        -0.049  -0.058  -0.103  -0.135  -0.155  -0.161  -0.147 
 
Prestress
Precast-top   -0.273  -0.273  -0.273  -0.273  -0.273  -0.273  -0.273 
Bottom         1.120   1.120   1.120   1.120   1.120   1.120   1.120 
 
Total
Precast-top   -0.214  -0.203  -0.149  -0.111  -0.088  -0.080  -0.097 
Bottom         1.071   1.062   1.017   0.985   0.966   0.959   0.974 
 
As_top  , in2  0.795   0.738   0.000   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 =  9.07 %)
             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    2.97    6.60   10.23   13.87   17.50
 
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    2.97    6.60   10.23   13.87   17.50
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   0.047   0.045   0.058   0.114   0.152   0.173   0.177 
Precast-top   -0.028  -0.043  -0.042  -0.023   0.074   0.144   0.184   0.196 
Bottom         0.115   0.359   0.346   0.322   0.141   0.016  -0.056  -0.072 
 

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
    209.2    6.5   49.2    0.256   0.0   6.00e-3 50.0    212.7     1.032    2.347      0.47
      0.0    0.2   49.2     41.9 0.145      19.7 0.87    12.00     0.092    1.718 
Transfer:   3.00
    184.9    6.5   49.2    1.156   0.0   4.60e-3 45.1    181.3     0.745    1.760      0.00
    389.5    0.8   48.8    189.0 0.129      24.2 1.08    12.00     0.092    1.931 
Critical:   4.73
    166.9    6.5   49.2    1.269   0.0   2.60e-3 38.1    149.0     0.479    1.320      0.00
    643.3    0.9   48.8    189.0 0.117      36.5 1.63    24.00     0.092    2.138 
0.1L    :   3.63
    178.4    6.5   49.2    1.197   0.0   3.83e-3 42.4    170.4     0.637    1.760      0.00
    481.7    0.9   48.8    189.0 0.125      27.8 1.24    24.00     0.092    2.002 
0.2L    :   7.27
    145.2    6.5   49.2    1.433   0.0   2.35e-3 37.2    122.4     0.381    0.620      0.00
    899.8    1.0   48.7    189.0 0.102      39.0 1.74    24.00     0.092    1.475 
0.3L    :  10.90
    115.4    6.5   49.2    1.670   0.0   1.88e-3 35.6     83.6     0.246    0.496      0.00
   1173.9    1.2   48.7    189.0 0.081      44.6 1.99    24.00     0.092    1.664 
0.4L    :  14.53
     89.2    6.5   49.2    1.736   0.0   1.83e-3 35.4     53.9     0.157    0.413      0.00
   1334.3    1.2   48.6    189.0 0.063      45.3 2.03    24.00     0.092    1.883 
0.5L    :  18.17
     63.6    6.5   49.2    1.736   0.0   1.47e-3 34.1     19.6     0.092    0.413      0.00
   1367.0    1.2   48.6    189.0 0.045      51.0 2.28    24.00     0.092    2.820 
0.6L    :  21.80
     89.2    6.5   49.2    1.736   0.0   1.83e-3 35.4     53.9     0.157    0.413      0.00
   1334.3    1.2   48.6    189.0 0.063      45.3 2.03    24.00     0.092    1.883 
0.7L    :  25.43
    115.4    6.5   49.2    1.670   0.0   1.88e-3 35.6     83.6     0.246    0.496      0.00
   1173.9    1.2   48.7    189.0 0.081      44.6 1.99    24.00     0.092    1.664 
0.8L    :  29.06
    145.2    6.5   49.2    1.433   0.0   2.35e-3 37.2    122.4     0.381    0.620      0.00
    899.8    1.0   48.7    189.0 0.102      39.0 1.74    24.00     0.092    1.475 
0.9L    :  32.70
    178.4    6.5   49.2    1.197   0.0   3.83e-3 42.4    170.4     0.637    1.760      0.00
    481.7    0.9   48.8    189.0 0.125      27.8 1.24    24.00     0.092    2.002 
Critical:  31.60
    166.9    6.5   49.2    1.269   0.0   2.60e-3 38.1    149.0     0.479    1.320      0.00
    643.3    0.9   48.8    189.0 0.117      36.5 1.63    24.00     0.092    2.138 
Transfer:  33.33
    184.9    6.5   49.2    1.156   0.0   4.60e-3 45.1    181.3     0.745    1.760      0.00
    389.5    0.8   48.8    189.0 0.129      24.2 1.08    12.00     0.092    1.931 
Bearing :  35.67
    209.2    6.5   49.2    0.256   0.0   6.00e-3 50.0    212.7     1.032    2.347      0.47
      0.0    0.2   49.2     41.9 0.145      19.7 0.87    12.00     0.092    1.718 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    0.68
 
 
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
    209.2      4.73     49.25    0.18       49.16    24.00      0.300      0.826      0.000      0.000*
Transfer:      2.33
    184.9      4.21     49.25    0.82       48.84    24.00      0.300      0.653      0.000      1.760 
Critical:      4.07
    166.9      3.80     49.25    0.90       48.80    24.00      0.300      0.517      0.000      1.320 
0.1L    :      2.97
    178.4      4.06     49.25    0.85       48.82    24.00      0.300      0.603      0.000      1.760 
0.2L    :      6.60
    145.2      3.31     49.25    1.02       48.74    24.00      0.300      0.353      0.000      0.620 
0.3L    :     10.23
    115.4      2.63     49.25    1.19       48.66    24.00      0.300      0.128      0.000      0.496 
0.4L    :     13.87
     89.2      2.04     49.25    1.23       48.63    24.00      0.300      0.000      0.000      0.413 
0.5L    :     17.50
     63.6      1.45     49.25    1.23       48.63    24.00      0.300      0.000      0.000      0.413 
0.6L    :     21.13
     89.2      2.04     49.25    1.23       48.63    24.00      0.300      0.000      0.000      0.413 
0.7L    :     24.77
    115.4      2.63     49.25    1.19       48.66    24.00      0.300      0.128      0.000      0.496 
0.8L    :     28.40
    145.2      3.31     49.25    1.02       48.74    24.00      0.300      0.353      0.000      0.620 
0.9L    :     32.03
    178.4      4.06     49.25    0.85       48.82    24.00      0.300      0.603      0.000      1.760 
Critical:     30.93
    166.9      3.80     49.25    0.90       48.80    24.00      0.300      0.517      0.000      1.320 
Transfer:     32.67
    184.9      4.21     49.25    0.82       48.84    24.00      0.300      0.653      0.000      1.760 
Bearing :     35.00
    209.2      4.73     49.25    0.18       49.16    24.00      0.300      0.826      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 = 2.97 ft
Prestress      :       0.058  1.80      0.105  2.20      0.128
Self Wt.       :      -0.011  1.85     -0.020  2.40     -0.026
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          :       0.047            0.084            0.102
 
At 0.2 x L = 6.60 ft
Prestress      :       0.105  1.80      0.188  2.20      0.230
Self Wt.       :      -0.021  1.85     -0.039  2.40     -0.050
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          :       0.084            0.150            0.180
 
At 0.3 x L = 10.23 ft
Prestress      :       0.138  1.80      0.248  2.20      0.303
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.068
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          :       0.109            0.195            0.235
 
At 0.4 x L = 13.87 ft
Prestress      :       0.158  1.80      0.284  2.20      0.347
Self Wt.       :      -0.033  1.85     -0.062  2.40     -0.080
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          :       0.124            0.222            0.267
 
At 0.5 x L = 17.50 ft
Prestress      :       0.164  1.80      0.296  2.20      0.361
Self Wt.       :      -0.035  1.85     -0.065  2.40     -0.084
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          :       0.129            0.231            0.277
 
At 0.6 x L = 21.13 ft
Prestress      :       0.158  1.80      0.284  2.20      0.347
Self Wt.       :      -0.033  1.85     -0.062  2.40     -0.080
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          :       0.124            0.222            0.267
 
At 0.7 x L = 24.77 ft
Prestress      :       0.138  1.80      0.248  2.20      0.303
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.068
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          :       0.109            0.195            0.235
 
At 0.8 x L = 28.40 ft
Prestress      :       0.105  1.80      0.188  2.20      0.230
Self Wt.       :      -0.021  1.85     -0.039  2.40     -0.050
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          :       0.084            0.150            0.180
 
At 0.9 x L = 32.03 ft
Prestress      :       0.058  1.80      0.105  2.20      0.128
Self Wt.       :      -0.011  1.85     -0.020  2.40     -0.026
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          :       0.047            0.084            0.102
 

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
   388.3    49.2  1.156  268.5    1.0   0.82   1262.8  0.156T 1.00       -       -     -     -  
H/2     :   2.22
   370.5    49.2  1.111  268.6    0.9   0.79   1214.5  0.162T 1.00       -       -     -     -  
0.1L    :   2.97
   481.7    49.2  1.197  268.5    1.0   0.85   1307.2  0.151T 1.00       -       -     -     -  
0.2L    :   6.60
   920.7    49.2  1.433  268.2    1.2   1.02   1561.1  0.125T 1.00       -       -     -     -  
0.3L    :  10.23
  1218.2    49.2  1.670  267.9    1.4   1.19   1813.5  0.107T 1.00       -       -     -     -  
0.4L    :  13.87
  1398.4    49.2  1.736  267.8    1.4   1.23   1884.0  0.103T 1.00    842.7   842.7    2.24    -  
0.5L    :  17.50
  1447.8    49.2  1.736  267.8    1.4   1.23   1884.0  0.103T 1.00    835.7   835.7    2.25    -  
0.6L    :  21.13
  1398.4    49.2  1.736  267.8    1.4   1.23   1884.0  0.103T 1.00    842.7   842.7    2.24    -  
0.7L    :  24.77
  1218.2    49.2  1.670  267.9    1.4   1.19   1813.5  0.107T 1.00       -       -     -     -  
0.8L    :  28.40
   920.7    49.2  1.433  268.2    1.2   1.02   1561.1  0.125T 1.00       -       -     -     -  
0.9L    :  32.03
   481.7    49.2  1.197  268.5    1.0   0.85   1307.2  0.151T 1.00       -       -     -     -  
H/2     :  32.78
   370.5    49.2  1.111  268.6    0.9   0.79   1214.5  0.162T 1.00       -       -     -     -  
Transfer:  32.67
   388.3    49.2  1.156  268.5    1.0   0.82   1262.8  0.156T 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 1-4; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.033
        M   2.00 Fb     0.250
 
  2   2 E   6.00 Ft    -0.078
        M   6.00 Fb     0.511
 
  3   2 E   6.00 Ft    -0.123
        M   6.00 Fb     0.772
 
  4   2 E   2.00 Ft    -0.214
        M   2.00 Fb     1.071
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 36.33            Release Length, ft: 36.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  2.78 %               Final losses:  9.99 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.071     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.214       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)                  1884.00     1447.83     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   0.027     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.210     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   0.912    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   0.196     Midspan
    Pre.Bot:                                                             2.000   0.359    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.164  1.80      0.296  2.20      0.361
Self Wt.       :      -0.035  1.85     -0.065  2.40     -0.084
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          :       0.129            0.231            0.277
 
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   35.00
     DC  Line       0.076      0.00       0.076   35.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    17.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 36.330 ft
Release length = 36.330 ft
Design  length = 35.000 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)  : 0.923   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.891   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.981   (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     2.97     6.60    10.23    13.87    17.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    693.9    701.2    700.9    701.2    701.2    701.2    701.2    701.2
  Yb      ,  in    20.69    20.52    20.52    20.52    20.52    20.52    20.52    20.52
  MI(Ixx) , in4   179554   181575   181475   181575   181575   181575   181575   181575
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1411.6   1418.6   1418.3   1418.6   1418.6   1418.6   1418.6   1418.6
  Yb      ,  in    35.23    35.08    35.08    35.08    35.08    35.08    35.08    35.08
  MI(Ixx) , in4   471728   478555   478217   478555   478555   478555   478555   478555

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:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 4.00 in):
     4 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.893 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.866 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.048 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)       
-------------------------------------------------------------------------------------
       290.640         740 215.074      6.464 26180.365   446.669     229.967        
 
 
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      6.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       6.6667      9.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00       9.6670     12.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      12.1670     24.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.1631     26.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      26.6631     29.6634    Yes
      2      US#5[M16]       60.00        0.62       9.00      29.6634     31.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      31.1634     31.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      31.8301     34.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      34.3301     36.2051     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 36.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg =  4.00 in
         P_init    =      340.3 kips  Ecc = 16.74 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     5.45 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.848 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.96 ksi    0.00 ksi
    due to Composite Loads                                 -0.34 ksi    0.00 ksi
    due to Live Loads                                      -2.19 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                         4.47 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  5.45 ksi  ( 2.78 %)            14.29 ksi ( 7.29 %)
Total Prestress Losses                                    19.74 ksi (10.07 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 176.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    27.5    26.2    34.3    67.5    91.3   105.6   110.3
(Max)       V      12.6    10.9    11.0    10.5     7.9     5.2     2.6     0.0
DL-Prec.  : M       0.0     4.2     4.0     5.3    10.4    14.1    16.3    17.0
DC(Max)     V       1.9     1.7     1.7     1.6     1.2     0.8     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    30.7    29.3    38.3    75.4   102.0   117.9   123.2
Haunch (Max)V      14.1    12.2    12.3    11.7     8.8     5.8     2.9     0.0
Diaphragm : M       0.0     0.3     0.3     0.4     0.8     1.3     1.7     2.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.3    10.8    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.5     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     6.2     5.9     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.5     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   156.8   149.7   194.2   366.4   480.3   549.3   566.0
            V      79.9    71.1    71.5    68.6    57.0    14.8     6.0    28.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    79.9    71.1    71.5    68.6    57.2    47.3    39.4    31.7
            M       0.0   157.5   150.5   194.2   354.7   455.5   513.5   520.8
Total     : M+      0.0   237.0   226.2   294.2   563.7   747.2   858.2   889.1
            V     116.7   103.0   103.6    99.2    79.9    30.2    13.8    29.0
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   116.7   103.0   103.6    99.2    80.1    62.7    47.1    31.8
            M       0.0   237.7   227.0   294.2   552.0   722.4   822.4   843.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   32.78   32.67   35.00
Self wt.  : M     105.6    91.3    67.5    34.3    26.2    27.5     0.0
(Max)       V       2.6     5.2     7.9    10.5    11.0    10.9    12.6
DL-Prec.  : M      16.3    14.1    10.4     5.3     4.0     4.2     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.7     1.7     1.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     117.9   102.0    75.4    38.3    29.3    30.7     0.0
Haunch (Max)V       2.9     5.8     8.8    11.7    12.3    12.2    14.1
Diaphragm : M       1.7     1.3     0.8     0.4     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      43.4    37.5    27.7    14.1    10.8    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.5     4.5     5.2
DL-Comp   : M      23.9    20.7    15.3     7.8     5.9     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.5     2.5     2.9
LL + I    : M+    549.3   480.3   366.4   194.2   149.7   156.8     0.0
            V       6.0    14.8    57.0    68.6    71.5    71.1    79.9
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    39.4    47.3    57.2    68.6    71.5    71.1    79.9
            M     513.5   455.5   354.7   194.2   150.5   157.5     0.0
Total     : M+    858.2   747.2   563.7   294.2   226.2   237.0     0.0
            V      13.8    30.2    79.9    99.2   103.6   103.0   116.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    47.1    62.7    80.1    99.2   103.6   103.0   116.7
            M     822.4   722.4   552.0   294.2   227.0   237.7     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               12.6             12.6
Deck+Haunch            14.1             14.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.9              1.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.9             25.9
DL-Comp.(DW)           14.3             14.3
Live                   64.0             64.0
        Truck          52.8             52.8
        Lane           11.2             11.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    27.5    26.2    34.3    67.5    91.3   105.6   110.3
(Max)       V      12.6    10.9    11.0    10.5     7.9     5.2     2.6     0.0
DL-Prec.  : M       0.0     4.2     4.0     5.3    10.4    14.1    16.3    17.0
DC(Max)     V       1.9     1.7     1.7     1.6     1.2     0.8     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    30.7    29.3    38.3    75.4   102.0   117.9   123.2
Haunch (Max)V      14.1    12.2    12.3    11.7     8.8     5.8     2.9     0.0
Diaphragm : M       0.0     0.3     0.3     0.4     0.8     1.3     1.7     2.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.3    10.8    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.5     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     6.2     5.9     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.5     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   125.4   119.7   155.3   293.1   384.3   439.5   452.8
            V      63.9    56.8    57.2    54.9    45.6    11.9     4.8    23.1
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    63.9    56.8    57.2    54.9    45.7    37.9    31.5    25.3
            M       0.0   126.0   120.4   155.3   283.8   364.4   410.8   416.6
Total     : M+      0.0   205.7   196.2   255.3   490.4   651.2   748.3   775.9
            V     100.7    88.8    89.3    85.5    68.5    27.2    12.5    23.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   100.7    88.8    89.3    85.5    68.7    53.2    39.2    25.4
            M       0.0   206.2   196.9   255.3   481.1   631.3   719.7   739.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   32.78   32.67   35.00
Self wt.  : M     105.6    91.3    67.5    34.3    26.2    27.5     0.0
(Max)       V       2.6     5.2     7.9    10.5    11.0    10.9    12.6
DL-Prec.  : M      16.3    14.1    10.4     5.3     4.0     4.2     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.7     1.7     1.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     117.9   102.0    75.4    38.3    29.3    30.7     0.0
Haunch (Max)V       2.9     5.8     8.8    11.7    12.3    12.2    14.1
Diaphragm : M       1.7     1.3     0.8     0.4     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      43.4    37.5    27.7    14.1    10.8    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.5     4.5     5.2
DL-Comp   : M      23.9    20.7    15.3     7.8     5.9     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.5     2.5     2.9
LL + I    : M+    439.5   384.3   293.1   155.3   119.7   125.4     0.0
            V       4.8    11.9    45.6    54.9    57.2    56.8    63.9
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    31.5    37.9    45.7    54.9    57.2    56.8    63.9
            M     410.8   364.4   283.8   155.3   120.4   126.0     0.0
Total     : M+    748.3   651.2   490.4   255.3   196.2   205.7     0.0
            V      12.5    27.2    68.5    85.5    89.3    88.8   100.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    39.2    53.2    68.7    85.5    89.3    88.8   100.7
            M     719.7   631.3   481.1   255.3   196.9   206.2     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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    34.4    32.8    42.8    84.4   114.2   132.0   137.9
(Max)       V      15.8    13.7    13.8    13.1     9.8     6.5     3.3     0.0
Self wt.  : M       0.0    24.7    23.6    30.8    60.8    82.2    95.0    99.3
(Min)       V      11.3     9.8     9.9     9.4     7.1     4.7     2.4     0.0
DL-Prec.  : M       0.0     5.3     5.1     6.6    13.0    17.6    20.4    21.3
DC(Max)     V       2.4     2.1     2.1     2.0     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     3.8     3.6     4.8     9.4    12.7    14.7    15.3
DC(Min)     V       1.8     1.5     1.5     1.5     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    38.4    36.6    47.8    94.3   127.5   147.4   154.0
Haunch (Max)V      17.6    15.3    15.4    14.6    11.0     7.3     3.7     0.0
Deck +    : M       0.0    27.6    26.3    34.4    67.9    91.8   106.1   110.9
Haunch (Min)V      12.7    11.0    11.1    10.5     7.9     5.3     2.6     0.0
Diaphragm : M       0.0     0.4     0.3     0.5     1.0     1.6     2.2     2.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.3     0.7     1.2     1.6     2.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.1    13.5    17.6    34.7    46.9    54.2    56.7
DC(Max)     V       6.5     5.6     5.7     5.4     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0    10.2     9.7    12.7    25.0    33.8    39.0    40.8
DC(Min)     V       4.7     4.0     4.1     3.9     2.9     1.9     1.0     0.0
DL-Comp   : M       0.0     9.3     8.9    11.6    23.0    31.0    35.9    37.5
DW(Max)     V       4.3     3.7     3.7     3.6     2.7     1.8     0.9     0.0
DL-Comp   : M       0.0     4.0     3.9     5.0    10.0    13.5    15.6    16.3
DW(Min)     V       1.9     1.6     1.6     1.5     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   274.4   261.9   339.8   641.3   840.6   961.4   990.5
            V     139.8   124.3   125.1   120.1    99.7    25.9    10.5    50.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   139.8   124.3   125.1   120.1   100.0    82.8    68.9    55.4
            M       0.0   275.6   263.4   339.8   620.8   797.2   898.6   911.3
Total     : M+      0.0   376.2   359.1   466.7   891.7  1179.4  1353.4  1400.6
            V     186.6   164.8   165.9   159.0   128.9    45.4    20.3    50.7
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   186.6   164.8   165.9   159.0   129.2   102.3    78.7    55.5
            M       0.0   377.5   360.5   466.7   871.2  1136.0  1290.7  1321.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   32.78   32.67   35.00
Self wt.  : M     132.0   114.2    84.4    42.8    32.8    34.4     0.0
(Max)       V       3.3     6.5     9.8    13.1    13.8    13.7    15.8
Self wt.  : M      95.0    82.2    60.8    30.8    23.6    24.7     0.0
(Min)       V       2.4     4.7     7.1     9.4     9.9     9.8    11.3
DL-Prec.  : M      20.4    17.6    13.0     6.6     5.1     5.3     0.0
DC(Max)     V       0.5     1.0     1.5     2.0     2.1     2.1     2.4
DL-Prec.  : M      14.7    12.7     9.4     4.8     3.6     3.8     0.0
DC(Min)     V       0.4     0.7     1.1     1.5     1.5     1.5     1.8
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     147.4   127.5    94.3    47.8    36.6    38.4     0.0
Haunch (Max)V       3.7     7.3    11.0    14.6    15.4    15.3    17.6
Deck +    : M     106.1    91.8    67.9    34.4    26.3    27.6     0.0
Haunch (Min)V       2.6     5.3     7.9    10.5    11.1    11.0    12.7
Diaphragm : M       2.2     1.6     1.0     0.5     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       1.6     1.2     0.7     0.3     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      54.2    46.9    34.7    17.6    13.5    14.1     0.0
DC(Max)     V       1.3     2.7     4.0     5.4     5.7     5.6     6.5
DL-Comp   : M      39.0    33.8    25.0    12.7     9.7    10.2     0.0
DC(Min)     V       1.0     1.9     2.9     3.9     4.1     4.0     4.7
DL-Comp   : M      35.9    31.0    23.0    11.6     8.9     9.3     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     3.7     3.7     4.3
DL-Comp   : M      15.6    13.5    10.0     5.0     3.9     4.0     0.0
DW(Min)     V       0.4     0.8     1.2     1.5     1.6     1.6     1.9
LL + I    : M+    961.4   840.6   641.3   339.8   262.0   274.4     0.0
            V      10.5    25.9    99.7   120.1   125.1   124.3   139.8
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    68.9    82.8   100.0   120.1   125.1   124.3   139.8
            M     898.6   797.2   620.8   339.8   263.4   275.6     0.0
Total     : M+   1353.4  1179.4   891.7   466.7   359.1   376.2     0.0
            V      20.3    45.4   128.9   159.0   165.9   164.8   186.6
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    78.7   102.3   129.2   159.0   165.9   164.8   186.6
            M    1290.7  1136.0   871.2   466.7   360.5   377.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               15.8             15.8
Deck+Haunch            17.6             17.6
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.4              2.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           32.4             32.4
DL-Comp.(DW)           21.4             21.4
Live                  112.0            112.0
        Truck          92.4             92.4
        Lane           19.6             19.6
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, 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    27.5    26.2    34.3    67.5    91.3   105.6   110.3
(Max)       V      12.6    10.9    11.0    10.5     7.9     5.2     2.6     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     4.2     4.0     5.3    10.4    14.1    16.3    17.0
DC(Max)     V       1.9     1.7     1.7     1.6     1.2     0.8     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    30.7    29.3    38.3    75.4   102.0   117.9   123.2
Haunch (Max)V      14.1    12.2    12.3    11.7     8.8     5.8     2.9     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     0.4     0.8     1.3     1.7     2.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.3    10.8    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.5     4.3     3.2     2.2     1.1     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     6.2     5.9     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.5     2.4     1.8     1.2     0.6     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   120.1   156.7   306.1   408.6   464.4   473.4
            V      72.7    66.5    66.8    64.8    56.9    49.0    41.1    33.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    72.7    66.5    66.8    64.8    56.9    49.0    41.1    33.2
            M       0.0   125.9   120.1   156.7   306.1   408.6   464.4   473.4
Total     : M+      0.0   206.2   196.6   256.7   503.4   675.5   773.2   796.5
            V     109.5    98.4    98.9    95.4    79.9    64.3    48.8    33.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   109.5    98.4    98.9    95.4    79.9    64.3    48.8    33.3
            M       0.0   206.2   196.6   256.7   503.4   675.5   773.2   796.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   32.78   32.67   35.00
Self wt.  : M     105.6    91.3    67.5    34.3    26.2    27.5     0.0
(Max)       V       2.6     5.2     7.9    10.5    11.0    10.9    12.6
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      16.3    14.1    10.4     5.3     4.0     4.2     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.7     1.7     1.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     117.9   102.0    75.4    38.3    29.3    30.7     0.0
Haunch (Max)V       2.9     5.8     8.8    11.7    12.3    12.2    14.1
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       1.7     1.3     0.8     0.4     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      43.4    37.5    27.7    14.1    10.8    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.5     4.5     5.2
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      23.9    20.7    15.3     7.8     5.9     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.5     2.5     2.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    464.4   408.6   306.1   156.7   120.1   125.9     0.0
            V      41.1    49.0    56.9    64.8    66.8    66.5    72.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    41.1    49.0    56.9    64.8    66.8    66.5    72.7
            M     464.4   408.6   306.1   156.7   120.1   125.9     0.0
Total     : M+    773.2   675.5   503.4   256.7   196.6   206.2     0.0
            V      48.8    64.3    79.9    95.4    98.9    98.4   109.5
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    48.8    64.3    79.9    95.4    98.9    98.4   109.5
            M     773.2   675.5   503.4   256.7   196.6   206.2     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    3.63    7.27   10.90   14.53   18.17   12.72
 
Beam-Self
Precast-top    0.058   0.069   0.123   0.162   0.185   0.192   0.175 
Bottom        -0.049  -0.058  -0.103  -0.135  -0.155  -0.161  -0.147 
 
Prestress
Precast-top   -0.273  -0.273  -0.273  -0.273  -0.273  -0.273  -0.273 
Bottom         1.120   1.120   1.120   1.120   1.120   1.120   1.120 
 
Total
Precast-top   -0.214  -0.203  -0.149  -0.111  -0.088  -0.080  -0.097 
Bottom         1.071   1.062   1.017   0.985   0.966   0.959   0.974 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.07 %)
             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    2.97    6.60   10.23   13.87   17.50
 
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   0.007   0.007   0.009   0.018   0.025   0.028   0.030 
Precast-top   -0.056  -0.142  -0.138  -0.116   0.012   0.104   0.160   0.179 
Bottom         0.231   0.918   0.884   0.893   0.772   0.684   0.632   0.614 
 

 
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    3.63    7.27   10.90   14.53   18.17   12.72
 
Beam-Self
Precast-top    0.058   0.069   0.123   0.162   0.185   0.192   0.175 
Bottom        -0.049  -0.058  -0.103  -0.135  -0.155  -0.161  -0.147 
 
Prestress
Precast-top   -0.273  -0.273  -0.273  -0.273  -0.273  -0.273  -0.273 
Bottom         1.120   1.120   1.120   1.120   1.120   1.120   1.120 
 
Total
Precast-top   -0.214  -0.203  -0.149  -0.111  -0.088  -0.080  -0.097 
Bottom         1.071   1.062   1.017   0.985   0.966   0.959   0.974 
 
As_top  , in2  0.795   0.738   0.000   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 =  9.07 %)
             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    2.97    6.60   10.23   13.87   17.50
 
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    2.97    6.60   10.23   13.87   17.50
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   0.057   0.054   0.071   0.139   0.185   0.211   0.215 
Precast-top   -0.028  -0.040  -0.039  -0.019   0.082   0.154   0.195   0.207 
Bottom         0.115   0.348   0.336   0.309   0.117  -0.017  -0.092  -0.109 
 

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
    186.6    6.5   49.2    0.256   0.0   6.00e-3 50.0    187.6     0.910    2.347      0.30
      0.0    0.2   49.1     41.9 0.130      19.7 0.87    12.00     0.092    1.926 
Transfer:   3.00
    164.8    6.5   49.2    1.157   0.0   3.37e-3 40.8    152.7     0.540    1.760      0.00
    377.5    0.9   48.8    189.0 0.116      30.5 1.36    24.00     0.092    2.164 
Critical:   4.73
    148.7    6.5   49.2    1.270   0.0   1.72e-3 35.0    118.3     0.340    1.320      0.00
    622.6    1.0   48.7    189.0 0.104      47.0 2.10    24.00     0.092    2.396 
0.1L    :   3.63
    159.0    6.5   49.2    1.198   0.0   2.68e-3 38.4    140.9     0.458    1.760      0.00
    466.7    1.0   48.8    189.0 0.111      35.7 1.60    24.00     0.092    2.243 
0.2L    :   7.27
    129.2    6.5   49.2    1.435   0.0   1.78e-3 35.2     97.6     0.283    0.620      0.00
    871.2    1.2   48.7    189.0 0.091      45.9 2.05    24.00     0.092    1.808 
0.3L    :  10.90
    102.3    6.5   49.2    1.671   0.0   1.41e-3 33.9     61.6     0.171    0.496      0.00
   1136.0    1.3   48.6    189.0 0.072      52.1 2.33    24.00     0.092    2.033 
0.4L    :  14.53
     78.7    6.5   49.2    1.736   0.0   1.41e-3 33.9     35.4     0.098    0.413      0.00
   1290.7    1.4   48.5    189.0 0.055      52.1 2.33    24.00     0.092    2.300 
0.5L    :  18.17
     55.5    6.5   49.2    1.736   0.0   1.09e-3 32.8      2.9     0.092    0.413      0.00
   1321.5    1.4   48.5    189.0 0.039      58.8 2.64    24.00     0.092    3.473 
0.6L    :  21.80
     78.7    6.5   49.2    1.736   0.0   1.41e-3 33.9     35.4     0.098    0.413      0.00
   1290.7    1.4   48.5    189.0 0.055      52.1 2.33    24.00     0.092    2.300 
0.7L    :  25.43
    102.3    6.5   49.2    1.671   0.0   1.41e-3 33.9     61.6     0.171    0.496      0.00
   1136.0    1.3   48.6    189.0 0.072      52.1 2.33    24.00     0.092    2.033 
0.8L    :  29.06
    129.2    6.5   49.2    1.435   0.0   1.78e-3 35.2     97.6     0.283    0.620      0.00
    871.2    1.2   48.7    189.0 0.091      45.9 2.05    24.00     0.092    1.808 
0.9L    :  32.70
    159.0    6.5   49.2    1.198   0.0   2.68e-3 38.4    140.9     0.458    1.760      0.00
    466.7    1.0   48.8    189.0 0.111      35.7 1.60    24.00     0.092    2.243 
Critical:  31.60
    148.7    6.5   49.2    1.270   0.0   1.72e-3 35.0    118.3     0.340    1.320      0.00
    622.6    1.0   48.7    189.0 0.104      47.0 2.10    24.00     0.092    2.396 
Transfer:  33.33
    164.8    6.5   49.2    1.157   0.0   3.37e-3 40.8    152.7     0.540    1.760      0.00
    377.5    0.9   48.8    189.0 0.116      30.5 1.36    24.00     0.092    2.164 
Bearing :  35.67
    186.6    6.5   49.2    0.256   0.0   6.00e-3 50.0    187.6     0.910    2.347      0.30
      0.0    0.2   49.1     41.9 0.130      19.7 0.87    12.00     0.092    1.926 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    0.68
 
 
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
    186.6      4.22     49.25    0.21       49.15    24.00      0.300      0.656      0.000      0.000*
Transfer:      2.33
    164.8      3.75     49.25    0.94       48.78    24.00      0.300      0.502      0.000      1.760 
Critical:      4.06
    148.8      3.39     49.25    1.03       48.74    24.00      0.300      0.381      0.000      1.320 
0.1L    :      2.97
    159.0      3.62     49.25    0.97       48.77    24.00      0.300      0.457      0.000      1.760 
0.2L    :      6.60
    129.2      2.95     49.25    1.16       48.67    24.00      0.300      0.233      0.000      0.620 
0.3L    :     10.23
    102.3      2.34     49.25    1.35       48.58    24.00      0.300      0.030      0.000      0.496 
0.4L    :     13.87
     78.7      1.80     49.25    1.40       48.55    24.00      0.300      0.000      0.000      0.413 
0.5L    :     17.50
     55.5      1.27     49.25    1.40       48.55    24.00      0.300      0.000      0.000      0.413 
0.6L    :     21.13
     78.7      1.80     49.25    1.40       48.55    24.00      0.300      0.000      0.000      0.413 
0.7L    :     24.77
    102.3      2.34     49.25    1.35       48.58    24.00      0.300      0.030      0.000      0.496 
0.8L    :     28.40
    129.2      2.95     49.25    1.16       48.67    24.00      0.300      0.233      0.000      0.620 
0.9L    :     32.03
    159.0      3.62     49.25    0.97       48.77    24.00      0.300      0.457      0.000      1.760 
Critical:     30.94
    148.8      3.39     49.25    1.03       48.74    24.00      0.300      0.381      0.000      1.320 
Transfer:     32.67
    164.8      3.75     49.25    0.94       48.78    24.00      0.300      0.502      0.000      1.760 
Bearing :     35.00
    186.6      4.22     49.25    0.21       49.15    24.00      0.300      0.656      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 = 2.97 ft
Prestress      :       0.058  1.80      0.105  2.20      0.128
Self Wt.       :      -0.011  1.85     -0.020  2.40     -0.026
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          :       0.047            0.084            0.102
 
At 0.2 x L = 6.60 ft
Prestress      :       0.105  1.80      0.188  2.20      0.230
Self Wt.       :      -0.021  1.85     -0.039  2.40     -0.050
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          :       0.084            0.150            0.180
 
At 0.3 x L = 10.23 ft
Prestress      :       0.138  1.80      0.248  2.20      0.303
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.068
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          :       0.109            0.195            0.235
 
At 0.4 x L = 13.87 ft
Prestress      :       0.158  1.80      0.284  2.20      0.347
Self Wt.       :      -0.033  1.85     -0.062  2.40     -0.080
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          :       0.124            0.222            0.267
 
At 0.5 x L = 17.50 ft
Prestress      :       0.164  1.80      0.296  2.20      0.361
Self Wt.       :      -0.035  1.85     -0.065  2.40     -0.084
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          :       0.129            0.231            0.277
 
At 0.6 x L = 21.13 ft
Prestress      :       0.158  1.80      0.284  2.20      0.347
Self Wt.       :      -0.033  1.85     -0.062  2.40     -0.080
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          :       0.124            0.222            0.267
 
At 0.7 x L = 24.77 ft
Prestress      :       0.138  1.80      0.248  2.20      0.303
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.068
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          :       0.109            0.195            0.235
 
At 0.8 x L = 28.40 ft
Prestress      :       0.105  1.80      0.188  2.20      0.230
Self Wt.       :      -0.021  1.85     -0.039  2.40     -0.050
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          :       0.084            0.150            0.180
 
At 0.9 x L = 32.03 ft
Prestress      :       0.058  1.80      0.105  2.20      0.128
Self Wt.       :      -0.011  1.85     -0.020  2.40     -0.026
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          :       0.047            0.084            0.102
 

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
   376.2    49.2  1.157  268.3    1.1   0.94   1261.8  0.137T 1.00       -       -     -     -  
H/2     :   2.22
   359.1    49.2  1.112  268.4    1.1   0.90   1213.6  0.142T 1.00       -       -     -     -  
0.1L    :   2.97
   466.7    49.2  1.198  268.2    1.1   0.97   1306.0  0.132T 1.00       -       -     -     -  
0.2L    :   6.60
   891.7    49.2  1.435  267.9    1.4   1.16   1558.9  0.110T 1.00       -       -     -     -  
0.3L    :  10.23
  1179.4    49.2  1.671  267.6    1.6   1.35   1810.1  0.094T 1.00       -       -     -     -  
0.4L    :  13.87
  1353.4    49.2  1.736  267.5    1.6   1.40   1878.6  0.090T 1.00    845.5   845.5    2.22    -  
0.5L    :  17.50
  1400.6    49.2  1.736  267.5    1.6   1.40   1878.6  0.090T 1.00    839.4   839.4    2.24    -  
0.6L    :  21.13
  1353.4    49.2  1.736  267.5    1.6   1.40   1878.6  0.090T 1.00    845.5   845.5    2.22    -  
0.7L    :  24.77
  1179.4    49.2  1.671  267.6    1.6   1.35   1810.1  0.094T 1.00       -       -     -     -  
0.8L    :  28.40
   891.7    49.2  1.435  267.9    1.4   1.16   1558.9  0.110T 1.00       -       -     -     -  
0.9L    :  32.03
   466.7    49.2  1.198  268.2    1.1   0.97   1306.0  0.132T 1.00       -       -     -     -  
H/2     :  32.78
   359.1    49.2  1.112  268.4    1.1   0.90   1213.6  0.142T 1.00       -       -     -     -  
Transfer:  32.67
   376.2    49.2  1.157  268.3    1.1   0.94   1261.8  0.137T 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 1-4; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.033
        M   2.00 Fb     0.250
 
  2   2 E   6.00 Ft    -0.078
        M   6.00 Fb     0.511
 
  3   2 E   6.00 Ft    -0.123
        M   6.00 Fb     0.772
 
  4   2 E   2.00 Ft    -0.214
        M   2.00 Fb     1.071
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 36.33            Release Length, ft: 36.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  2.78 %               Final losses: 10.07 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.071     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.214       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)                  1878.58     1400.64     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   0.030     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.179     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   0.918    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   0.207     Midspan
    Pre.Bot:                                                             2.000   0.348    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.164  1.80      0.296  2.20      0.361
Self Wt.       :      -0.035  1.85     -0.065  2.40     -0.084
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          :       0.129            0.231            0.277
 
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

