 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTC45 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 45 feet, girder spacing is 9.25 feet, and deck overhang width is 3 feet 
                     and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) Straight Strands only.
                     (9) The beam lifting and supporting points are both assumed are 2 feet and 2.25 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_92c7.tmp\BTC45\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 =     46.330
Bearing-to-bearing, ft =     45.000
Release span      , ft =     46.330
 
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   45.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   45.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   45.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   45.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   45.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   45.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   45.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   45.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   45.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   45.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   45.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   22.500
   1    2        0.500   22.500
   1    3        0.500   22.500
   1    4        0.500   22.500
   1    5        0.250   22.500
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   45.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   45.00   Right Barrier Weight
   1    DW Area        0.020   40.83          -       -    Future Wearing Surface
 
TEMPERATURE LOADS
-----------------
 
LIVE LOADS
----------
Live load deflection: included.
ID: Design Lane (Type: Design Lane)
ID: Design Tandem (Type: Design Tandem)
ID: Design Truck (Type: Design Truck)
 
Pedestrian Load - NONE
 

ANALYSIS DATA:
--------------
ANALYSIS PARAMETERS DATA
------------------------
 
  Truck impact:       1.330 
  Lane  impact:       1.000 
  Strength II impact: 1.330 
  Fatigue impact:     1.150 
 
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
 
  Include sacrificial deck thick in ts:                     NO   
  Is Span Post-tensioned:                                   NO   
  Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO   
  ADTT (Average Daily Truck Traffic)    :                   5000 
  Percent of the specified force effect :                   1.00 
  Apply reduction of Moment for skew:                       NO   
 
NOTE: Beam specific dead and live load DFs are printed in beam level reports.
 
LOAD FACTORS: (Table 3.4.1-1 & 3.4.1-2)
---------------------------------------
 
               Live DC(max) DC(min) DW(max) DW(min) 
----------------------------------------------------
  Service I:   1.00    1.00    1.00    1.00    1.00 
  Service III: 0.80    1.00    1.00    1.00    1.00 
  Strength I:  1.75    1.25    0.90    1.50    0.65 
  Fatigue I:   1.75    -       -       -       -    
 
 
----------
 
  Ductility Factor:  1.00 
  Redundancy Factor: 1.00 
  Importance Factor: 1.00 
 
----------------------------------------------------------------------------------------------------


PROJECT PARAMETERS DATA:
------------------------
SPAN TO DEPTH RATIO (Table 2.5.2.6.3-1):
----------------------------------------
 
  Span Computed Allowable Status 
---------------------------------
     1    0.095     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:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.60 in):
 
  6 @  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 10.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.6670 15.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 15.6670 30.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 30.6631 35.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 35.6631 39.6634 Yes       
       2 US#5[M16]  60.0  0.62    9.00 39.6634 41.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 41.1634 41.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 41.8301 44.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 44.3301 46.2051 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 46.3300       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:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.60 in):
 
  6 @  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 10.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.6670 15.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 15.6670 30.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 30.6631 35.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 35.6631 39.6634 Yes       
       2 US#5[M16]  60.0  0.62    9.00 39.6634 41.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 41.1634 41.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 41.8301 44.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 44.3301 46.2051 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 46.3300       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:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.60 in):
 
  6 @  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 10.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.6670 15.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 15.6670 30.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 30.6631 35.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 35.6631 39.6634 Yes       
       2 US#5[M16]  60.0  0.62    9.00 39.6634 41.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 41.1634 41.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 41.8301 44.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 44.3301 46.2051 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 46.3300       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:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.60 in):
 
  6 @  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 10.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.6670 15.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 15.6670 30.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 30.6631 35.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 35.6631 39.6634 Yes       
       2 US#5[M16]  60.0  0.62    9.00 39.6634 41.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 41.1634 41.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 41.8301 44.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 44.3301 46.2051 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 46.3300       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:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.60 in):
 
  6 @  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 10.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.6670 15.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 15.6670 30.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 30.6631 35.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 35.6631 39.6634 Yes       
       2 US#5[M16]  60.0  0.62    9.00 39.6634 41.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 41.1634 41.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 41.8301 44.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 44.3301 46.2051 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 46.3300       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   45.00
     DC  Line       0.052      0.00       0.052   45.00
     DC  Line       0.076      0.00       0.076   45.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    22.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 46.330 ft
Release length = 46.330 ft
Design  length = 45.000 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)  : 0.861   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.904   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.996   (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     3.97     8.60    13.23    17.87    22.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    694.4    703.6    703.1    703.6    703.6    703.6    703.6    703.6
  Yb      ,  in    20.68    20.45    20.46    20.45    20.45    20.45    20.45    20.45
  MI(Ixx) , in4   179735   182372   182242   182372   182372   182372   182372   182372
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1412.1   1420.9   1420.4   1420.9   1420.9   1420.9   1420.9   1420.9
  Yb      ,  in    35.22    35.02    35.03    35.02    35.02    35.02    35.02    35.02
  MI(Ixx) , in4   472279   481016   480584   481016   481016   481016   481016   481016

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:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.60 in):
     6 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.905 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.881 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.076 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)       
-------------------------------------------------------------------------------------
       463.300         740 342.842      8.244 33386.629   517.002     293.266        
 
 
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     10.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.6670     15.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      15.6670     30.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      30.6631     35.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      35.6631     39.6634    Yes
      2      US#5[M16]       60.00        0.62       9.00      39.6634     41.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      41.1634     41.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      41.8301     44.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      44.3301     46.2051     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 46.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  3.60 in
         P_init    =      425.4 kips  Ecc = 17.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.57 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.022 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.71 ksi    0.00 ksi
    due to Composite Loads                                 -0.57 ksi    0.00 ksi
    due to Live Loads                                      -2.91 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                         5.59 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.57 ksi  ( 3.35 %)            13.72 ksi ( 7.00 %)
Total Prestress Losses                                    20.29 ksi (10.35 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 175.7 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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    35.9    34.2    58.7   112.8   151.5   174.7   182.4
(Max)       V      16.2    14.5    14.6    13.4    10.0     6.7     3.3     0.0
DL-Prec.  : M       0.0     8.1     7.7    13.3    25.5    34.3    39.6    41.3
DC(Max)     V       3.7     3.3     3.3     3.0     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.1    38.2    65.5   126.0   169.2   195.1   203.7
Haunch (Max)V      18.1    16.2    16.3    14.9    11.2     7.5     3.7     0.0
Diaphragm : M       0.0     0.3     0.3     0.5     1.1     1.7     2.2     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.7    14.0    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.0     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     8.1     7.8    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.3     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   170.1   162.2   275.1   510.7   656.9   737.7   746.4
            V      89.9    83.4    83.8    78.9    24.0    11.6    39.7    27.2
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    89.9    83.4    83.8    78.9    65.7    54.0    42.8    33.7
            M      -0.0   172.2   164.3   275.1   488.5   617.9   661.8   656.7
Total     : M+      0.0   277.4   264.4   450.5   848.0  1110.0  1260.6  1293.0
            V     138.4   126.9   127.4   118.8    54.0    31.6    49.8    27.3
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   138.4   126.9   127.4   118.8    95.7    74.0    52.9    33.9
            M      -0.0   279.5   266.5   450.5   825.8  1071.1  1184.6  1203.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   42.78   42.67   45.00
Self wt.  : M     174.7   151.5   112.8    58.7    34.2    35.9     0.0
(Max)       V       3.3     6.7    10.0    13.4    14.6    14.5    16.2
DL-Prec.  : M      39.6    34.3    25.5    13.3     7.7     8.1     0.0
DC(Max)     V       0.8     1.5     2.3     3.0     3.3     3.3     3.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     195.1   169.2   126.0    65.5    38.2    40.1     0.0
Haunch (Max)V       3.7     7.5    11.2    14.9    16.3    16.2    18.1
Diaphragm : M       2.2     1.7     1.1     0.5     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      71.7    62.2    46.3    24.1    14.0    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.0     6.0     6.7
DL-Comp   : M      39.6    34.3    25.6    13.3     7.8     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.3     3.3     3.7
LL + I    : M+    737.7   656.9   510.7   275.1   162.2   170.1     0.0
            V      39.7    11.6    24.0    78.9    83.8    83.4    89.9
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    42.8    54.0    65.7    78.9    83.8    83.4    89.9
            M     661.8   617.9   488.5   275.1   164.3   172.2    -0.0
Total     : M+   1260.6  1110.0   848.0   450.5   264.4   277.4     0.0
            V      49.8    31.6    54.0   118.8   127.4   126.9   138.4
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    52.9    74.0    95.7   118.8   127.4   126.9   138.4
            M    1184.6  1071.1   825.8   450.5   266.5   279.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.2             16.2
Deck+Haunch            18.1             18.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.7              3.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           33.3             33.3
DL-Comp.(DW)           18.4             18.4
Live                   71.5             71.5
        Truck          57.1             57.1
        Lane           14.4             14.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    35.9    34.2    58.7   112.8   151.5   174.7   182.4
(Max)       V      16.2    14.5    14.6    13.4    10.0     6.7     3.3     0.0
DL-Prec.  : M       0.0     8.1     7.7    13.3    25.5    34.3    39.6    41.3
DC(Max)     V       3.7     3.3     3.3     3.0     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.1    38.2    65.5   126.0   169.2   195.1   203.7
Haunch (Max)V      18.1    16.2    16.3    14.9    11.2     7.5     3.7     0.0
Diaphragm : M       0.0     0.3     0.3     0.5     1.1     1.7     2.2     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.7    14.0    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.0     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     8.1     7.8    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.3     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   136.1   129.7   220.1   408.6   525.5   590.1   597.2
            V      71.9    66.7    67.0    63.1    19.2     9.2    31.7    21.8
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    71.9    66.7    67.0    63.1    52.5    43.2    34.3    27.0
            M      -0.0   137.8   131.5   220.1   390.8   494.3   529.4   525.3
Total     : M+      0.0   243.3   231.9   395.4   745.9   978.7  1113.0  1143.7
            V     120.4   110.2   110.7   103.1    49.2    29.3    41.8    21.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   120.4   110.2   110.7   103.1    82.5    63.2    44.3    27.1
            M      -0.0   245.0   233.7   395.4   728.1   947.5  1052.3  1071.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   42.78   42.67   45.00
Self wt.  : M     174.7   151.5   112.8    58.7    34.2    35.9     0.0
(Max)       V       3.3     6.7    10.0    13.4    14.6    14.5    16.2
DL-Prec.  : M      39.6    34.3    25.5    13.3     7.7     8.1     0.0
DC(Max)     V       0.8     1.5     2.3     3.0     3.3     3.3     3.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     195.1   169.2   126.0    65.5    38.2    40.1     0.0
Haunch (Max)V       3.7     7.5    11.2    14.9    16.3    16.2    18.1
Diaphragm : M       2.2     1.7     1.1     0.5     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      71.7    62.2    46.3    24.1    14.0    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.0     6.0     6.7
DL-Comp   : M      39.6    34.3    25.6    13.3     7.8     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.3     3.3     3.7
LL + I    : M+    590.1   525.5   408.6   220.1   129.7   136.1     0.0
            V      31.7     9.2    19.2    63.1    67.0    66.7    71.9
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    34.3    43.2    52.5    63.1    67.0    66.7    71.9
            M     529.4   494.3   390.8   220.1   131.5   137.8    -0.0
Total     : M+   1113.0   978.7   745.9   395.4   232.0   243.3     0.0
            V      41.8    29.3    49.2   103.1   110.7   110.2   120.4
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    44.3    63.2    82.5   103.1   110.7   110.2   120.4
            M    1052.3   947.5   728.1   395.4   233.7   245.0    -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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    44.9    42.8    73.3   141.0   189.3   218.3   228.0
(Max)       V      20.3    18.2    18.3    16.7    12.5     8.3     4.2     0.0
Self wt.  : M       0.0    32.3    30.8    52.8   101.5   136.3   157.2   164.2
(Min)       V      14.6    13.1    13.2    12.0     9.0     6.0     3.0     0.0
DL-Prec.  : M       0.0    10.2     9.7    16.6    31.9    42.9    49.4    51.6
DC(Max)     V       4.6     4.1     4.1     3.8     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     7.3     7.0    12.0    23.0    30.9    35.6    37.2
DC(Min)     V       3.3     3.0     3.0     2.7     2.0     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    50.1    47.7    81.9   157.5   211.5   243.9   254.6
Haunch (Max)V      22.6    20.3    20.4    18.6    14.0     9.3     4.7     0.0
Deck +    : M       0.0    36.1    34.4    59.0   113.4   152.3   175.6   183.3
Haunch (Min)V      16.3    14.6    14.7    13.4    10.1     6.7     3.4     0.0
Diaphragm : M       0.0     0.4     0.3     0.6     1.3     2.1     2.8     3.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.4     1.0     1.5     2.0     2.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    18.4    17.6    30.1    57.9    77.8    89.7    93.7
DC(Max)     V       8.3     7.5     7.5     6.9     5.1     3.4     1.7     0.0
DL-Comp   : M       0.0    13.3    12.6    21.7    41.7    56.0    64.6    67.4
DC(Min)     V       6.0     5.4     5.4     4.9     3.7     2.5     1.2     0.0
DL-Comp   : M       0.0    12.2    11.6    19.9    38.4    51.5    59.4    62.0
DW(Max)     V       5.5     4.9     5.0     4.5     3.4     2.3     1.1     0.0
DL-Comp   : M       0.0     5.3     5.0     8.6    16.6    22.3    25.7    26.9
DW(Min)     V       2.4     2.1     2.2     2.0     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   297.6   283.8   481.4   893.7  1149.6  1291.0  1306.3
            V     157.3   146.0   146.6   138.1    42.1    20.2    69.4    47.6
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   157.3   146.0   146.6   138.1   114.9    94.5    74.9    59.1
            M      -0.0   301.3   287.6   481.4   854.9  1081.4  1158.1  1149.2
Total     : M+      0.0   433.8   413.5   703.9  1321.8  1724.6  1954.4  1999.8
            V     218.8   201.1   202.0   188.7    80.1    45.6    82.2    47.7
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   218.8   201.1   202.0   188.7   153.0   119.9    87.7    59.2
            M      -0.0   437.5   417.3   703.9  1282.9  1656.4  1821.6  1842.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   42.78   42.67   45.00
Self wt.  : M     218.3   189.3   141.0    73.3    42.8    44.9     0.0
(Max)       V       4.2     8.3    12.5    16.7    18.3    18.2    20.3
Self wt.  : M     157.2   136.3   101.5    52.8    30.8    32.3     0.0
(Min)       V       3.0     6.0     9.0    12.0    13.2    13.1    14.6
DL-Prec.  : M      49.4    42.9    31.9    16.6     9.7    10.2     0.0
DC(Max)     V       0.9     1.9     2.8     3.8     4.1     4.1     4.6
DL-Prec.  : M      35.6    30.9    23.0    12.0     7.0     7.3     0.0
DC(Min)     V       0.7     1.4     2.0     2.7     3.0     3.0     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     243.9   211.5   157.5    81.9    47.7    50.1     0.0
Haunch (Max)V       4.7     9.3    14.0    18.6    20.4    20.3    22.6
Deck +    : M     175.6   152.3   113.4    59.0    34.4    36.1     0.0
Haunch (Min)V       3.4     6.7    10.1    13.4    14.7    14.6    16.3
Diaphragm : M       2.8     2.1     1.3     0.6     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.0     1.5     1.0     0.4     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      89.7    77.8    57.9    30.1    17.6    18.4     0.0
DC(Max)     V       1.7     3.4     5.1     6.9     7.5     7.5     8.3
DL-Comp   : M      64.6    56.0    41.7    21.7    12.6    13.3     0.0
DC(Min)     V       1.2     2.5     3.7     4.9     5.4     5.4     6.0
DL-Comp   : M      59.4    51.5    38.4    19.9    11.6    12.2     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.0     4.9     5.5
DL-Comp   : M      25.7    22.3    16.6     8.6     5.0     5.3     0.0
DW(Min)     V       0.5     1.0     1.5     2.0     2.2     2.1     2.4
LL + I    : M+   1290.9  1149.6   893.7   481.4   283.8   297.6     0.0
            V      69.4    20.2    42.1   138.1   146.6   146.0   157.3
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    74.9    94.5   114.9   138.1   146.6   146.0   157.3
            M    1158.1  1081.4   854.9   481.4   287.6   301.3    -0.0
Total     : M+   1954.4  1724.6  1321.8   703.9   413.5   433.8     0.0
            V      82.2    45.6    80.1   188.7   202.0   201.1   218.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    87.7   119.9   153.0   188.7   202.0   201.1   218.8
            M    1821.6  1656.4  1282.9   703.9   417.3   437.5    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               20.3             20.3
Deck+Haunch            22.6             22.6
Diaphragm               0.2              0.2
DL-Prec.(DC)            4.6              4.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           41.6             41.6
DL-Comp.(DW)           27.6             27.6
Live                  125.1            125.1
        Truck          99.9             99.9
        Lane           25.2             25.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    35.9    34.2    58.7   112.8   151.5   174.7   182.4
(Max)       V      16.2    14.5    14.6    13.4    10.0     6.7     3.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     8.1     7.7    13.3    25.5    34.3    39.6    41.3
DC(Max)     V       3.7     3.3     3.3     3.0     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.1    38.2    65.5   126.0   169.2   195.1   203.7
Haunch (Max)V      18.1    16.2    16.3    14.9    11.2     7.5     3.7     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     0.5     1.1     1.7     2.2     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    14.7    14.0    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.0     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     8.1     7.8    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.3     3.0     2.3     1.5     0.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   144.8   138.2   231.7   413.6   543.6   618.8   634.4
            V      85.8    78.1    78.5    72.7    59.8    51.1    43.1    35.1
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    85.8    78.1    78.5    72.7    59.8    51.1    43.1    35.1
            M       0.0   144.8   138.2   231.7   413.6   543.6   618.8   634.4
Total     : M+      0.0   252.1   240.4   407.1   750.9   996.7  1141.7  1180.9
            V     134.3   121.5   122.2   112.6    89.8    71.1    53.2    35.2
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   134.3   121.5   122.2   112.6    89.8    71.1    53.2    35.2
            M       0.0   252.1   240.4   407.1   750.9   996.7  1141.7  1180.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   42.78   42.67   45.00
Self wt.  : M     174.7   151.5   112.8    58.7    34.2    35.9     0.0
(Max)       V       3.3     6.7    10.0    13.4    14.6    14.5    16.2
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      39.6    34.3    25.5    13.3     7.7     8.1     0.0
DC(Max)     V       0.8     1.5     2.3     3.0     3.3     3.3     3.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     195.1   169.2   126.0    65.5    38.2    40.1     0.0
Haunch (Max)V       3.7     7.5    11.2    14.9    16.3    16.2    18.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       2.2     1.7     1.1     0.5     0.3     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      71.7    62.2    46.3    24.1    14.0    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.0     6.0     6.7
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      39.6    34.3    25.6    13.3     7.8     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.3     3.3     3.7
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    618.8   543.6   413.6   231.7   138.2   144.8     0.0
            V      43.1    51.1    59.8    72.7    78.5    78.1    85.8
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    43.1    51.1    59.8    72.7    78.5    78.1    85.8
            M     618.8   543.6   413.6   231.7   138.2   144.8     0.0
Total     : M+   1141.7   996.7   750.9   407.1   240.4   252.1     0.0
            V      53.2    71.1    89.8   112.6   122.2   121.5   134.3
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    53.2    71.1    89.8   112.6   122.2   121.5   134.3
            M    1141.7   996.7   750.9   407.1   240.4   252.1     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    4.63    9.27   13.90   18.53   23.17   16.22
 
Beam-Self
Precast-top    0.076   0.112   0.200   0.262   0.300   0.312   0.284 
Bottom        -0.063  -0.094  -0.167  -0.219  -0.250  -0.260  -0.237 
 
Prestress
Precast-top   -0.360  -0.360  -0.360  -0.360  -0.360  -0.360  -0.360 
Bottom         1.409   1.409   1.409   1.409   1.409   1.409   1.409 
 
Total
Precast-top   -0.285  -0.248  -0.160  -0.098  -0.061  -0.048  -0.076 
Bottom         1.346   1.315   1.242   1.190   1.159   1.148   1.172 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.64 %)
             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    3.97    8.60   13.23   17.87   22.50
 
Prestress
Precast-top   -0.074  -0.326  -0.313  -0.326  -0.326  -0.326  -0.326  -0.326
Bottom         0.290   1.273   1.225   1.273   1.273   1.273   1.273   1.273
 
Self wt.
Precast-top   -0.000   0.058   0.055   0.095   0.182   0.245   0.282   0.295
Bottom        -0.000  -0.048  -0.046  -0.079  -0.152  -0.204  -0.235  -0.245
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.013   0.021   0.041   0.055   0.064   0.067
Bottom        -0.000  -0.011  -0.010  -0.018  -0.034  -0.046  -0.053  -0.056
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.065   0.062   0.106   0.203   0.273   0.315   0.329
Bottom        -0.000  -0.054  -0.051  -0.088  -0.170  -0.228  -0.263  -0.274
 
DL-Comp (DC)
Topping-top   -0.000   0.006   0.006   0.010   0.020   0.026   0.030   0.032
Precast-top   -0.000   0.004   0.003   0.006   0.012   0.015   0.018   0.019
Bottom        -0.000  -0.013  -0.012  -0.021  -0.040  -0.054  -0.063  -0.065
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.006   0.011   0.015   0.017   0.017
Precast-top   -0.000   0.002   0.002   0.003   0.006   0.009   0.010   0.010
Bottom        -0.000  -0.007  -0.007  -0.012  -0.022  -0.030  -0.035  -0.036
 
LL+I(+)
Topping-top   -0.000   0.072   0.069   0.116   0.216   0.277   0.312   0.315
Precast-top   -0.000   0.042   0.040   0.068   0.127   0.163   0.184   0.186
Bottom        -0.000  -0.149  -0.142  -0.240  -0.446  -0.574  -0.645  -0.652
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.082   0.078   0.132   0.246   0.318   0.359   0.364 
Precast-top   -0.074  -0.141  -0.138  -0.025   0.248   0.438   0.550   0.584 
Bottom         0.290   0.991   0.956   0.814   0.407   0.135  -0.023  -0.060 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.010   0.009   0.016   0.030   0.041   0.047   0.049 
Precast-top   -0.074  -0.184  -0.178  -0.093   0.121   0.274   0.367   0.398 
Bottom         0.290   1.139   1.098   1.054   0.853   0.708   0.622   0.592 
 

 
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    4.63    9.27   13.90   18.53   23.17   16.22
 
Beam-Self
Precast-top    0.076   0.112   0.200   0.262   0.300   0.312   0.284 
Bottom        -0.063  -0.094  -0.167  -0.219  -0.250  -0.260  -0.237 
 
Prestress
Precast-top   -0.360  -0.360  -0.360  -0.360  -0.360  -0.360  -0.360 
Bottom         1.409   1.409   1.409   1.409   1.409   1.409   1.409 
 
Total
Precast-top   -0.285  -0.248  -0.160  -0.098  -0.061  -0.048  -0.076 
Bottom         1.346   1.315   1.242   1.190   1.159   1.148   1.172 
 
As_top  , in2  1.085   0.893   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 =  9.64 %)
             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    3.97    8.60   13.23   17.87   22.50
 
Prestress
Precast-top   -0.074  -0.326  -0.313  -0.326  -0.326  -0.326  -0.326  -0.326
Bottom         0.290   1.273   1.225   1.273   1.273   1.273   1.273   1.273
 
Self wt.
Precast-top   -0.000   0.058   0.055   0.095   0.182   0.245   0.282   0.295
Bottom        -0.000  -0.048  -0.046  -0.079  -0.152  -0.204  -0.235  -0.245
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.013   0.021   0.041   0.055   0.064   0.067
Bottom        -0.000  -0.011  -0.010  -0.018  -0.034  -0.046  -0.053  -0.056
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.065   0.062   0.106   0.203   0.273   0.315   0.329
Bottom        -0.000  -0.054  -0.051  -0.088  -0.170  -0.228  -0.263  -0.274
 
DL-Comp (DC)
Topping-top   -0.000   0.006   0.006   0.010   0.020   0.026   0.030   0.032
Precast-top   -0.000   0.004   0.003   0.006   0.012   0.015   0.018   0.019
Bottom        -0.000  -0.013  -0.012  -0.021  -0.040  -0.054  -0.063  -0.065
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.006   0.011   0.015   0.017   0.017
Precast-top   -0.000   0.002   0.002   0.003   0.006   0.009   0.010   0.010
Bottom        -0.000  -0.007  -0.007  -0.012  -0.022  -0.030  -0.035  -0.036
 
LL+I(+)
Topping-top   -0.000   0.057   0.055   0.093   0.173   0.222   0.249   0.252
Precast-top   -0.000   0.034   0.032   0.055   0.102   0.131   0.147   0.149
Bottom        -0.000  -0.119  -0.113  -0.192  -0.357  -0.459  -0.516  -0.522
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.067   0.064   0.109   0.203   0.263   0.296   0.301 
Precast-top   -0.074  -0.150  -0.146  -0.039   0.223   0.405   0.514   0.547 
Bottom         0.290   1.020   0.984   0.862   0.496   0.249   0.106   0.070 
 

 
 
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    3.97    8.60   13.23   17.87   22.50
F_LL+I(+)
Topping-top   -0.000   0.061   0.058   0.098   0.175   0.230   0.261   0.268
Precast-top   -0.000   0.036   0.034   0.058   0.103   0.135   0.154   0.158
Bottom        -0.000  -0.127  -0.121  -0.202  -0.361  -0.475  -0.541  -0.554
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.066   0.063   0.106   0.190   0.250   0.285   0.293 
Precast-top   -0.037  -0.056  -0.055   0.011   0.163   0.273   0.337   0.357 
Bottom         0.145   0.443   0.428   0.325   0.065  -0.121  -0.230  -0.258 
 

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
    218.8    6.5   49.6    0.319   0.0   6.00e-3 50.0    223.3     1.075    2.347      0.27
      0.0    0.3   49.5     41.9 0.151      19.9 0.87    12.00     0.092    1.655 
Transfer:   3.00
    201.1    6.5   49.6    1.440   0.0   3.17e-3 40.1    191.4     0.657    1.760      0.00
    437.5    1.2   49.1    189.0 0.140      32.1 1.42    12.00     0.092    1.784 
Critical:   4.75
    187.8    6.5   49.6    1.584   0.0   1.69e-3 34.9    161.0     0.458    1.320      0.00
    724.1    1.3   49.0    189.0 0.131      47.7 2.12    12.00     0.092    1.908 
0.1L    :   4.63
    188.7    6.5   49.6    1.574   0.0   1.78e-3 35.2    163.5     0.471    1.320      0.00
    703.9    1.3   49.0    189.0 0.132      46.2 2.05    12.00     0.092    1.899 
0.2L    :   9.27
    153.0    6.5   49.6    1.954   0.0   1.77e-3 35.2    123.7     0.357    0.620      0.00
   1282.9    1.6   48.9    189.0 0.107      46.2 2.06    24.00     0.092    1.535 
0.3L    :  13.90
    119.9    6.5   49.6    2.170   0.0   1.90e-3 35.6     88.8     0.261    0.496      0.00
   1656.4    1.7   48.8    189.0 0.084      44.4 1.98    24.00     0.092    1.600 
0.4L    :  18.53
     87.7    6.5   49.6    2.170   0.0   2.03e-3 36.1     54.9     0.164    0.413      0.00
   1821.6    1.7   48.8    189.0 0.061      42.6 1.90    24.00     0.092    1.854 
0.5L    :  23.17
     59.2    6.5   49.6    2.170   0.0   1.66e-3 34.8     17.8     0.092    0.413      0.00
   1842.6    1.7   48.8    189.0 0.042      48.0 2.14    24.00     0.092    2.934 
0.6L    :  27.80
     87.7    6.5   49.6    2.170   0.0   2.03e-3 36.1     54.9     0.164    0.413      0.00
   1821.6    1.7   48.8    189.0 0.061      42.6 1.90    24.00     0.092    1.854 
0.7L    :  32.43
    119.9    6.5   49.6    2.170   0.0   1.90e-3 35.6     88.8     0.261    0.496      0.00
   1656.4    1.7   48.8    189.0 0.084      44.4 1.98    24.00     0.092    1.600 
0.8L    :  37.06
    153.0    6.5   49.6    1.954   0.0   1.77e-3 35.2    123.7     0.357    0.620      0.00
   1282.9    1.6   48.9    189.0 0.107      46.2 2.06    24.00     0.092    1.535 
0.9L    :  41.70
    188.7    6.5   49.6    1.574   0.0   1.78e-3 35.2    163.5     0.471    1.320      0.00
    703.9    1.3   49.0    189.0 0.132      46.2 2.05    12.00     0.092    1.899 
Critical:  41.58
    187.8    6.5   49.6    1.584   0.0   1.69e-3 34.9    161.0     0.458    1.320      0.00
    724.1    1.3   49.0    189.0 0.131      47.7 2.12    12.00     0.092    1.908 
Transfer:  43.33
    201.1    6.5   49.6    1.440   0.0   3.17e-3 40.1    191.4     0.657    1.760      0.00
    437.5    1.2   49.1    189.0 0.140      32.1 1.42    12.00     0.092    1.784 
Bearing :  45.67
    218.8    6.5   49.6    0.319   0.0   6.00e-3 50.0    223.3     1.075    2.347      0.27
      0.0    0.3   49.5     41.9 0.151      19.9 0.87    12.00     0.092    1.655 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    0.85
 
 
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
    218.8      4.91     49.65    0.26       49.52    24.00      0.300      0.887      0.000      0.000*
Transfer:      2.33
    201.1      4.55     49.65    1.16       49.07    24.00      0.300      0.768      0.000      1.760 
Critical:      4.08
    187.9      4.26     49.65    1.28       49.01    24.00      0.300      0.670      0.000      1.320 
0.1L    :      3.97
    188.7      4.28     49.65    1.27       49.01    24.00      0.300      0.676      0.000      1.320 
0.2L    :      8.60
    153.0      3.48     49.65    1.57       48.86    24.00      0.300      0.410      0.000      0.620 
0.3L    :     13.23
    119.9      2.73     49.65    1.75       48.78    24.00      0.300      0.160      0.000      0.496 
0.4L    :     17.87
     87.7      2.00     49.65    1.75       48.78    24.00      0.300      0.000      0.000      0.413 
0.5L    :     22.50
     59.2      1.35     49.65    1.75       48.78    24.00      0.300      0.000      0.000      0.413 
0.6L    :     27.13
     87.7      2.00     49.65    1.75       48.78    24.00      0.300      0.000      0.000      0.413 
0.7L    :     31.77
    119.9      2.73     49.65    1.75       48.78    24.00      0.300      0.160      0.000      0.496 
0.8L    :     36.40
    153.0      3.48     49.65    1.57       48.86    24.00      0.300      0.410      0.000      0.620 
0.9L    :     41.03
    188.7      4.28     49.65    1.27       49.01    24.00      0.300      0.676      0.000      1.320 
Critical:     40.92
    187.9      4.26     49.65    1.28       49.01    24.00      0.300      0.670      0.000      1.320 
Transfer:     42.67
    201.1      4.55     49.65    1.16       49.07    24.00      0.300      0.768      0.000      1.760 
Bearing :     45.00
    218.8      4.91     49.65    0.26       49.52    24.00      0.300      0.887      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 = 3.97 ft
Prestress      :       0.121  1.80      0.218  2.20      0.267
Self Wt.       :      -0.029  1.85     -0.054  2.40     -0.070
Deck + Haunch  :                       -0.025  2.30     -0.057
DL-Prec. (DC)  :                       -0.005  3.00     -0.015
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.010
DL-Comp. (DW)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 8.60 ft
Prestress      :       0.217  1.80      0.391  2.20      0.478
Self Wt.       :      -0.055  1.85     -0.101  2.40     -0.132
Deck + Haunch  :                       -0.051  2.30     -0.116
DL-Prec. (DC)  :                       -0.010  3.00     -0.031
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 13.23 ft
Prestress      :       0.286  1.80      0.514  2.20      0.629
Self Wt.       :      -0.075  1.85     -0.139  2.40     -0.180
Deck + Haunch  :                       -0.071  2.30     -0.164
DL-Prec. (DC)  :                       -0.014  3.00     -0.043
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.010  3.00     -0.030
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 17.87 ft
Prestress      :       0.327  1.80      0.588  2.20      0.719
Self Wt.       :      -0.088  1.85     -0.163  2.40     -0.211
Deck + Haunch  :                       -0.084  2.30     -0.194
DL-Prec. (DC)  :                       -0.017  3.00     -0.051
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.035
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 22.50 ft
Prestress      :       0.341  1.80      0.613  2.20      0.749
Self Wt.       :      -0.092  1.85     -0.171  2.40     -0.222
Deck + Haunch  :                       -0.089  2.30     -0.204
DL-Prec. (DC)  :                       -0.018  3.00     -0.054
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.037
DL-Comp. (DW)  :                       -0.007  3.00     -0.020
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 27.13 ft
Prestress      :       0.327  1.80      0.588  2.20      0.719
Self Wt.       :      -0.088  1.85     -0.163  2.40     -0.211
Deck + Haunch  :                       -0.084  2.30     -0.194
DL-Prec. (DC)  :                       -0.017  3.00     -0.051
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.035
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 31.77 ft
Prestress      :       0.286  1.80      0.514  2.20      0.629
Self Wt.       :      -0.075  1.85     -0.139  2.40     -0.180
Deck + Haunch  :                       -0.071  2.30     -0.164
DL-Prec. (DC)  :                       -0.014  3.00     -0.043
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.010  3.00     -0.030
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 36.40 ft
Prestress      :       0.217  1.80      0.391  2.20      0.478
Self Wt.       :      -0.055  1.85     -0.101  2.40     -0.132
Deck + Haunch  :                       -0.051  2.30     -0.116
DL-Prec. (DC)  :                       -0.010  3.00     -0.031
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 41.03 ft
Prestress      :       0.121  1.80      0.218  2.20      0.267
Self Wt.       :      -0.029  1.85     -0.054  2.40     -0.070
Deck + Haunch  :                       -0.025  2.30     -0.057
DL-Prec. (DC)  :                       -0.005  3.00     -0.015
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.010
DL-Comp. (DW)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 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
   433.8    49.6  1.440  267.9    1.4   1.16   1577.8  0.109T 1.00       -       -     -     -  
H/2     :   2.22
   413.5    49.6  1.384  268.0    1.3   1.12   1517.8  0.114T 1.00       -       -     -     -  
0.1L    :   3.97
   703.9    49.6  1.574  267.7    1.5   1.27   1721.3  0.100T 1.00       -       -     -     -  
0.2L    :   8.60
  1321.8    49.6  1.954  267.2    1.9   1.57   2125.5  0.080T 1.00       -       -     -     -  
0.3L    :  13.23
  1724.6    49.6  2.170  266.9    2.1   1.75   2353.9  0.072T 1.00   2392.4  2293.7    0.98  1.36 
0.4L    :  17.87
  1954.4    49.6  2.170  266.9    2.1   1.75   2353.9  0.072T 1.00   2362.7  2362.7    1.00  1.20*
0.5L    :  22.50
  1999.8    49.6  2.170  266.9    2.1   1.75   2353.9  0.072T 1.00   2352.6  2352.6    1.00    -  
0.6L    :  27.13
  1954.4    49.6  2.170  266.9    2.1   1.75   2353.9  0.072T 1.00   2362.7  2362.7    1.00  1.20*
0.7L    :  31.77
  1724.6    49.6  2.170  266.9    2.1   1.75   2353.9  0.072T 1.00   2392.4  2293.7    0.98  1.36 
0.8L    :  36.40
  1321.8    49.6  1.954  267.2    1.9   1.57   2125.5  0.080T 1.00       -       -     -     -  
0.9L    :  41.03
   703.9    49.6  1.574  267.7    1.5   1.27   1721.3  0.100T 1.00       -       -     -     -  
H/2     :  42.78
   413.5    49.6  1.384  268.0    1.3   1.12   1517.8  0.114T 1.00       -       -     -     -  
Transfer:  42.67
   433.8    49.6  1.440  267.9    1.4   1.16   1577.8  0.109T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.015
        M   2.00 Fb     0.234
 
  2   2 E   6.00 Ft    -0.059
        M   6.00 Fb     0.493
 
  3   2 E   6.00 Ft    -0.104
        M   6.00 Fb     0.751
 
  4   2 E   2.00 Ft    -0.194
        M   2.00 Fb     1.048
 
  5   2 E   2.00 Ft    -0.285
        M   2.00 Fb     1.345
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 46.33            Release Length, ft: 46.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.35 %               Final losses: 10.35 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.346     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.285       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)                  2353.91     1999.76     Midspan     OK
Note: Check minimum reinforcement criteria
(LRFD Art. 5.6.3.3) in Ultimate Moment detailed report.
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   0.364     Midspan    1.800   0.049     Midspan
    Pre.Top:   3.000   0.584     Midspan    2.250   0.398     Midspan
    Pre.Bot:   3.000   0.991    Transfer    2.250   1.139    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.150    Transfer
    Pre.Bot:  -0.425   0.070     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.357     Midspan
    Pre.Bot:                                                             2.000   0.443    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  22.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.341  1.80      0.613  2.20      0.749
Self Wt.       :      -0.092  1.85     -0.171  2.40     -0.222
Deck + Haunch  :                       -0.089  2.30     -0.204
DL-Prec. (DC)  :                       -0.018  3.00     -0.054
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.037
DL-Comp. (DW)  :                       -0.007  3.00     -0.020
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 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   45.00
     DC  Line       0.087      0.00       0.087   45.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    22.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 46.330 ft
Release length = 46.330 ft
Design  length = 45.000 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)  : 0.880   (Calculated)    
Live Moment (1  lane  loaded)  : 0.650   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.137   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.910   (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     3.97     8.60    13.23    17.87    22.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    694.4    703.6    703.1    703.6    703.6    703.6    703.6    703.6
  Yb      ,  in    20.68    20.45    20.46    20.45    20.45    20.45    20.45    20.45
  MI(Ixx) , in4   179735   182372   182242   182372   182372   182372   182372   182372
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1509.3   1518.1   1517.6   1518.1   1518.1   1518.1   1518.1   1518.1
  Yb      ,  in    36.13    35.94    35.95    35.94    35.94    35.94    35.94    35.94
  MI(Ixx) , in4   490989   500241   499783   500241   500241   500241   500241   500241

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:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.60 in):
     6 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.935 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.919 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.076 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)       
-------------------------------------------------------------------------------------
       463.300         740 342.842      8.244 33386.629   517.002     293.266        
 
 
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     10.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.6670     15.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      15.6670     30.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      30.6631     35.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      35.6631     39.6634    Yes
      2      US#5[M16]       60.00        0.62       9.00      39.6634     41.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      41.1634     41.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      41.8301     44.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      44.3301     46.2051     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 46.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  3.60 in
         P_init    =      425.4 kips  Ecc = 17.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.57 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.022 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.84 ksi    0.00 ksi
    due to Composite Loads                                 -0.56 ksi    0.00 ksi
    due to Live Loads                                      -2.94 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                         5.59 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.57 ksi  ( 3.35 %)            13.56 ksi ( 6.92 %)
Total Prestress Losses                                    20.13 ksi (10.27 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 175.9 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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    35.9    34.2    58.7   112.8   151.5   174.7   182.4
(Max)       V      16.2    14.5    14.6    13.4    10.0     6.7     3.3     0.0
DL-Prec.  : M       0.0     6.1     5.8     9.9    19.1    25.6    29.5    30.8
DC(Max)     V       2.7     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    45.5    43.4    74.4   143.0   192.1   221.5   231.3
Haunch (Max)V      20.6    18.4    18.5    16.9    12.7     8.5     4.2     0.0
Diaphragm : M       0.0     0.6     0.6     1.0     2.2     3.3     4.5     5.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    14.7    14.0    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.0     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     8.1     7.8    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.3     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   173.8   165.7   281.1   521.8   671.2   753.8   762.7
            V     102.7    95.3    95.7    90.1    27.5    13.2    45.3    31.1
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   102.7    95.3    95.7    90.1    75.0    61.7    48.9    38.5
            M      -0.0   176.0   167.9   281.1   499.2   631.4   676.2   671.0
Total     : M+      0.0   284.7   271.4   462.4   870.8  1140.2  1295.2  1329.1
            V     152.8   140.2   140.8   131.4    58.5    34.0    55.8    31.3
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   152.8   140.2   140.8   131.4   106.1    82.4    59.4    38.8
            M      -0.0   286.9   273.6   462.4   848.1  1100.4  1217.7  1237.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   42.78   42.67   45.00
Self wt.  : M     174.7   151.5   112.8    58.7    34.2    35.9     0.0
(Max)       V       3.3     6.7    10.0    13.4    14.6    14.5    16.2
DL-Prec.  : M      29.5    25.6    19.1     9.9     5.8     6.1     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     221.5   192.1   143.0    74.4    43.4    45.5     0.0
Haunch (Max)V       4.2     8.5    12.7    16.9    18.5    18.4    20.6
Diaphragm : M       4.5     3.3     2.2     1.0     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      71.7    62.2    46.3    24.1    14.0    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.0     6.0     6.7
DL-Comp   : M      39.6    34.3    25.6    13.3     7.8     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.3     3.3     3.7
LL + I    : M+    753.8   671.2   521.8   281.1   165.7   173.8     0.0
            V      45.3    13.2    27.5    90.1    95.7    95.3   102.7
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    48.9    61.7    75.0    90.1    95.7    95.3   102.7
            M     676.2   631.4   499.2   281.1   167.9   176.0    -0.0
Total     : M+   1295.2  1140.2   870.8   462.4   271.4   284.7     0.0
            V      55.8    34.0    58.5   131.4   140.8   140.2   152.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    59.4    82.4   106.1   131.4   140.8   140.2   152.8
            M    1217.7  1100.4   848.1   462.4   273.6   286.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.2             16.2
Deck+Haunch            20.6             20.6
Diaphragm               0.2              0.3
DL-Prec.(DC)            2.7              2.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           33.3             33.3
DL-Comp.(DW)           18.4             18.4
Live                   71.5             71.5
        Truck          57.1             57.1
        Lane           14.4             14.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    35.9    34.2    58.7   112.8   151.5   174.7   182.4
(Max)       V      16.2    14.5    14.6    13.4    10.0     6.7     3.3     0.0
DL-Prec.  : M       0.0     6.1     5.8     9.9    19.1    25.6    29.5    30.8
DC(Max)     V       2.7     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    45.5    43.4    74.4   143.0   192.1   221.5   231.3
Haunch (Max)V      20.6    18.4    18.5    16.9    12.7     8.5     4.2     0.0
Diaphragm : M       0.0     0.6     0.6     1.0     2.2     3.3     4.5     5.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    14.7    14.0    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.0     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     8.1     7.8    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.3     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   139.0   132.6   224.9   417.5   537.0   603.0   610.2
            V      82.1    76.2    76.5    72.1    22.0    10.6    36.3    24.8
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    82.1    76.2    76.5    72.1    60.0    49.3    39.1    30.8
            M      -0.0   140.8   134.3   224.9   399.3   505.1   540.9   536.8
Total     : M+      0.0   250.0   238.3   406.2   766.4  1006.0  1144.5  1176.6
            V     132.2   121.2   121.7   113.4    53.0    31.3    46.8    25.1
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   132.2   121.2   121.7   113.4    91.0    70.1    49.6    31.1
            M      -0.0   251.7   240.0   406.2   748.3   974.1  1082.4  1103.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   42.78   42.67   45.00
Self wt.  : M     174.7   151.5   112.8    58.7    34.2    35.9     0.0
(Max)       V       3.3     6.7    10.0    13.4    14.6    14.5    16.2
DL-Prec.  : M      29.5    25.6    19.1     9.9     5.8     6.1     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     221.5   192.1   143.0    74.4    43.4    45.5     0.0
Haunch (Max)V       4.2     8.5    12.7    16.9    18.5    18.4    20.6
Diaphragm : M       4.5     3.3     2.2     1.0     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      71.7    62.2    46.3    24.1    14.0    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.0     6.0     6.7
DL-Comp   : M      39.6    34.3    25.6    13.3     7.8     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.3     3.3     3.7
LL + I    : M+    603.0   537.0   417.5   224.9   132.6   139.0     0.0
            V      36.3    10.6    22.0    72.1    76.5    76.2    82.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    39.1    49.3    60.0    72.1    76.5    76.2    82.1
            M     540.9   505.1   399.3   224.9   134.3   140.8    -0.0
Total     : M+   1144.5  1006.0   766.4   406.2   238.3   250.0     0.0
            V      46.8    31.3    53.0   113.4   121.7   121.2   132.2
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    49.6    70.1    91.0   113.4   121.7   121.2   132.2
            M    1082.4   974.1   748.3   406.2   240.0   251.7    -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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    44.9    42.8    73.3   141.0   189.3   218.3   228.0
(Max)       V      20.3    18.2    18.3    16.7    12.5     8.3     4.2     0.0
Self wt.  : M       0.0    32.3    30.8    52.8   101.5   136.3   157.2   164.2
(Min)       V      14.6    13.1    13.2    12.0     9.0     6.0     3.0     0.0
DL-Prec.  : M       0.0     7.6     7.2    12.4    23.8    32.0    36.9    38.5
DC(Max)     V       3.4     3.1     3.1     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     5.5     5.2     8.9    17.1    23.0    26.6    27.7
DC(Min)     V       2.5     2.2     2.2     2.0     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.9    54.2    93.0   178.8   240.1   276.9   289.1
Haunch (Max)V      25.7    23.0    23.2    21.2    15.9    10.6     5.3     0.0
Deck +    : M       0.0    41.0    39.0    67.0   128.7   172.9   199.3   208.2
Haunch (Min)V      18.5    16.6    16.7    15.2    11.4     7.6     3.8     0.0
Diaphragm : M       0.0     0.7     0.7     1.2     2.7     4.1     5.6     7.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     0.9     1.9     3.0     4.0     5.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    18.4    17.6    30.1    57.9    77.8    89.7    93.7
DC(Max)     V       8.3     7.5     7.5     6.9     5.1     3.4     1.7     0.0
DL-Comp   : M       0.0    13.3    12.6    21.7    41.7    56.0    64.6    67.4
DC(Min)     V       6.0     5.4     5.4     4.9     3.7     2.5     1.2     0.0
DL-Comp   : M       0.0    12.2    11.6    19.9    38.4    51.5    59.4    62.0
DW(Max)     V       5.5     4.9     5.0     4.5     3.4     2.3     1.1     0.0
DL-Comp   : M       0.0     5.3     5.0     8.6    16.6    22.3    25.7    26.9
DW(Min)     V       2.4     2.1     2.2     2.0     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   304.1   290.0   491.9   913.2  1174.6  1319.1  1334.7
            V     179.7   166.7   167.4   157.7    48.0    23.1    79.3    54.3
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   179.7   166.7   167.4   157.7   131.3   107.9    85.6    67.4
            M      -0.0   307.9   293.8   491.9   873.5  1104.9  1183.3  1174.2
Total     : M+      0.0   444.8   424.0   721.9  1355.8  1769.4  2005.8  2053.1
            V     243.2   223.7   224.7   210.1    87.4    49.4    92.6    54.7
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   243.2   223.7   224.7   210.1   170.6   134.3    98.9    67.8
            M      -0.0   448.6   427.9   721.9  1316.1  1699.8  1870.1  1892.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   42.78   42.67   45.00
Self wt.  : M     218.3   189.3   141.0    73.3    42.8    44.9     0.0
(Max)       V       4.2     8.3    12.5    16.7    18.3    18.2    20.3
Self wt.  : M     157.2   136.3   101.5    52.8    30.8    32.3     0.0
(Min)       V       3.0     6.0     9.0    12.0    13.2    13.1    14.6
DL-Prec.  : M      36.9    32.0    23.8    12.4     7.2     7.6     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.1     3.1     3.4
DL-Prec.  : M      26.6    23.0    17.1     8.9     5.2     5.5     0.0
DC(Min)     V       0.5     1.0     1.5     2.0     2.2     2.2     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     276.9   240.1   178.8    93.0    54.2    56.9     0.0
Haunch (Max)V       5.3    10.6    15.9    21.2    23.2    23.0    25.7
Deck +    : M     199.3   172.9   128.7    67.0    39.0    41.0     0.0
Haunch (Min)V       3.8     7.6    11.4    15.2    16.7    16.6    18.5
Diaphragm : M       5.6     4.1     2.7     1.2     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       4.0     3.0     1.9     0.9     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      89.7    77.8    57.9    30.1    17.6    18.4     0.0
DC(Max)     V       1.7     3.4     5.1     6.9     7.5     7.5     8.3
DL-Comp   : M      64.6    56.0    41.7    21.7    12.6    13.3     0.0
DC(Min)     V       1.2     2.5     3.7     4.9     5.4     5.4     6.0
DL-Comp   : M      59.4    51.5    38.4    19.9    11.6    12.2     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.0     4.9     5.5
DL-Comp   : M      25.7    22.3    16.6     8.6     5.0     5.3     0.0
DW(Min)     V       0.5     1.0     1.5     2.0     2.2     2.1     2.4
LL + I    : M+   1319.1  1174.6   913.2   491.9   290.0   304.1     0.0
            V      79.3    23.1    48.0   157.7   167.4   166.7   179.7
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    85.6   107.9   131.3   157.7   167.4   166.7   179.7
            M    1183.3  1104.9   873.5   491.9   293.8   307.9    -0.0
Total     : M+   2005.8  1769.4  1355.8   721.9   424.0   444.8     0.0
            V      92.6    49.4    87.4   210.1   224.7   223.7   243.2
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    98.9   134.3   170.6   210.1   224.7   223.7   243.2
            M    1870.1  1699.8  1316.1   721.9   427.9   448.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               20.3             20.3
Deck+Haunch            25.7             25.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.4              3.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           41.6             41.6
DL-Comp.(DW)           27.6             27.6
Live                  125.1            125.1
        Truck          99.9             99.9
        Lane           25.2             25.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    35.9    34.2    58.7   112.8   151.5   174.7   182.4
(Max)       V      16.2    14.5    14.6    13.4    10.0     6.7     3.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.1     5.8     9.9    19.1    25.6    29.5    30.8
DC(Max)     V       2.7     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    45.5    43.4    74.4   143.0   192.1   221.5   231.3
Haunch (Max)V      20.6    18.4    18.5    16.9    12.7     8.5     4.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     1.0     2.2     3.3     4.5     5.6
(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    14.7    14.0    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.0     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     8.1     7.8    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.3     3.0     2.3     1.5     0.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   117.7   112.3   188.3   336.1   441.8   502.9   515.6
            V      78.4    71.3    71.7    66.4    54.7    46.7    39.4    32.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    78.4    71.3    71.7    66.4    54.7    46.7    39.4    32.1
            M       0.0   117.7   112.3   188.3   336.1   441.8   502.9   515.6
Total     : M+      0.0   228.6   218.0   369.7   685.1   910.8  1044.4  1082.0
            V     128.5   116.3   116.9   107.7    85.7    67.5    49.9    32.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   128.5   116.3   116.9   107.7    85.7    67.5    49.9    32.3
            M       0.0   228.6   218.0   369.7   685.1   910.8  1044.4  1082.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   42.78   42.67   45.00
Self wt.  : M     174.7   151.5   112.8    58.7    34.2    35.9     0.0
(Max)       V       3.3     6.7    10.0    13.4    14.6    14.5    16.2
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      29.5    25.6    19.1     9.9     5.8     6.1     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     221.5   192.1   143.0    74.4    43.4    45.5     0.0
Haunch (Max)V       4.2     8.5    12.7    16.9    18.5    18.4    20.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.5     3.3     2.2     1.0     0.6     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      71.7    62.2    46.3    24.1    14.0    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.0     6.0     6.7
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      39.6    34.3    25.6    13.3     7.8     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.3     3.3     3.7
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    502.9   441.8   336.1   188.3   112.3   117.7     0.0
            V      39.4    46.7    54.7    66.4    71.7    71.3    78.4
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    39.4    46.7    54.7    66.4    71.7    71.3    78.4
            M     502.9   441.8   336.1   188.3   112.3   117.7     0.0
Total     : M+   1044.4   910.8   685.1   369.7   218.0   228.6     0.0
            V      49.9    67.5    85.7   107.7   116.9   116.3   128.5
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    49.9    67.5    85.7   107.7   116.9   116.3   128.5
            M    1044.4   910.8   685.1   369.7   218.0   228.6     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    4.63    9.27   13.90   18.53   23.17   16.22
 
Beam-Self
Precast-top    0.076   0.112   0.200   0.262   0.300   0.312   0.284 
Bottom        -0.063  -0.094  -0.167  -0.219  -0.250  -0.260  -0.237 
 
Prestress
Precast-top   -0.360  -0.360  -0.360  -0.360  -0.360  -0.360  -0.360 
Bottom         1.409   1.409   1.409   1.409   1.409   1.409   1.409 
 
Total
Precast-top   -0.285  -0.248  -0.160  -0.098  -0.061  -0.048  -0.076 
Bottom         1.346   1.315   1.242   1.190   1.159   1.148   1.172 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.64 %)
             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    3.97    8.60   13.23   17.87   22.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.009   0.008   0.014   0.028   0.037   0.043   0.045 
Precast-top   -0.074  -0.178  -0.173  -0.085   0.138   0.297   0.393   0.427 
Bottom         0.290   1.135   1.093   1.047   0.838   0.688   0.598   0.567 
 

 
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    4.63    9.27   13.90   18.53   23.17   16.22
 
Beam-Self
Precast-top    0.076   0.112   0.200   0.262   0.300   0.312   0.284 
Bottom        -0.063  -0.094  -0.167  -0.219  -0.250  -0.260  -0.237 
 
Prestress
Precast-top   -0.360  -0.360  -0.360  -0.360  -0.360  -0.360  -0.360 
Bottom         1.409   1.409   1.409   1.409   1.409   1.409   1.409 
 
Total
Precast-top   -0.285  -0.248  -0.160  -0.098  -0.061  -0.048  -0.076 
Bottom         1.346   1.315   1.242   1.190   1.159   1.148   1.172 
 
As_top  , in2  1.085   0.893   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 =  9.64 %)
             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    3.97    8.60   13.23   17.87   22.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    3.97    8.60   13.23   17.87   22.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.050   0.048   0.080   0.144   0.189   0.215   0.221 
Precast-top   -0.037  -0.064  -0.062  -0.002   0.142   0.244   0.306   0.325 
Bottom         0.145   0.466   0.450   0.361   0.129  -0.037  -0.135  -0.161 
 

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
    243.2    6.5   49.6    0.319   0.0   6.00e-3 50.0    250.4     1.205    2.347      0.46
      0.0    0.2   49.5     41.9 0.168      19.9 0.87    12.00     0.092    1.489 
Transfer:   3.00
    223.7    6.5   49.6    1.438   0.0   4.29e-3 44.0    222.9     0.876    1.760      0.00
    448.6    1.0   49.1    189.0 0.156      25.7 1.14    12.00     0.092    1.606 
Critical:   4.76
    209.0    6.5   49.6    1.582   0.0   2.64e-3 38.2    195.9     0.629    1.320      0.00
    743.5    1.1   49.1    189.0 0.146      36.4 1.61    12.00     0.092    1.717 
0.1L    :   4.63
    210.1    6.5   49.6    1.572   0.0   2.75e-3 38.6    198.1     0.644    1.320      0.00
    721.9    1.1   49.1    189.0 0.146      35.4 1.57    12.00     0.092    1.709 
0.2L    :   9.27
    170.6    6.5   49.6    1.951   0.0   2.24e-3 36.8    149.3     0.457    0.620      0.00
   1316.1    1.4   49.0    189.0 0.119      40.3 1.79    24.00     0.092    1.282 
0.3L    :  13.90
    134.3    6.5   49.6    2.170   0.0   2.29e-3 37.0    109.5     0.338    0.496      0.00
   1699.8    1.5   48.9    189.0 0.094      39.7 1.77    24.00     0.092    1.344 
0.4L    :  18.53
     98.9    6.5   49.6    2.170   0.0   2.39e-3 37.4     71.3     0.223    0.413      0.00
   1870.1    1.5   48.9    189.0 0.069      38.6 1.72    24.00     0.092    1.554 
0.5L    :  23.17
     67.8    6.5   49.6    2.170   0.0   1.98e-3 35.9     31.9     0.094    0.413      0.00
   1892.6    1.5   48.9    189.0 0.047      43.4 1.93    24.00     0.092    2.429 
0.6L    :  27.80
     98.9    6.5   49.6    2.170   0.0   2.39e-3 37.4     71.3     0.223    0.413      0.00
   1870.1    1.5   48.9    189.0 0.069      38.6 1.72    24.00     0.092    1.554 
0.7L    :  32.43
    134.3    6.5   49.6    2.170   0.0   2.29e-3 37.0    109.5     0.338    0.496      0.00
   1699.8    1.5   48.9    189.0 0.094      39.7 1.77    24.00     0.092    1.344 
0.8L    :  37.06
    170.6    6.5   49.6    1.951   0.0   2.24e-3 36.8    149.3     0.457    0.620      0.00
   1316.1    1.4   49.0    189.0 0.119      40.3 1.79    24.00     0.092    1.282 
0.9L    :  41.70
    210.1    6.5   49.6    1.572   0.0   2.75e-3 38.6    198.1     0.644    1.320      0.00
    721.9    1.1   49.1    189.0 0.146      35.4 1.57    12.00     0.092    1.709 
Critical:  41.57
    209.0    6.5   49.6    1.582   0.0   2.64e-3 38.2    195.9     0.629    1.320      0.00
    743.5    1.1   49.1    189.0 0.146      36.4 1.61    12.00     0.092    1.717 
Transfer:  43.33
    223.7    6.5   49.6    1.438   0.0   4.29e-3 44.0    222.9     0.876    1.760      0.00
    448.6    1.0   49.1    189.0 0.156      25.7 1.14    12.00     0.092    1.606 
Bearing :  45.67
    243.2    6.5   49.6    0.319   0.0   6.00e-3 50.0    250.4     1.205    2.347      0.46
      0.0    0.2   49.5     41.9 0.168      19.9 0.87    12.00     0.092    1.489 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    0.85
 
 
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
    243.2      5.46     49.65    0.23       49.54    24.00      0.300      1.069      0.000      0.000*
Transfer:      2.33
    223.7      5.06     49.65    1.02       49.14    24.00      0.300      0.936      0.000      1.760 
Critical:      4.09
    209.1      4.73     49.65    1.12       49.09    24.00      0.300      0.827      0.000      1.320 
0.1L    :      3.97
    210.1      4.76     49.65    1.12       49.09    24.00      0.300      0.835      0.000      1.320 
0.2L    :      8.60
    170.6      3.87     49.65    1.38       48.96    24.00      0.300      0.541      0.000      0.620 
0.3L    :     13.23
    134.3      3.05     49.65    1.54       48.88    24.00      0.300      0.267      0.000      0.496 
0.4L    :     17.87
     98.9      2.25     49.65    1.54       48.88    24.00      0.300      0.000      0.000      0.413 
0.5L    :     22.50
     67.8      1.54     49.65    1.54       48.88    24.00      0.300      0.000      0.000      0.413 
0.6L    :     27.13
     98.9      2.25     49.65    1.54       48.88    24.00      0.300      0.000      0.000      0.413 
0.7L    :     31.77
    134.3      3.05     49.65    1.54       48.88    24.00      0.300      0.267      0.000      0.496 
0.8L    :     36.40
    170.6      3.87     49.65    1.38       48.96    24.00      0.300      0.541      0.000      0.620 
0.9L    :     41.03
    210.1      4.76     49.65    1.12       49.09    24.00      0.300      0.835      0.000      1.320 
Critical:     40.91
    209.1      4.73     49.65    1.12       49.09    24.00      0.300      0.827      0.000      1.320 
Transfer:     42.67
    223.7      5.06     49.65    1.02       49.14    24.00      0.300      0.936      0.000      1.760 
Bearing :     45.00
    243.2      5.46     49.65    0.23       49.54    24.00      0.300      1.069      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 = 3.97 ft
Prestress      :       0.121  1.80      0.218  2.20      0.267
Self Wt.       :      -0.029  1.85     -0.054  2.40     -0.070
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          :       0.092            0.165            0.197
 
At 0.2 x L = 8.60 ft
Prestress      :       0.217  1.80      0.391  2.20      0.478
Self Wt.       :      -0.055  1.85     -0.101  2.40     -0.132
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          :       0.162            0.290            0.346
 
At 0.3 x L = 13.23 ft
Prestress      :       0.286  1.80      0.514  2.20      0.629
Self Wt.       :      -0.075  1.85     -0.139  2.40     -0.180
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          :       0.211            0.375            0.448
 
At 0.4 x L = 17.87 ft
Prestress      :       0.327  1.80      0.588  2.20      0.719
Self Wt.       :      -0.088  1.85     -0.163  2.40     -0.211
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          :       0.239            0.426            0.508
 
At 0.5 x L = 22.50 ft
Prestress      :       0.341  1.80      0.613  2.20      0.749
Self Wt.       :      -0.092  1.85     -0.171  2.40     -0.222
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          :       0.248            0.442            0.527
 
At 0.6 x L = 27.13 ft
Prestress      :       0.327  1.80      0.588  2.20      0.719
Self Wt.       :      -0.088  1.85     -0.163  2.40     -0.211
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          :       0.239            0.426            0.508
 
At 0.7 x L = 31.77 ft
Prestress      :       0.286  1.80      0.514  2.20      0.629
Self Wt.       :      -0.075  1.85     -0.139  2.40     -0.180
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          :       0.211            0.375            0.448
 
At 0.8 x L = 36.40 ft
Prestress      :       0.217  1.80      0.391  2.20      0.478
Self Wt.       :      -0.055  1.85     -0.101  2.40     -0.132
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          :       0.162            0.290            0.346
 
At 0.9 x L = 41.03 ft
Prestress      :       0.121  1.80      0.218  2.20      0.267
Self Wt.       :      -0.029  1.85     -0.054  2.40     -0.070
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          :       0.092            0.165            0.197
 

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
   444.8    49.6  1.438  268.2    1.2   1.02   1579.3  0.125T 1.00       -       -     -     -  
H/2     :   2.22
   424.0    49.6  1.382  268.2    1.2   0.98   1519.1  0.130T 1.00       -       -     -     -  
0.1L    :   3.97
   721.9    49.6  1.572  268.0    1.3   1.12   1723.5  0.114T 1.00       -       -     -     -  
0.2L    :   8.60
  1355.8    49.6  1.951  267.5    1.6   1.38   2129.9  0.091T 1.00       -       -     -     -  
0.3L    :  13.23
  1769.4    49.6  2.170  267.2    1.8   1.54   2362.3  0.082T 1.00    787.0   787.0    3.00    -  
0.4L    :  17.87
  2005.8    49.6  2.170  267.2    1.8   1.54   2362.3  0.082T 1.00    754.6   754.6    3.13    -  
0.5L    :  22.50
  2053.1    49.6  2.170  267.2    1.8   1.54   2362.3  0.082T 1.00    743.4   743.4    3.18    -  
0.6L    :  27.13
  2005.8    49.6  2.170  267.2    1.8   1.54   2362.3  0.082T 1.00    754.6   754.6    3.13    -  
0.7L    :  31.77
  1769.4    49.6  2.170  267.2    1.8   1.54   2362.3  0.082T 1.00    787.0   787.0    3.00    -  
0.8L    :  36.40
  1355.8    49.6  1.951  267.5    1.6   1.38   2129.9  0.091T 1.00       -       -     -     -  
0.9L    :  41.03
   721.9    49.6  1.572  268.0    1.3   1.12   1723.5  0.114T 1.00       -       -     -     -  
H/2     :  42.78
   424.0    49.6  1.382  268.2    1.2   0.98   1519.1  0.130T 1.00       -       -     -     -  
Transfer:  42.67
   444.8    49.6  1.438  268.2    1.2   1.02   1579.3  0.125T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.015
        M   2.00 Fb     0.234
 
  2   2 E   6.00 Ft    -0.059
        M   6.00 Fb     0.493
 
  3   2 E   6.00 Ft    -0.104
        M   6.00 Fb     0.751
 
  4   2 E   2.00 Ft    -0.194
        M   2.00 Fb     1.048
 
  5   2 E   2.00 Ft    -0.285
        M   2.00 Fb     1.345
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 46.33            Release Length, ft: 46.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.35 %               Final losses: 10.27 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.346     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.285       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)                  2362.32     2053.10     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.045     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.427     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.135    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   0.325     Midspan
    Pre.Bot:                                                             2.000   0.466    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  22.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.341  1.80      0.613  2.20      0.749
Self Wt.       :      -0.092  1.85     -0.171  2.40     -0.222
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          :       0.248            0.442            0.527
 
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   45.00
     DC  Line       0.087      0.00       0.087   45.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    22.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 46.330 ft
Release length = 46.330 ft
Design  length = 45.000 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)  : 0.880   (Calculated)    
Live Moment (1  lane  loaded)  : 0.650   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.137   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.910   (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     3.97     8.60    13.23    17.87    22.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    694.4    703.6    703.1    703.6    703.6    703.6    703.6    703.6
  Yb      ,  in    20.68    20.45    20.46    20.45    20.45    20.45    20.45    20.45
  MI(Ixx) , in4   179735   182372   182242   182372   182372   182372   182372   182372
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1509.3   1518.1   1517.6   1518.1   1518.1   1518.1   1518.1   1518.1
  Yb      ,  in    36.13    35.94    35.95    35.94    35.94    35.94    35.94    35.94
  MI(Ixx) , in4   490989   500241   499783   500241   500241   500241   500241   500241

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:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.60 in):
     6 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.935 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.919 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.076 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)       
-------------------------------------------------------------------------------------
       463.300         740 342.842      8.244 33386.629   517.002     293.266        
 
 
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     10.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.6670     15.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      15.6670     30.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      30.6631     35.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      35.6631     39.6634    Yes
      2      US#5[M16]       60.00        0.62       9.00      39.6634     41.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      41.1634     41.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      41.8301     44.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      44.3301     46.2051     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 46.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  3.60 in
         P_init    =      425.4 kips  Ecc = 17.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.57 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.022 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.84 ksi    0.00 ksi
    due to Composite Loads                                 -0.56 ksi    0.00 ksi
    due to Live Loads                                      -2.94 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                         5.59 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.57 ksi  ( 3.35 %)            13.56 ksi ( 6.92 %)
Total Prestress Losses                                    20.13 ksi (10.27 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 175.9 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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    35.9    34.2    58.7   112.8   151.5   174.7   182.4
(Max)       V      16.2    14.5    14.6    13.4    10.0     6.7     3.3     0.0
DL-Prec.  : M       0.0     6.1     5.8     9.9    19.1    25.6    29.5    30.8
DC(Max)     V       2.7     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    45.5    43.4    74.4   143.0   192.1   221.5   231.3
Haunch (Max)V      20.6    18.4    18.5    16.9    12.7     8.5     4.2     0.0
Diaphragm : M       0.0     0.6     0.6     1.0     2.2     3.3     4.5     5.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    14.7    14.0    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.0     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     8.1     7.8    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.3     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   173.8   165.7   281.1   521.8   671.2   753.8   762.7
            V     102.7    95.3    95.7    90.1    27.5    13.2    45.3    31.1
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   102.7    95.3    95.7    90.1    75.0    61.7    48.9    38.5
            M      -0.0   176.0   167.9   281.1   499.2   631.4   676.2   671.0
Total     : M+      0.0   284.7   271.4   462.4   870.8  1140.2  1295.2  1329.1
            V     152.8   140.2   140.8   131.4    58.5    34.0    55.8    31.3
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   152.8   140.2   140.8   131.4   106.1    82.4    59.4    38.8
            M      -0.0   286.9   273.6   462.4   848.1  1100.4  1217.7  1237.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   42.78   42.67   45.00
Self wt.  : M     174.7   151.5   112.8    58.7    34.2    35.9     0.0
(Max)       V       3.3     6.7    10.0    13.4    14.6    14.5    16.2
DL-Prec.  : M      29.5    25.6    19.1     9.9     5.8     6.1     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     221.5   192.1   143.0    74.4    43.4    45.5     0.0
Haunch (Max)V       4.2     8.5    12.7    16.9    18.5    18.4    20.6
Diaphragm : M       4.5     3.3     2.2     1.0     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      71.7    62.2    46.3    24.1    14.0    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.0     6.0     6.7
DL-Comp   : M      39.6    34.3    25.6    13.3     7.8     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.3     3.3     3.7
LL + I    : M+    753.8   671.2   521.8   281.1   165.7   173.8     0.0
            V      45.3    13.2    27.5    90.1    95.7    95.3   102.7
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    48.9    61.7    75.0    90.1    95.7    95.3   102.7
            M     676.2   631.4   499.2   281.1   167.9   176.0    -0.0
Total     : M+   1295.2  1140.2   870.8   462.4   271.4   284.7     0.0
            V      55.8    34.0    58.5   131.4   140.8   140.2   152.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    59.4    82.4   106.1   131.4   140.8   140.2   152.8
            M    1217.7  1100.4   848.1   462.4   273.6   286.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.2             16.2
Deck+Haunch            20.6             20.6
Diaphragm               0.2              0.3
DL-Prec.(DC)            2.7              2.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           33.3             33.3
DL-Comp.(DW)           18.4             18.4
Live                   71.5             71.5
        Truck          57.1             57.1
        Lane           14.4             14.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    35.9    34.2    58.7   112.8   151.5   174.7   182.4
(Max)       V      16.2    14.5    14.6    13.4    10.0     6.7     3.3     0.0
DL-Prec.  : M       0.0     6.1     5.8     9.9    19.1    25.6    29.5    30.8
DC(Max)     V       2.7     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    45.5    43.4    74.4   143.0   192.1   221.5   231.3
Haunch (Max)V      20.6    18.4    18.5    16.9    12.7     8.5     4.2     0.0
Diaphragm : M       0.0     0.6     0.6     1.0     2.2     3.3     4.5     5.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    14.7    14.0    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.0     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     8.1     7.8    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.3     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   139.0   132.6   224.9   417.5   537.0   603.0   610.2
            V      82.1    76.2    76.5    72.1    22.0    10.6    36.3    24.8
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    82.1    76.2    76.5    72.1    60.0    49.3    39.1    30.8
            M      -0.0   140.8   134.3   224.9   399.3   505.1   540.9   536.8
Total     : M+      0.0   250.0   238.3   406.2   766.4  1006.0  1144.5  1176.6
            V     132.2   121.2   121.7   113.4    53.0    31.3    46.8    25.1
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   132.2   121.2   121.7   113.4    91.0    70.1    49.6    31.1
            M      -0.0   251.7   240.0   406.2   748.3   974.1  1082.4  1103.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   42.78   42.67   45.00
Self wt.  : M     174.7   151.5   112.8    58.7    34.2    35.9     0.0
(Max)       V       3.3     6.7    10.0    13.4    14.6    14.5    16.2
DL-Prec.  : M      29.5    25.6    19.1     9.9     5.8     6.1     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     221.5   192.1   143.0    74.4    43.4    45.5     0.0
Haunch (Max)V       4.2     8.5    12.7    16.9    18.5    18.4    20.6
Diaphragm : M       4.5     3.3     2.2     1.0     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      71.7    62.2    46.3    24.1    14.0    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.0     6.0     6.7
DL-Comp   : M      39.6    34.3    25.6    13.3     7.8     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.3     3.3     3.7
LL + I    : M+    603.0   537.0   417.5   224.9   132.6   139.0     0.0
            V      36.3    10.6    22.0    72.1    76.5    76.2    82.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    39.1    49.3    60.0    72.1    76.5    76.2    82.1
            M     540.9   505.1   399.3   224.9   134.3   140.8    -0.0
Total     : M+   1144.5  1006.0   766.4   406.2   238.3   250.0     0.0
            V      46.8    31.3    53.0   113.4   121.7   121.2   132.2
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    49.6    70.1    91.0   113.4   121.7   121.2   132.2
            M    1082.4   974.1   748.3   406.2   240.0   251.7    -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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    44.9    42.8    73.3   141.0   189.3   218.3   228.0
(Max)       V      20.3    18.2    18.3    16.7    12.5     8.3     4.2     0.0
Self wt.  : M       0.0    32.3    30.8    52.8   101.5   136.3   157.2   164.2
(Min)       V      14.6    13.1    13.2    12.0     9.0     6.0     3.0     0.0
DL-Prec.  : M       0.0     7.6     7.2    12.4    23.8    32.0    36.9    38.5
DC(Max)     V       3.4     3.1     3.1     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     5.5     5.2     8.9    17.1    23.0    26.6    27.7
DC(Min)     V       2.5     2.2     2.2     2.0     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.9    54.2    93.0   178.8   240.1   276.9   289.1
Haunch (Max)V      25.7    23.0    23.2    21.2    15.9    10.6     5.3     0.0
Deck +    : M       0.0    41.0    39.0    67.0   128.7   172.9   199.3   208.2
Haunch (Min)V      18.5    16.6    16.7    15.2    11.4     7.6     3.8     0.0
Diaphragm : M       0.0     0.7     0.7     1.2     2.7     4.1     5.6     7.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     0.9     1.9     3.0     4.0     5.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    18.4    17.6    30.1    57.9    77.8    89.7    93.7
DC(Max)     V       8.3     7.5     7.5     6.9     5.1     3.4     1.7     0.0
DL-Comp   : M       0.0    13.3    12.6    21.7    41.7    56.0    64.6    67.4
DC(Min)     V       6.0     5.4     5.4     4.9     3.7     2.5     1.2     0.0
DL-Comp   : M       0.0    12.2    11.6    19.9    38.4    51.5    59.4    62.0
DW(Max)     V       5.5     4.9     5.0     4.5     3.4     2.3     1.1     0.0
DL-Comp   : M       0.0     5.3     5.0     8.6    16.6    22.3    25.7    26.9
DW(Min)     V       2.4     2.1     2.2     2.0     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   304.1   290.0   491.9   913.2  1174.6  1319.1  1334.7
            V     179.7   166.7   167.4   157.7    48.0    23.1    79.3    54.3
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   179.7   166.7   167.4   157.7   131.3   107.9    85.6    67.4
            M      -0.0   307.9   293.8   491.9   873.5  1104.9  1183.3  1174.2
Total     : M+      0.0   444.8   424.0   721.9  1355.8  1769.4  2005.8  2053.1
            V     243.2   223.7   224.7   210.1    87.4    49.4    92.6    54.7
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   243.2   223.7   224.7   210.1   170.6   134.3    98.9    67.8
            M      -0.0   448.6   427.9   721.9  1316.1  1699.8  1870.1  1892.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   42.78   42.67   45.00
Self wt.  : M     218.3   189.3   141.0    73.3    42.8    44.9     0.0
(Max)       V       4.2     8.3    12.5    16.7    18.3    18.2    20.3
Self wt.  : M     157.2   136.3   101.5    52.8    30.8    32.3     0.0
(Min)       V       3.0     6.0     9.0    12.0    13.2    13.1    14.6
DL-Prec.  : M      36.9    32.0    23.8    12.4     7.2     7.6     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.1     3.1     3.4
DL-Prec.  : M      26.6    23.0    17.1     8.9     5.2     5.5     0.0
DC(Min)     V       0.5     1.0     1.5     2.0     2.2     2.2     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     276.9   240.1   178.8    93.0    54.2    56.9     0.0
Haunch (Max)V       5.3    10.6    15.9    21.2    23.2    23.0    25.7
Deck +    : M     199.3   172.9   128.7    67.0    39.0    41.0     0.0
Haunch (Min)V       3.8     7.6    11.4    15.2    16.7    16.6    18.5
Diaphragm : M       5.6     4.1     2.7     1.2     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       4.0     3.0     1.9     0.9     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      89.7    77.8    57.9    30.1    17.6    18.4     0.0
DC(Max)     V       1.7     3.4     5.1     6.9     7.5     7.5     8.3
DL-Comp   : M      64.6    56.0    41.7    21.7    12.6    13.3     0.0
DC(Min)     V       1.2     2.5     3.7     4.9     5.4     5.4     6.0
DL-Comp   : M      59.4    51.5    38.4    19.9    11.6    12.2     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.0     4.9     5.5
DL-Comp   : M      25.7    22.3    16.6     8.6     5.0     5.3     0.0
DW(Min)     V       0.5     1.0     1.5     2.0     2.2     2.1     2.4
LL + I    : M+   1319.1  1174.6   913.2   491.9   290.0   304.1     0.0
            V      79.3    23.1    48.0   157.7   167.4   166.7   179.7
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    85.6   107.9   131.3   157.7   167.4   166.7   179.7
            M    1183.3  1104.9   873.5   491.9   293.8   307.9    -0.0
Total     : M+   2005.8  1769.4  1355.8   721.9   424.0   444.8     0.0
            V      92.6    49.4    87.4   210.1   224.7   223.7   243.2
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    98.9   134.3   170.6   210.1   224.7   223.7   243.2
            M    1870.1  1699.8  1316.1   721.9   427.9   448.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               20.3             20.3
Deck+Haunch            25.7             25.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.4              3.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           41.6             41.6
DL-Comp.(DW)           27.6             27.6
Live                  125.1            125.1
        Truck          99.9             99.9
        Lane           25.2             25.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    35.9    34.2    58.7   112.8   151.5   174.7   182.4
(Max)       V      16.2    14.5    14.6    13.4    10.0     6.7     3.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.1     5.8     9.9    19.1    25.6    29.5    30.8
DC(Max)     V       2.7     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    45.5    43.4    74.4   143.0   192.1   221.5   231.3
Haunch (Max)V      20.6    18.4    18.5    16.9    12.7     8.5     4.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     1.0     2.2     3.3     4.5     5.6
(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    14.7    14.0    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.0     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     8.1     7.8    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.3     3.0     2.3     1.5     0.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   117.7   112.3   188.3   336.1   441.8   502.9   515.6
            V      78.4    71.3    71.7    66.4    54.7    46.7    39.4    32.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    78.4    71.3    71.7    66.4    54.7    46.7    39.4    32.1
            M       0.0   117.7   112.3   188.3   336.1   441.8   502.9   515.6
Total     : M+      0.0   228.6   218.0   369.7   685.1   910.8  1044.4  1082.0
            V     128.5   116.3   116.9   107.7    85.7    67.5    49.9    32.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   128.5   116.3   116.9   107.7    85.7    67.5    49.9    32.3
            M       0.0   228.6   218.0   369.7   685.1   910.8  1044.4  1082.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   42.78   42.67   45.00
Self wt.  : M     174.7   151.5   112.8    58.7    34.2    35.9     0.0
(Max)       V       3.3     6.7    10.0    13.4    14.6    14.5    16.2
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      29.5    25.6    19.1     9.9     5.8     6.1     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     221.5   192.1   143.0    74.4    43.4    45.5     0.0
Haunch (Max)V       4.2     8.5    12.7    16.9    18.5    18.4    20.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.5     3.3     2.2     1.0     0.6     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      71.7    62.2    46.3    24.1    14.0    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.0     6.0     6.7
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      39.6    34.3    25.6    13.3     7.8     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.3     3.3     3.7
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    502.9   441.8   336.1   188.3   112.3   117.7     0.0
            V      39.4    46.7    54.7    66.4    71.7    71.3    78.4
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    39.4    46.7    54.7    66.4    71.7    71.3    78.4
            M     502.9   441.8   336.1   188.3   112.3   117.7     0.0
Total     : M+   1044.4   910.8   685.1   369.7   218.0   228.6     0.0
            V      49.9    67.5    85.7   107.7   116.9   116.3   128.5
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    49.9    67.5    85.7   107.7   116.9   116.3   128.5
            M    1044.4   910.8   685.1   369.7   218.0   228.6     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    4.63    9.27   13.90   18.53   23.17   16.22
 
Beam-Self
Precast-top    0.076   0.112   0.200   0.262   0.300   0.312   0.284 
Bottom        -0.063  -0.094  -0.167  -0.219  -0.250  -0.260  -0.237 
 
Prestress
Precast-top   -0.360  -0.360  -0.360  -0.360  -0.360  -0.360  -0.360 
Bottom         1.409   1.409   1.409   1.409   1.409   1.409   1.409 
 
Total
Precast-top   -0.285  -0.248  -0.160  -0.098  -0.061  -0.048  -0.076 
Bottom         1.346   1.315   1.242   1.190   1.159   1.148   1.172 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.64 %)
             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    3.97    8.60   13.23   17.87   22.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.009   0.008   0.014   0.028   0.037   0.043   0.045 
Precast-top   -0.074  -0.178  -0.173  -0.085   0.138   0.297   0.393   0.427 
Bottom         0.290   1.135   1.093   1.047   0.838   0.688   0.598   0.567 
 

 
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    4.63    9.27   13.90   18.53   23.17   16.22
 
Beam-Self
Precast-top    0.076   0.112   0.200   0.262   0.300   0.312   0.284 
Bottom        -0.063  -0.094  -0.167  -0.219  -0.250  -0.260  -0.237 
 
Prestress
Precast-top   -0.360  -0.360  -0.360  -0.360  -0.360  -0.360  -0.360 
Bottom         1.409   1.409   1.409   1.409   1.409   1.409   1.409 
 
Total
Precast-top   -0.285  -0.248  -0.160  -0.098  -0.061  -0.048  -0.076 
Bottom         1.346   1.315   1.242   1.190   1.159   1.148   1.172 
 
As_top  , in2  1.085   0.893   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 =  9.64 %)
             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    3.97    8.60   13.23   17.87   22.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    3.97    8.60   13.23   17.87   22.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.050   0.048   0.080   0.144   0.189   0.215   0.221 
Precast-top   -0.037  -0.064  -0.062  -0.002   0.142   0.244   0.306   0.325 
Bottom         0.145   0.466   0.450   0.361   0.129  -0.037  -0.135  -0.161 
 

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
    243.2    6.5   49.6    0.319   0.0   6.00e-3 50.0    250.4     1.205    2.347      0.46
      0.0    0.2   49.5     41.9 0.168      19.9 0.87    12.00     0.092    1.489 
Transfer:   3.00
    223.7    6.5   49.6    1.438   0.0   4.29e-3 44.0    222.9     0.876    1.760      0.00
    448.6    1.0   49.1    189.0 0.156      25.7 1.14    12.00     0.092    1.606 
Critical:   4.76
    209.0    6.5   49.6    1.582   0.0   2.64e-3 38.2    195.9     0.629    1.320      0.00
    743.5    1.1   49.1    189.0 0.146      36.4 1.61    12.00     0.092    1.717 
0.1L    :   4.63
    210.1    6.5   49.6    1.572   0.0   2.75e-3 38.6    198.1     0.644    1.320      0.00
    721.9    1.1   49.1    189.0 0.146      35.4 1.57    12.00     0.092    1.709 
0.2L    :   9.27
    170.6    6.5   49.6    1.951   0.0   2.24e-3 36.8    149.3     0.457    0.620      0.00
   1316.1    1.4   49.0    189.0 0.119      40.3 1.79    24.00     0.092    1.282 
0.3L    :  13.90
    134.3    6.5   49.6    2.170   0.0   2.29e-3 37.0    109.5     0.338    0.496      0.00
   1699.8    1.5   48.9    189.0 0.094      39.7 1.77    24.00     0.092    1.344 
0.4L    :  18.53
     98.9    6.5   49.6    2.170   0.0   2.39e-3 37.4     71.3     0.223    0.413      0.00
   1870.1    1.5   48.9    189.0 0.069      38.6 1.72    24.00     0.092    1.554 
0.5L    :  23.17
     67.8    6.5   49.6    2.170   0.0   1.98e-3 35.9     31.9     0.094    0.413      0.00
   1892.6    1.5   48.9    189.0 0.047      43.4 1.93    24.00     0.092    2.429 
0.6L    :  27.80
     98.9    6.5   49.6    2.170   0.0   2.39e-3 37.4     71.3     0.223    0.413      0.00
   1870.1    1.5   48.9    189.0 0.069      38.6 1.72    24.00     0.092    1.554 
0.7L    :  32.43
    134.3    6.5   49.6    2.170   0.0   2.29e-3 37.0    109.5     0.338    0.496      0.00
   1699.8    1.5   48.9    189.0 0.094      39.7 1.77    24.00     0.092    1.344 
0.8L    :  37.06
    170.6    6.5   49.6    1.951   0.0   2.24e-3 36.8    149.3     0.457    0.620      0.00
   1316.1    1.4   49.0    189.0 0.119      40.3 1.79    24.00     0.092    1.282 
0.9L    :  41.70
    210.1    6.5   49.6    1.572   0.0   2.75e-3 38.6    198.1     0.644    1.320      0.00
    721.9    1.1   49.1    189.0 0.146      35.4 1.57    12.00     0.092    1.709 
Critical:  41.57
    209.0    6.5   49.6    1.582   0.0   2.64e-3 38.2    195.9     0.629    1.320      0.00
    743.5    1.1   49.1    189.0 0.146      36.4 1.61    12.00     0.092    1.717 
Transfer:  43.33
    223.7    6.5   49.6    1.438   0.0   4.29e-3 44.0    222.9     0.876    1.760      0.00
    448.6    1.0   49.1    189.0 0.156      25.7 1.14    12.00     0.092    1.606 
Bearing :  45.67
    243.2    6.5   49.6    0.319   0.0   6.00e-3 50.0    250.4     1.205    2.347      0.46
      0.0    0.2   49.5     41.9 0.168      19.9 0.87    12.00     0.092    1.489 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    0.85
 
 
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
    243.2      5.46     49.65    0.23       49.54    24.00      0.300      1.069      0.000      0.000*
Transfer:      2.33
    223.7      5.06     49.65    1.02       49.14    24.00      0.300      0.936      0.000      1.760 
Critical:      4.09
    209.1      4.73     49.65    1.12       49.09    24.00      0.300      0.827      0.000      1.320 
0.1L    :      3.97
    210.1      4.76     49.65    1.12       49.09    24.00      0.300      0.835      0.000      1.320 
0.2L    :      8.60
    170.6      3.87     49.65    1.38       48.96    24.00      0.300      0.541      0.000      0.620 
0.3L    :     13.23
    134.3      3.05     49.65    1.54       48.88    24.00      0.300      0.267      0.000      0.496 
0.4L    :     17.87
     98.9      2.25     49.65    1.54       48.88    24.00      0.300      0.000      0.000      0.413 
0.5L    :     22.50
     67.8      1.54     49.65    1.54       48.88    24.00      0.300      0.000      0.000      0.413 
0.6L    :     27.13
     98.9      2.25     49.65    1.54       48.88    24.00      0.300      0.000      0.000      0.413 
0.7L    :     31.77
    134.3      3.05     49.65    1.54       48.88    24.00      0.300      0.267      0.000      0.496 
0.8L    :     36.40
    170.6      3.87     49.65    1.38       48.96    24.00      0.300      0.541      0.000      0.620 
0.9L    :     41.03
    210.1      4.76     49.65    1.12       49.09    24.00      0.300      0.835      0.000      1.320 
Critical:     40.91
    209.1      4.73     49.65    1.12       49.09    24.00      0.300      0.827      0.000      1.320 
Transfer:     42.67
    223.7      5.06     49.65    1.02       49.14    24.00      0.300      0.936      0.000      1.760 
Bearing :     45.00
    243.2      5.46     49.65    0.23       49.54    24.00      0.300      1.069      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 = 3.97 ft
Prestress      :       0.121  1.80      0.218  2.20      0.267
Self Wt.       :      -0.029  1.85     -0.054  2.40     -0.070
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          :       0.092            0.165            0.197
 
At 0.2 x L = 8.60 ft
Prestress      :       0.217  1.80      0.391  2.20      0.478
Self Wt.       :      -0.055  1.85     -0.101  2.40     -0.132
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          :       0.162            0.290            0.346
 
At 0.3 x L = 13.23 ft
Prestress      :       0.286  1.80      0.514  2.20      0.629
Self Wt.       :      -0.075  1.85     -0.139  2.40     -0.180
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          :       0.211            0.375            0.448
 
At 0.4 x L = 17.87 ft
Prestress      :       0.327  1.80      0.588  2.20      0.719
Self Wt.       :      -0.088  1.85     -0.163  2.40     -0.211
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          :       0.239            0.426            0.508
 
At 0.5 x L = 22.50 ft
Prestress      :       0.341  1.80      0.613  2.20      0.749
Self Wt.       :      -0.092  1.85     -0.171  2.40     -0.222
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          :       0.248            0.442            0.527
 
At 0.6 x L = 27.13 ft
Prestress      :       0.327  1.80      0.588  2.20      0.719
Self Wt.       :      -0.088  1.85     -0.163  2.40     -0.211
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          :       0.239            0.426            0.508
 
At 0.7 x L = 31.77 ft
Prestress      :       0.286  1.80      0.514  2.20      0.629
Self Wt.       :      -0.075  1.85     -0.139  2.40     -0.180
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          :       0.211            0.375            0.448
 
At 0.8 x L = 36.40 ft
Prestress      :       0.217  1.80      0.391  2.20      0.478
Self Wt.       :      -0.055  1.85     -0.101  2.40     -0.132
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          :       0.162            0.290            0.346
 
At 0.9 x L = 41.03 ft
Prestress      :       0.121  1.80      0.218  2.20      0.267
Self Wt.       :      -0.029  1.85     -0.054  2.40     -0.070
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          :       0.092            0.165            0.197
 

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
   444.8    49.6  1.438  268.2    1.2   1.02   1579.3  0.125T 1.00       -       -     -     -  
H/2     :   2.22
   424.0    49.6  1.382  268.2    1.2   0.98   1519.1  0.130T 1.00       -       -     -     -  
0.1L    :   3.97
   721.9    49.6  1.572  268.0    1.3   1.12   1723.5  0.114T 1.00       -       -     -     -  
0.2L    :   8.60
  1355.8    49.6  1.951  267.5    1.6   1.38   2129.9  0.091T 1.00       -       -     -     -  
0.3L    :  13.23
  1769.4    49.6  2.170  267.2    1.8   1.54   2362.3  0.082T 1.00    787.0   787.0    3.00    -  
0.4L    :  17.87
  2005.8    49.6  2.170  267.2    1.8   1.54   2362.3  0.082T 1.00    754.6   754.6    3.13    -  
0.5L    :  22.50
  2053.1    49.6  2.170  267.2    1.8   1.54   2362.3  0.082T 1.00    743.4   743.4    3.18    -  
0.6L    :  27.13
  2005.8    49.6  2.170  267.2    1.8   1.54   2362.3  0.082T 1.00    754.6   754.6    3.13    -  
0.7L    :  31.77
  1769.4    49.6  2.170  267.2    1.8   1.54   2362.3  0.082T 1.00    787.0   787.0    3.00    -  
0.8L    :  36.40
  1355.8    49.6  1.951  267.5    1.6   1.38   2129.9  0.091T 1.00       -       -     -     -  
0.9L    :  41.03
   721.9    49.6  1.572  268.0    1.3   1.12   1723.5  0.114T 1.00       -       -     -     -  
H/2     :  42.78
   424.0    49.6  1.382  268.2    1.2   0.98   1519.1  0.130T 1.00       -       -     -     -  
Transfer:  42.67
   444.8    49.6  1.438  268.2    1.2   1.02   1579.3  0.125T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.015
        M   2.00 Fb     0.234
 
  2   2 E   6.00 Ft    -0.059
        M   6.00 Fb     0.493
 
  3   2 E   6.00 Ft    -0.104
        M   6.00 Fb     0.751
 
  4   2 E   2.00 Ft    -0.194
        M   2.00 Fb     1.048
 
  5   2 E   2.00 Ft    -0.285
        M   2.00 Fb     1.345
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 46.33            Release Length, ft: 46.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.35 %               Final losses: 10.27 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.346     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.285       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)                  2362.32     2053.10     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.045     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.427     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.135    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   0.325     Midspan
    Pre.Bot:                                                             2.000   0.466    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  22.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.341  1.80      0.613  2.20      0.749
Self Wt.       :      -0.092  1.85     -0.171  2.40     -0.222
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          :       0.248            0.442            0.527
 
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   45.00
     DC  Line       0.087      0.00       0.087   45.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    22.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 46.330 ft
Release length = 46.330 ft
Design  length = 45.000 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)  : 0.880   (Calculated)    
Live Moment (1  lane  loaded)  : 0.650   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.137   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.910   (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     3.97     8.60    13.23    17.87    22.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    694.4    703.6    703.1    703.6    703.6    703.6    703.6    703.6
  Yb      ,  in    20.68    20.45    20.46    20.45    20.45    20.45    20.45    20.45
  MI(Ixx) , in4   179735   182372   182242   182372   182372   182372   182372   182372
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1509.3   1518.1   1517.6   1518.1   1518.1   1518.1   1518.1   1518.1
  Yb      ,  in    36.13    35.94    35.95    35.94    35.94    35.94    35.94    35.94
  MI(Ixx) , in4   490989   500241   499783   500241   500241   500241   500241   500241

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:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.60 in):
     6 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.935 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.919 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.076 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)       
-------------------------------------------------------------------------------------
       463.300         740 342.842      8.244 33386.629   517.002     293.266        
 
 
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     10.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.6670     15.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      15.6670     30.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      30.6631     35.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      35.6631     39.6634    Yes
      2      US#5[M16]       60.00        0.62       9.00      39.6634     41.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      41.1634     41.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      41.8301     44.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      44.3301     46.2051     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 46.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  3.60 in
         P_init    =      425.4 kips  Ecc = 17.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.57 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.022 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.84 ksi    0.00 ksi
    due to Composite Loads                                 -0.56 ksi    0.00 ksi
    due to Live Loads                                      -2.94 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                         5.59 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.57 ksi  ( 3.35 %)            13.56 ksi ( 6.92 %)
Total Prestress Losses                                    20.13 ksi (10.27 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 175.9 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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    35.9    34.2    58.7   112.8   151.5   174.7   182.4
(Max)       V      16.2    14.5    14.6    13.4    10.0     6.7     3.3     0.0
DL-Prec.  : M       0.0     6.1     5.8     9.9    19.1    25.6    29.5    30.8
DC(Max)     V       2.7     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    45.5    43.4    74.4   143.0   192.1   221.5   231.3
Haunch (Max)V      20.6    18.4    18.5    16.9    12.7     8.5     4.2     0.0
Diaphragm : M       0.0     0.6     0.6     1.0     2.2     3.3     4.5     5.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    14.7    14.0    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.0     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     8.1     7.8    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.3     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   173.8   165.7   281.1   521.8   671.2   753.8   762.7
            V     102.7    95.3    95.7    90.1    27.5    13.2    45.3    31.1
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   102.7    95.3    95.7    90.1    75.0    61.7    48.9    38.5
            M      -0.0   176.0   167.9   281.1   499.2   631.4   676.2   671.0
Total     : M+      0.0   284.7   271.4   462.4   870.8  1140.2  1295.2  1329.1
            V     152.8   140.2   140.8   131.4    58.5    34.0    55.8    31.3
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   152.8   140.2   140.8   131.4   106.1    82.4    59.4    38.8
            M      -0.0   286.9   273.6   462.4   848.1  1100.4  1217.7  1237.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   42.78   42.67   45.00
Self wt.  : M     174.7   151.5   112.8    58.7    34.2    35.9     0.0
(Max)       V       3.3     6.7    10.0    13.4    14.6    14.5    16.2
DL-Prec.  : M      29.5    25.6    19.1     9.9     5.8     6.1     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     221.5   192.1   143.0    74.4    43.4    45.5     0.0
Haunch (Max)V       4.2     8.5    12.7    16.9    18.5    18.4    20.6
Diaphragm : M       4.5     3.3     2.2     1.0     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      71.7    62.2    46.3    24.1    14.0    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.0     6.0     6.7
DL-Comp   : M      39.6    34.3    25.6    13.3     7.8     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.3     3.3     3.7
LL + I    : M+    753.8   671.2   521.8   281.1   165.7   173.8     0.0
            V      45.3    13.2    27.5    90.1    95.7    95.3   102.7
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    48.9    61.7    75.0    90.1    95.7    95.3   102.7
            M     676.2   631.4   499.2   281.1   167.9   176.0    -0.0
Total     : M+   1295.2  1140.2   870.8   462.4   271.4   284.7     0.0
            V      55.8    34.0    58.5   131.4   140.8   140.2   152.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    59.4    82.4   106.1   131.4   140.8   140.2   152.8
            M    1217.7  1100.4   848.1   462.4   273.6   286.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.2             16.2
Deck+Haunch            20.6             20.6
Diaphragm               0.2              0.3
DL-Prec.(DC)            2.7              2.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           33.3             33.3
DL-Comp.(DW)           18.4             18.4
Live                   71.5             71.5
        Truck          57.1             57.1
        Lane           14.4             14.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    35.9    34.2    58.7   112.8   151.5   174.7   182.4
(Max)       V      16.2    14.5    14.6    13.4    10.0     6.7     3.3     0.0
DL-Prec.  : M       0.0     6.1     5.8     9.9    19.1    25.6    29.5    30.8
DC(Max)     V       2.7     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    45.5    43.4    74.4   143.0   192.1   221.5   231.3
Haunch (Max)V      20.6    18.4    18.5    16.9    12.7     8.5     4.2     0.0
Diaphragm : M       0.0     0.6     0.6     1.0     2.2     3.3     4.5     5.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    14.7    14.0    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.0     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     8.1     7.8    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.3     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   139.0   132.6   224.9   417.5   537.0   603.0   610.2
            V      82.1    76.2    76.5    72.1    22.0    10.6    36.3    24.8
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    82.1    76.2    76.5    72.1    60.0    49.3    39.1    30.8
            M      -0.0   140.8   134.3   224.9   399.3   505.1   540.9   536.8
Total     : M+      0.0   250.0   238.3   406.2   766.4  1006.0  1144.5  1176.6
            V     132.2   121.2   121.7   113.4    53.0    31.3    46.8    25.1
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   132.2   121.2   121.7   113.4    91.0    70.1    49.6    31.1
            M      -0.0   251.7   240.0   406.2   748.3   974.1  1082.4  1103.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   42.78   42.67   45.00
Self wt.  : M     174.7   151.5   112.8    58.7    34.2    35.9     0.0
(Max)       V       3.3     6.7    10.0    13.4    14.6    14.5    16.2
DL-Prec.  : M      29.5    25.6    19.1     9.9     5.8     6.1     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     221.5   192.1   143.0    74.4    43.4    45.5     0.0
Haunch (Max)V       4.2     8.5    12.7    16.9    18.5    18.4    20.6
Diaphragm : M       4.5     3.3     2.2     1.0     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      71.7    62.2    46.3    24.1    14.0    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.0     6.0     6.7
DL-Comp   : M      39.6    34.3    25.6    13.3     7.8     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.3     3.3     3.7
LL + I    : M+    603.0   537.0   417.5   224.9   132.6   139.0     0.0
            V      36.3    10.6    22.0    72.1    76.5    76.2    82.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    39.1    49.3    60.0    72.1    76.5    76.2    82.1
            M     540.9   505.1   399.3   224.9   134.3   140.8    -0.0
Total     : M+   1144.5  1006.0   766.4   406.2   238.3   250.0     0.0
            V      46.8    31.3    53.0   113.4   121.7   121.2   132.2
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    49.6    70.1    91.0   113.4   121.7   121.2   132.2
            M    1082.4   974.1   748.3   406.2   240.0   251.7    -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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    44.9    42.8    73.3   141.0   189.3   218.3   228.0
(Max)       V      20.3    18.2    18.3    16.7    12.5     8.3     4.2     0.0
Self wt.  : M       0.0    32.3    30.8    52.8   101.5   136.3   157.2   164.2
(Min)       V      14.6    13.1    13.2    12.0     9.0     6.0     3.0     0.0
DL-Prec.  : M       0.0     7.6     7.2    12.4    23.8    32.0    36.9    38.5
DC(Max)     V       3.4     3.1     3.1     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     5.5     5.2     8.9    17.1    23.0    26.6    27.7
DC(Min)     V       2.5     2.2     2.2     2.0     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.9    54.2    93.0   178.8   240.1   276.9   289.1
Haunch (Max)V      25.7    23.0    23.2    21.2    15.9    10.6     5.3     0.0
Deck +    : M       0.0    41.0    39.0    67.0   128.7   172.9   199.3   208.2
Haunch (Min)V      18.5    16.6    16.7    15.2    11.4     7.6     3.8     0.0
Diaphragm : M       0.0     0.7     0.7     1.2     2.7     4.1     5.6     7.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     0.9     1.9     3.0     4.0     5.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    18.4    17.6    30.1    57.9    77.8    89.7    93.7
DC(Max)     V       8.3     7.5     7.5     6.9     5.1     3.4     1.7     0.0
DL-Comp   : M       0.0    13.3    12.6    21.7    41.7    56.0    64.6    67.4
DC(Min)     V       6.0     5.4     5.4     4.9     3.7     2.5     1.2     0.0
DL-Comp   : M       0.0    12.2    11.6    19.9    38.4    51.5    59.4    62.0
DW(Max)     V       5.5     4.9     5.0     4.5     3.4     2.3     1.1     0.0
DL-Comp   : M       0.0     5.3     5.0     8.6    16.6    22.3    25.7    26.9
DW(Min)     V       2.4     2.1     2.2     2.0     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   304.1   290.0   491.9   913.2  1174.6  1319.1  1334.7
            V     179.7   166.7   167.4   157.7    48.0    23.1    79.3    54.3
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   179.7   166.7   167.4   157.7   131.3   107.9    85.6    67.4
            M      -0.0   307.9   293.8   491.9   873.5  1104.9  1183.3  1174.2
Total     : M+      0.0   444.8   424.0   721.9  1355.8  1769.4  2005.8  2053.1
            V     243.2   223.7   224.7   210.1    87.4    49.4    92.6    54.7
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   243.2   223.7   224.7   210.1   170.6   134.3    98.9    67.8
            M      -0.0   448.6   427.9   721.9  1316.1  1699.8  1870.1  1892.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   42.78   42.67   45.00
Self wt.  : M     218.3   189.3   141.0    73.3    42.8    44.9     0.0
(Max)       V       4.2     8.3    12.5    16.7    18.3    18.2    20.3
Self wt.  : M     157.2   136.3   101.5    52.8    30.8    32.3     0.0
(Min)       V       3.0     6.0     9.0    12.0    13.2    13.1    14.6
DL-Prec.  : M      36.9    32.0    23.8    12.4     7.2     7.6     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.1     3.1     3.4
DL-Prec.  : M      26.6    23.0    17.1     8.9     5.2     5.5     0.0
DC(Min)     V       0.5     1.0     1.5     2.0     2.2     2.2     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     276.9   240.1   178.8    93.0    54.2    56.9     0.0
Haunch (Max)V       5.3    10.6    15.9    21.2    23.2    23.0    25.7
Deck +    : M     199.3   172.9   128.7    67.0    39.0    41.0     0.0
Haunch (Min)V       3.8     7.6    11.4    15.2    16.7    16.6    18.5
Diaphragm : M       5.6     4.1     2.7     1.2     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       4.0     3.0     1.9     0.9     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      89.7    77.8    57.9    30.1    17.6    18.4     0.0
DC(Max)     V       1.7     3.4     5.1     6.9     7.5     7.5     8.3
DL-Comp   : M      64.6    56.0    41.7    21.7    12.6    13.3     0.0
DC(Min)     V       1.2     2.5     3.7     4.9     5.4     5.4     6.0
DL-Comp   : M      59.4    51.5    38.4    19.9    11.6    12.2     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.0     4.9     5.5
DL-Comp   : M      25.7    22.3    16.6     8.6     5.0     5.3     0.0
DW(Min)     V       0.5     1.0     1.5     2.0     2.2     2.1     2.4
LL + I    : M+   1319.1  1174.6   913.2   491.9   290.0   304.1     0.0
            V      79.3    23.1    48.0   157.7   167.4   166.7   179.7
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    85.6   107.9   131.3   157.7   167.4   166.7   179.7
            M    1183.3  1104.9   873.5   491.9   293.8   307.9    -0.0
Total     : M+   2005.8  1769.4  1355.8   721.9   424.0   444.8     0.0
            V      92.6    49.4    87.4   210.1   224.7   223.7   243.2
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    98.9   134.3   170.6   210.1   224.7   223.7   243.2
            M    1870.1  1699.8  1316.1   721.9   427.9   448.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               20.3             20.3
Deck+Haunch            25.7             25.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.4              3.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           41.6             41.6
DL-Comp.(DW)           27.6             27.6
Live                  125.1            125.1
        Truck          99.9             99.9
        Lane           25.2             25.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    35.9    34.2    58.7   112.8   151.5   174.7   182.4
(Max)       V      16.2    14.5    14.6    13.4    10.0     6.7     3.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.1     5.8     9.9    19.1    25.6    29.5    30.8
DC(Max)     V       2.7     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    45.5    43.4    74.4   143.0   192.1   221.5   231.3
Haunch (Max)V      20.6    18.4    18.5    16.9    12.7     8.5     4.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     1.0     2.2     3.3     4.5     5.6
(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    14.7    14.0    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.0     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     8.1     7.8    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.3     3.0     2.3     1.5     0.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   117.7   112.3   188.3   336.1   441.8   502.9   515.6
            V      78.4    71.3    71.7    66.4    54.7    46.7    39.4    32.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    78.4    71.3    71.7    66.4    54.7    46.7    39.4    32.1
            M       0.0   117.7   112.3   188.3   336.1   441.8   502.9   515.6
Total     : M+      0.0   228.6   218.0   369.7   685.1   910.8  1044.4  1082.0
            V     128.5   116.3   116.9   107.7    85.7    67.5    49.9    32.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   128.5   116.3   116.9   107.7    85.7    67.5    49.9    32.3
            M       0.0   228.6   218.0   369.7   685.1   910.8  1044.4  1082.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   42.78   42.67   45.00
Self wt.  : M     174.7   151.5   112.8    58.7    34.2    35.9     0.0
(Max)       V       3.3     6.7    10.0    13.4    14.6    14.5    16.2
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      29.5    25.6    19.1     9.9     5.8     6.1     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     221.5   192.1   143.0    74.4    43.4    45.5     0.0
Haunch (Max)V       4.2     8.5    12.7    16.9    18.5    18.4    20.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.5     3.3     2.2     1.0     0.6     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      71.7    62.2    46.3    24.1    14.0    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.0     6.0     6.7
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      39.6    34.3    25.6    13.3     7.8     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.3     3.3     3.7
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    502.9   441.8   336.1   188.3   112.3   117.7     0.0
            V      39.4    46.7    54.7    66.4    71.7    71.3    78.4
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    39.4    46.7    54.7    66.4    71.7    71.3    78.4
            M     502.9   441.8   336.1   188.3   112.3   117.7     0.0
Total     : M+   1044.4   910.8   685.1   369.7   218.0   228.6     0.0
            V      49.9    67.5    85.7   107.7   116.9   116.3   128.5
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    49.9    67.5    85.7   107.7   116.9   116.3   128.5
            M    1044.4   910.8   685.1   369.7   218.0   228.6     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    4.63    9.27   13.90   18.53   23.17   16.22
 
Beam-Self
Precast-top    0.076   0.112   0.200   0.262   0.300   0.312   0.284 
Bottom        -0.063  -0.094  -0.167  -0.219  -0.250  -0.260  -0.237 
 
Prestress
Precast-top   -0.360  -0.360  -0.360  -0.360  -0.360  -0.360  -0.360 
Bottom         1.409   1.409   1.409   1.409   1.409   1.409   1.409 
 
Total
Precast-top   -0.285  -0.248  -0.160  -0.098  -0.061  -0.048  -0.076 
Bottom         1.346   1.315   1.242   1.190   1.159   1.148   1.172 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.64 %)
             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    3.97    8.60   13.23   17.87   22.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.009   0.008   0.014   0.028   0.037   0.043   0.045 
Precast-top   -0.074  -0.178  -0.173  -0.085   0.138   0.297   0.393   0.427 
Bottom         0.290   1.135   1.093   1.047   0.838   0.688   0.598   0.567 
 

 
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    4.63    9.27   13.90   18.53   23.17   16.22
 
Beam-Self
Precast-top    0.076   0.112   0.200   0.262   0.300   0.312   0.284 
Bottom        -0.063  -0.094  -0.167  -0.219  -0.250  -0.260  -0.237 
 
Prestress
Precast-top   -0.360  -0.360  -0.360  -0.360  -0.360  -0.360  -0.360 
Bottom         1.409   1.409   1.409   1.409   1.409   1.409   1.409 
 
Total
Precast-top   -0.285  -0.248  -0.160  -0.098  -0.061  -0.048  -0.076 
Bottom         1.346   1.315   1.242   1.190   1.159   1.148   1.172 
 
As_top  , in2  1.085   0.893   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 =  9.64 %)
             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    3.97    8.60   13.23   17.87   22.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    3.97    8.60   13.23   17.87   22.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.050   0.048   0.080   0.144   0.189   0.215   0.221 
Precast-top   -0.037  -0.064  -0.062  -0.002   0.142   0.244   0.306   0.325 
Bottom         0.145   0.466   0.450   0.361   0.129  -0.037  -0.135  -0.161 
 

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
    243.2    6.5   49.6    0.319   0.0   6.00e-3 50.0    250.4     1.205    2.347      0.46
      0.0    0.2   49.5     41.9 0.168      19.9 0.87    12.00     0.092    1.489 
Transfer:   3.00
    223.7    6.5   49.6    1.438   0.0   4.29e-3 44.0    222.9     0.876    1.760      0.00
    448.6    1.0   49.1    189.0 0.156      25.7 1.14    12.00     0.092    1.606 
Critical:   4.76
    209.0    6.5   49.6    1.582   0.0   2.64e-3 38.2    195.9     0.629    1.320      0.00
    743.5    1.1   49.1    189.0 0.146      36.4 1.61    12.00     0.092    1.717 
0.1L    :   4.63
    210.1    6.5   49.6    1.572   0.0   2.75e-3 38.6    198.1     0.644    1.320      0.00
    721.9    1.1   49.1    189.0 0.146      35.4 1.57    12.00     0.092    1.709 
0.2L    :   9.27
    170.6    6.5   49.6    1.951   0.0   2.24e-3 36.8    149.3     0.457    0.620      0.00
   1316.1    1.4   49.0    189.0 0.119      40.3 1.79    24.00     0.092    1.282 
0.3L    :  13.90
    134.3    6.5   49.6    2.170   0.0   2.29e-3 37.0    109.5     0.338    0.496      0.00
   1699.8    1.5   48.9    189.0 0.094      39.7 1.77    24.00     0.092    1.344 
0.4L    :  18.53
     98.9    6.5   49.6    2.170   0.0   2.39e-3 37.4     71.3     0.223    0.413      0.00
   1870.1    1.5   48.9    189.0 0.069      38.6 1.72    24.00     0.092    1.554 
0.5L    :  23.17
     67.8    6.5   49.6    2.170   0.0   1.98e-3 35.9     31.9     0.094    0.413      0.00
   1892.6    1.5   48.9    189.0 0.047      43.4 1.93    24.00     0.092    2.429 
0.6L    :  27.80
     98.9    6.5   49.6    2.170   0.0   2.39e-3 37.4     71.3     0.223    0.413      0.00
   1870.1    1.5   48.9    189.0 0.069      38.6 1.72    24.00     0.092    1.554 
0.7L    :  32.43
    134.3    6.5   49.6    2.170   0.0   2.29e-3 37.0    109.5     0.338    0.496      0.00
   1699.8    1.5   48.9    189.0 0.094      39.7 1.77    24.00     0.092    1.344 
0.8L    :  37.06
    170.6    6.5   49.6    1.951   0.0   2.24e-3 36.8    149.3     0.457    0.620      0.00
   1316.1    1.4   49.0    189.0 0.119      40.3 1.79    24.00     0.092    1.282 
0.9L    :  41.70
    210.1    6.5   49.6    1.572   0.0   2.75e-3 38.6    198.1     0.644    1.320      0.00
    721.9    1.1   49.1    189.0 0.146      35.4 1.57    12.00     0.092    1.709 
Critical:  41.57
    209.0    6.5   49.6    1.582   0.0   2.64e-3 38.2    195.9     0.629    1.320      0.00
    743.5    1.1   49.1    189.0 0.146      36.4 1.61    12.00     0.092    1.717 
Transfer:  43.33
    223.7    6.5   49.6    1.438   0.0   4.29e-3 44.0    222.9     0.876    1.760      0.00
    448.6    1.0   49.1    189.0 0.156      25.7 1.14    12.00     0.092    1.606 
Bearing :  45.67
    243.2    6.5   49.6    0.319   0.0   6.00e-3 50.0    250.4     1.205    2.347      0.46
      0.0    0.2   49.5     41.9 0.168      19.9 0.87    12.00     0.092    1.489 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    0.85
 
 
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
    243.2      5.46     49.65    0.23       49.54    24.00      0.300      1.069      0.000      0.000*
Transfer:      2.33
    223.7      5.06     49.65    1.02       49.14    24.00      0.300      0.936      0.000      1.760 
Critical:      4.09
    209.1      4.73     49.65    1.12       49.09    24.00      0.300      0.827      0.000      1.320 
0.1L    :      3.97
    210.1      4.76     49.65    1.12       49.09    24.00      0.300      0.835      0.000      1.320 
0.2L    :      8.60
    170.6      3.87     49.65    1.38       48.96    24.00      0.300      0.541      0.000      0.620 
0.3L    :     13.23
    134.3      3.05     49.65    1.54       48.88    24.00      0.300      0.267      0.000      0.496 
0.4L    :     17.87
     98.9      2.25     49.65    1.54       48.88    24.00      0.300      0.000      0.000      0.413 
0.5L    :     22.50
     67.8      1.54     49.65    1.54       48.88    24.00      0.300      0.000      0.000      0.413 
0.6L    :     27.13
     98.9      2.25     49.65    1.54       48.88    24.00      0.300      0.000      0.000      0.413 
0.7L    :     31.77
    134.3      3.05     49.65    1.54       48.88    24.00      0.300      0.267      0.000      0.496 
0.8L    :     36.40
    170.6      3.87     49.65    1.38       48.96    24.00      0.300      0.541      0.000      0.620 
0.9L    :     41.03
    210.1      4.76     49.65    1.12       49.09    24.00      0.300      0.835      0.000      1.320 
Critical:     40.91
    209.1      4.73     49.65    1.12       49.09    24.00      0.300      0.827      0.000      1.320 
Transfer:     42.67
    223.7      5.06     49.65    1.02       49.14    24.00      0.300      0.936      0.000      1.760 
Bearing :     45.00
    243.2      5.46     49.65    0.23       49.54    24.00      0.300      1.069      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 = 3.97 ft
Prestress      :       0.121  1.80      0.218  2.20      0.267
Self Wt.       :      -0.029  1.85     -0.054  2.40     -0.070
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          :       0.092            0.165            0.197
 
At 0.2 x L = 8.60 ft
Prestress      :       0.217  1.80      0.391  2.20      0.478
Self Wt.       :      -0.055  1.85     -0.101  2.40     -0.132
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          :       0.162            0.290            0.346
 
At 0.3 x L = 13.23 ft
Prestress      :       0.286  1.80      0.514  2.20      0.629
Self Wt.       :      -0.075  1.85     -0.139  2.40     -0.180
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          :       0.211            0.375            0.448
 
At 0.4 x L = 17.87 ft
Prestress      :       0.327  1.80      0.588  2.20      0.719
Self Wt.       :      -0.088  1.85     -0.163  2.40     -0.211
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          :       0.239            0.426            0.508
 
At 0.5 x L = 22.50 ft
Prestress      :       0.341  1.80      0.613  2.20      0.749
Self Wt.       :      -0.092  1.85     -0.171  2.40     -0.222
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          :       0.248            0.442            0.527
 
At 0.6 x L = 27.13 ft
Prestress      :       0.327  1.80      0.588  2.20      0.719
Self Wt.       :      -0.088  1.85     -0.163  2.40     -0.211
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          :       0.239            0.426            0.508
 
At 0.7 x L = 31.77 ft
Prestress      :       0.286  1.80      0.514  2.20      0.629
Self Wt.       :      -0.075  1.85     -0.139  2.40     -0.180
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          :       0.211            0.375            0.448
 
At 0.8 x L = 36.40 ft
Prestress      :       0.217  1.80      0.391  2.20      0.478
Self Wt.       :      -0.055  1.85     -0.101  2.40     -0.132
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          :       0.162            0.290            0.346
 
At 0.9 x L = 41.03 ft
Prestress      :       0.121  1.80      0.218  2.20      0.267
Self Wt.       :      -0.029  1.85     -0.054  2.40     -0.070
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          :       0.092            0.165            0.197
 

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
   444.8    49.6  1.438  268.2    1.2   1.02   1579.3  0.125T 1.00       -       -     -     -  
H/2     :   2.22
   424.0    49.6  1.382  268.2    1.2   0.98   1519.1  0.130T 1.00       -       -     -     -  
0.1L    :   3.97
   721.9    49.6  1.572  268.0    1.3   1.12   1723.5  0.114T 1.00       -       -     -     -  
0.2L    :   8.60
  1355.8    49.6  1.951  267.5    1.6   1.38   2129.9  0.091T 1.00       -       -     -     -  
0.3L    :  13.23
  1769.4    49.6  2.170  267.2    1.8   1.54   2362.3  0.082T 1.00    787.0   787.0    3.00    -  
0.4L    :  17.87
  2005.8    49.6  2.170  267.2    1.8   1.54   2362.3  0.082T 1.00    754.6   754.6    3.13    -  
0.5L    :  22.50
  2053.1    49.6  2.170  267.2    1.8   1.54   2362.3  0.082T 1.00    743.4   743.4    3.18    -  
0.6L    :  27.13
  2005.8    49.6  2.170  267.2    1.8   1.54   2362.3  0.082T 1.00    754.6   754.6    3.13    -  
0.7L    :  31.77
  1769.4    49.6  2.170  267.2    1.8   1.54   2362.3  0.082T 1.00    787.0   787.0    3.00    -  
0.8L    :  36.40
  1355.8    49.6  1.951  267.5    1.6   1.38   2129.9  0.091T 1.00       -       -     -     -  
0.9L    :  41.03
   721.9    49.6  1.572  268.0    1.3   1.12   1723.5  0.114T 1.00       -       -     -     -  
H/2     :  42.78
   424.0    49.6  1.382  268.2    1.2   0.98   1519.1  0.130T 1.00       -       -     -     -  
Transfer:  42.67
   444.8    49.6  1.438  268.2    1.2   1.02   1579.3  0.125T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.015
        M   2.00 Fb     0.234
 
  2   2 E   6.00 Ft    -0.059
        M   6.00 Fb     0.493
 
  3   2 E   6.00 Ft    -0.104
        M   6.00 Fb     0.751
 
  4   2 E   2.00 Ft    -0.194
        M   2.00 Fb     1.048
 
  5   2 E   2.00 Ft    -0.285
        M   2.00 Fb     1.345
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 46.33            Release Length, ft: 46.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.35 %               Final losses: 10.27 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.346     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.285       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)                  2362.32     2053.10     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.045     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.427     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.135    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   0.325     Midspan
    Pre.Bot:                                                             2.000   0.466    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  22.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.341  1.80      0.613  2.20      0.749
Self Wt.       :      -0.092  1.85     -0.171  2.40     -0.222
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          :       0.248            0.442            0.527
 
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   45.00
     DC  Line       0.076      0.00       0.076   45.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    22.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 46.330 ft
Release length = 46.330 ft
Design  length = 45.000 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)  : 0.861   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.904   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.996   (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     3.97     8.60    13.23    17.87    22.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    694.4    703.6    703.1    703.6    703.6    703.6    703.6    703.6
  Yb      ,  in    20.68    20.45    20.46    20.45    20.45    20.45    20.45    20.45
  MI(Ixx) , in4   179735   182372   182242   182372   182372   182372   182372   182372
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1412.1   1420.9   1420.4   1420.9   1420.9   1420.9   1420.9   1420.9
  Yb      ,  in    35.22    35.02    35.03    35.02    35.02    35.02    35.02    35.02
  MI(Ixx) , in4   472279   481016   480584   481016   481016   481016   481016   481016

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:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.60 in):
     6 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.905 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.881 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.076 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)       
-------------------------------------------------------------------------------------
       463.300         740 342.842      8.244 33386.629   517.002     293.266        
 
 
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     10.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.6670     15.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      15.6670     30.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      30.6631     35.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      35.6631     39.6634    Yes
      2      US#5[M16]       60.00        0.62       9.00      39.6634     41.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      41.1634     41.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      41.8301     44.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      44.3301     46.2051     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 46.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  3.60 in
         P_init    =      425.4 kips  Ecc = 17.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.57 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.022 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.62 ksi    0.00 ksi
    due to Composite Loads                                 -0.57 ksi    0.00 ksi
    due to Live Loads                                      -2.91 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                         5.59 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.57 ksi  ( 3.35 %)            13.81 ksi ( 7.05 %)
Total Prestress Losses                                    20.38 ksi (10.40 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 175.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    35.9    34.2    58.7   112.8   151.5   174.7   182.4
(Max)       V      16.2    14.5    14.6    13.4    10.0     6.7     3.3     0.0
DL-Prec.  : M       0.0     5.5     5.3     9.1    17.4    23.4    26.9    28.1
DC(Max)     V       2.5     2.2     2.3     2.1     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.1    38.2    65.5   126.0   169.2   195.1   203.7
Haunch (Max)V      18.1    16.2    16.3    14.9    11.2     7.5     3.7     0.0
Diaphragm : M       0.0     0.3     0.3     0.5     1.1     1.7     2.2     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.7    14.0    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.0     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     8.1     7.8    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.3     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   170.1   162.2   275.1   510.7   656.9   737.7   746.4
            V      89.9    83.4    83.8    78.9    24.0    11.6    39.7    27.2
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    89.9    83.4    83.8    78.9    65.7    54.0    42.8    33.7
            M      -0.0   172.2   164.3   275.1   488.5   617.9   661.8   656.7
Total     : M+      0.0   274.8   261.9   446.2   839.9  1099.1  1248.0  1279.8
            V     137.2   125.8   126.4   117.9    53.3    31.1    49.5    27.3
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   137.2   125.8   126.4   117.9    94.9    73.5    52.7    33.9
            M      -0.0   276.9   264.1   446.2   817.7  1060.1  1172.0  1190.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   42.78   42.67   45.00
Self wt.  : M     174.7   151.5   112.8    58.7    34.2    35.9     0.0
(Max)       V       3.3     6.7    10.0    13.4    14.6    14.5    16.2
DL-Prec.  : M      26.9    23.4    17.4     9.1     5.3     5.5     0.0
DC(Max)     V       0.5     1.0     1.5     2.1     2.3     2.2     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     195.1   169.2   126.0    65.5    38.2    40.1     0.0
Haunch (Max)V       3.7     7.5    11.2    14.9    16.3    16.2    18.1
Diaphragm : M       2.2     1.7     1.1     0.5     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      71.7    62.2    46.3    24.1    14.0    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.0     6.0     6.7
DL-Comp   : M      39.6    34.3    25.6    13.3     7.8     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.3     3.3     3.7
LL + I    : M+    737.7   656.9   510.7   275.1   162.2   170.1     0.0
            V      39.7    11.6    24.0    78.9    83.8    83.4    89.9
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    42.8    54.0    65.7    78.9    83.8    83.4    89.9
            M     661.8   617.9   488.5   275.1   164.3   172.2    -0.0
Total     : M+   1248.0  1099.1   839.9   446.2   261.9   274.8     0.0
            V      49.5    31.1    53.3   117.9   126.4   125.8   137.2
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    52.7    73.5    94.9   117.9   126.4   125.8   137.2
            M    1172.0  1060.1   817.7   446.2   264.1   276.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.2             16.2
Deck+Haunch            18.1             18.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.5              2.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           33.3             33.3
DL-Comp.(DW)           18.4             18.4
Live                   71.5             71.5
        Truck          57.1             57.1
        Lane           14.4             14.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    35.9    34.2    58.7   112.8   151.5   174.7   182.4
(Max)       V      16.2    14.5    14.6    13.4    10.0     6.7     3.3     0.0
DL-Prec.  : M       0.0     5.5     5.3     9.1    17.4    23.4    26.9    28.1
DC(Max)     V       2.5     2.2     2.3     2.1     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.1    38.2    65.5   126.0   169.2   195.1   203.7
Haunch (Max)V      18.1    16.2    16.3    14.9    11.2     7.5     3.7     0.0
Diaphragm : M       0.0     0.3     0.3     0.5     1.1     1.7     2.2     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.7    14.0    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.0     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     8.1     7.8    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.3     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   136.1   129.7   220.1   408.6   525.5   590.1   597.2
            V      71.9    66.7    67.0    63.1    19.2     9.2    31.7    21.8
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    71.9    66.7    67.0    63.1    52.5    43.2    34.3    27.0
            M      -0.0   137.8   131.5   220.1   390.8   494.3   529.4   525.3
Total     : M+      0.0   240.8   229.5   391.2   737.7   967.7  1100.4  1130.5
            V     119.2   109.1   109.6   102.1    48.5    28.8    41.6    21.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   119.2   109.1   109.6   102.1    81.8    62.7    44.1    27.1
            M      -0.0   242.5   231.2   391.2   720.0   936.6  1039.7  1058.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   42.78   42.67   45.00
Self wt.  : M     174.7   151.5   112.8    58.7    34.2    35.9     0.0
(Max)       V       3.3     6.7    10.0    13.4    14.6    14.5    16.2
DL-Prec.  : M      26.9    23.4    17.4     9.1     5.3     5.5     0.0
DC(Max)     V       0.5     1.0     1.5     2.1     2.3     2.2     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     195.1   169.2   126.0    65.5    38.2    40.1     0.0
Haunch (Max)V       3.7     7.5    11.2    14.9    16.3    16.2    18.1
Diaphragm : M       2.2     1.7     1.1     0.5     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      71.7    62.2    46.3    24.1    14.0    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.0     6.0     6.7
DL-Comp   : M      39.6    34.3    25.6    13.3     7.8     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.3     3.3     3.7
LL + I    : M+    590.1   525.5   408.6   220.1   129.7   136.1     0.0
            V      31.7     9.2    19.2    63.1    67.0    66.7    71.9
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    34.3    43.2    52.5    63.1    67.0    66.7    71.9
            M     529.4   494.3   390.8   220.1   131.5   137.8    -0.0
Total     : M+   1100.4   967.7   737.7   391.2   229.5   240.8     0.0
            V      41.6    28.8    48.5   102.1   109.6   109.1   119.2
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    44.1    62.7    81.8   102.1   109.6   109.1   119.2
            M    1039.7   936.6   720.0   391.2   231.2   242.5    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    44.9    42.8    73.3   141.0   189.3   218.3   228.0
(Max)       V      20.3    18.2    18.3    16.7    12.5     8.3     4.2     0.0
Self wt.  : M       0.0    32.3    30.8    52.8   101.5   136.3   157.2   164.2
(Min)       V      14.6    13.1    13.2    12.0     9.0     6.0     3.0     0.0
DL-Prec.  : M       0.0     6.9     6.6    11.3    21.8    29.2    33.7    35.2
DC(Max)     V       3.1     2.8     2.8     2.6     1.9     1.3     0.6     0.0
DL-Prec.  : M       0.0     5.0     4.7     8.1    15.7    21.0    24.3    25.3
DC(Min)     V       2.3     2.0     2.0     1.9     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    50.1    47.7    81.9   157.5   211.5   243.9   254.6
Haunch (Max)V      22.6    20.3    20.4    18.6    14.0     9.3     4.7     0.0
Deck +    : M       0.0    36.1    34.4    59.0   113.4   152.3   175.6   183.3
Haunch (Min)V      16.3    14.6    14.7    13.4    10.1     6.7     3.4     0.0
Diaphragm : M       0.0     0.4     0.3     0.6     1.3     2.1     2.8     3.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.4     1.0     1.5     2.0     2.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    18.4    17.6    30.1    57.9    77.8    89.7    93.7
DC(Max)     V       8.3     7.5     7.5     6.9     5.1     3.4     1.7     0.0
DL-Comp   : M       0.0    13.3    12.6    21.7    41.7    56.0    64.6    67.4
DC(Min)     V       6.0     5.4     5.4     4.9     3.7     2.5     1.2     0.0
DL-Comp   : M       0.0    12.2    11.6    19.9    38.4    51.5    59.4    62.0
DW(Max)     V       5.5     4.9     5.0     4.5     3.4     2.3     1.1     0.0
DL-Comp   : M       0.0     5.3     5.0     8.6    16.6    22.3    25.7    26.9
DW(Min)     V       2.4     2.1     2.2     2.0     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   297.6   283.8   481.4   893.7  1149.6  1291.0  1306.3
            V     157.3   146.0   146.6   138.1    42.1    20.2    69.4    47.6
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   157.3   146.0   146.6   138.1   114.9    94.5    74.9    59.1
            M      -0.0   301.3   287.6   481.4   854.9  1081.4  1158.1  1149.2
Total     : M+      0.0   430.5   410.4   698.7  1311.6  1710.9  1938.7  1983.3
            V     217.4   199.8   200.7   187.5    79.2    45.0    81.9    47.7
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   217.4   199.8   200.7   187.5   152.1   119.3    87.4    59.2
            M      -0.0   434.2   414.2   698.7  1272.7  1642.7  1805.8  1826.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   42.78   42.67   45.00
Self wt.  : M     218.3   189.3   141.0    73.3    42.8    44.9     0.0
(Max)       V       4.2     8.3    12.5    16.7    18.3    18.2    20.3
Self wt.  : M     157.2   136.3   101.5    52.8    30.8    32.3     0.0
(Min)       V       3.0     6.0     9.0    12.0    13.2    13.1    14.6
DL-Prec.  : M      33.7    29.2    21.8    11.3     6.6     6.9     0.0
DC(Max)     V       0.6     1.3     1.9     2.6     2.8     2.8     3.1
DL-Prec.  : M      24.3    21.0    15.7     8.1     4.7     5.0     0.0
DC(Min)     V       0.5     0.9     1.4     1.9     2.0     2.0     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     243.9   211.5   157.5    81.9    47.7    50.1     0.0
Haunch (Max)V       4.7     9.3    14.0    18.6    20.4    20.3    22.6
Deck +    : M     175.6   152.3   113.4    59.0    34.4    36.1     0.0
Haunch (Min)V       3.4     6.7    10.1    13.4    14.7    14.6    16.3
Diaphragm : M       2.8     2.1     1.3     0.6     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.0     1.5     1.0     0.4     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      89.7    77.8    57.9    30.1    17.6    18.4     0.0
DC(Max)     V       1.7     3.4     5.1     6.9     7.5     7.5     8.3
DL-Comp   : M      64.6    56.0    41.7    21.7    12.6    13.3     0.0
DC(Min)     V       1.2     2.5     3.7     4.9     5.4     5.4     6.0
DL-Comp   : M      59.4    51.5    38.4    19.9    11.6    12.2     0.0
DW(Max)     V       1.1     2.3     3.4     4.5     5.0     4.9     5.5
DL-Comp   : M      25.7    22.3    16.6     8.6     5.0     5.3     0.0
DW(Min)     V       0.5     1.0     1.5     2.0     2.2     2.1     2.4
LL + I    : M+   1290.9  1149.6   893.7   481.4   283.8   297.6     0.0
            V      69.4    20.2    42.1   138.1   146.6   146.0   157.3
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    74.9    94.5   114.9   138.1   146.6   146.0   157.3
            M    1158.1  1081.4   854.9   481.4   287.6   301.3    -0.0
Total     : M+   1938.7  1710.9  1311.6   698.7   410.4   430.5     0.0
            V      81.9    45.0    79.2   187.5   200.7   199.8   217.4
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    87.4   119.3   152.1   187.5   200.7   199.8   217.4
            M    1805.8  1642.7  1272.7   698.7   414.2   434.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               20.3             20.3
Deck+Haunch            22.6             22.6
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.1              3.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           41.6             41.6
DL-Comp.(DW)           27.6             27.6
Live                  125.1            125.1
        Truck          99.9             99.9
        Lane           25.2             25.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    3.97    8.60   13.23   17.87   22.50
Self wt.  : M       0.0    35.9    34.2    58.7   112.8   151.5   174.7   182.4
(Max)       V      16.2    14.5    14.6    13.4    10.0     6.7     3.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     5.5     5.3     9.1    17.4    23.4    26.9    28.1
DC(Max)     V       2.5     2.2     2.3     2.1     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.1    38.2    65.5   126.0   169.2   195.1   203.7
Haunch (Max)V      18.1    16.2    16.3    14.9    11.2     7.5     3.7     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     0.5     1.1     1.7     2.2     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    14.7    14.0    24.1    46.3    62.2    71.7    74.9
DC(Max)     V       6.7     6.0     6.0     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     8.1     7.8    13.3    25.6    34.3    39.6    41.3
DW(Max)     V       3.7     3.3     3.3     3.0     2.3     1.5     0.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   144.8   138.2   231.7   413.6   543.6   618.8   634.4
            V      85.8    78.1    78.5    72.7    59.8    51.1    43.1    35.1
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    85.8    78.1    78.5    72.7    59.8    51.1    43.1    35.1
            M       0.0   144.8   138.2   231.7   413.6   543.6   618.8   634.4
Total     : M+      0.0   249.5   237.9   402.8   742.8   985.8  1129.1  1167.7
            V     133.1   120.5   121.1   111.6    89.1    70.7    52.9    35.2
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   133.1   120.5   121.1   111.6    89.1    70.7    52.9    35.2
            M       0.0   249.5   237.9   402.8   742.8   985.8  1129.1  1167.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.13   31.77   36.40   41.03   42.78   42.67   45.00
Self wt.  : M     174.7   151.5   112.8    58.7    34.2    35.9     0.0
(Max)       V       3.3     6.7    10.0    13.4    14.6    14.5    16.2
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      26.9    23.4    17.4     9.1     5.3     5.5     0.0
DC(Max)     V       0.5     1.0     1.5     2.1     2.3     2.2     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     195.1   169.2   126.0    65.5    38.2    40.1     0.0
Haunch (Max)V       3.7     7.5    11.2    14.9    16.3    16.2    18.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       2.2     1.7     1.1     0.5     0.3     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      71.7    62.2    46.3    24.1    14.0    14.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.0     6.0     6.7
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      39.6    34.3    25.6    13.3     7.8     8.1     0.0
DW(Max)     V       0.8     1.5     2.3     3.0     3.3     3.3     3.7
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    618.8   543.6   413.6   231.7   138.2   144.8     0.0
            V      43.1    51.1    59.8    72.7    78.5    78.1    85.8
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    43.1    51.1    59.8    72.7    78.5    78.1    85.8
            M     618.8   543.6   413.6   231.7   138.2   144.8     0.0
Total     : M+   1129.1   985.8   742.8   402.8   237.9   249.5     0.0
            V      52.9    70.7    89.1   111.6   121.1   120.5   133.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    52.9    70.7    89.1   111.6   121.1   120.5   133.1
            M    1129.1   985.8   742.8   402.8   237.9   249.5     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    4.63    9.27   13.90   18.53   23.17   16.22
 
Beam-Self
Precast-top    0.076   0.112   0.200   0.262   0.300   0.312   0.284 
Bottom        -0.063  -0.094  -0.167  -0.219  -0.250  -0.260  -0.237 
 
Prestress
Precast-top   -0.360  -0.360  -0.360  -0.360  -0.360  -0.360  -0.360 
Bottom         1.409   1.409   1.409   1.409   1.409   1.409   1.409 
 
Total
Precast-top   -0.285  -0.248  -0.160  -0.098  -0.061  -0.048  -0.076 
Bottom         1.346   1.315   1.242   1.190   1.159   1.148   1.172 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.64 %)
             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    3.97    8.60   13.23   17.87   22.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.010   0.009   0.016   0.030   0.041   0.047   0.049 
Precast-top   -0.074  -0.188  -0.182  -0.100   0.108   0.257   0.346   0.377 
Bottom         0.290   1.143   1.101   1.060   0.864   0.723   0.639   0.610 
 

 
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    4.63    9.27   13.90   18.53   23.17   16.22
 
Beam-Self
Precast-top    0.076   0.112   0.200   0.262   0.300   0.312   0.284 
Bottom        -0.063  -0.094  -0.167  -0.219  -0.250  -0.260  -0.237 
 
Prestress
Precast-top   -0.360  -0.360  -0.360  -0.360  -0.360  -0.360  -0.360 
Bottom         1.409   1.409   1.409   1.409   1.409   1.409   1.409 
 
Total
Precast-top   -0.285  -0.248  -0.160  -0.098  -0.061  -0.048  -0.076 
Bottom         1.346   1.315   1.242   1.190   1.159   1.148   1.172 
 
As_top  , in2  1.085   0.893   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 =  9.64 %)
             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    3.97    8.60   13.23   17.87   22.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    3.97    8.60   13.23   17.87   22.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.066   0.063   0.106   0.190   0.250   0.285   0.293 
Precast-top   -0.037  -0.058  -0.057   0.008   0.157   0.264   0.327   0.346 
Bottom         0.145   0.445   0.430   0.328   0.070  -0.113  -0.221  -0.249 
 

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
    217.4    6.5   49.6    0.319   0.0   6.00e-3 50.0    221.6     1.067    2.347      0.25
      0.0    0.3   49.5     41.9 0.150      19.9 0.87    12.00     0.092    1.666 
Transfer:   3.00
    199.8    6.5   49.6    1.440   0.0   3.10e-3 39.9    189.5     0.645    1.760      0.00
    434.2    1.2   49.1    189.0 0.139      32.5 1.44    12.00     0.092    1.796 
Critical:   4.75
    186.6    6.5   49.6    1.584   0.0   1.64e-3 34.7    158.8     0.449    1.320      0.00
    718.6    1.3   49.0    189.0 0.130      48.5 2.16    12.00     0.092    1.920 
0.1L    :   4.63
    187.5    6.5   49.6    1.574   0.0   1.73e-3 35.1    161.3     0.462    1.320      0.00
    698.7    1.3   49.0    189.0 0.131      47.1 2.09    12.00     0.092    1.911 
0.2L    :   9.27
    152.1    6.5   49.6    1.954   0.0   1.71e-3 35.0    121.8     0.349    0.620      0.00
   1272.7    1.6   48.9    189.0 0.106      47.2 2.10    24.00     0.092    1.560 
0.3L    :  13.90
    119.3    6.5   49.6    2.170   0.0   1.83e-3 35.4     87.2     0.254    0.496      0.00
   1642.7    1.7   48.8    189.0 0.084      45.3 2.02    24.00     0.092    1.625 
0.4L    :  18.53
     87.4    6.5   49.6    2.170   0.0   1.97e-3 35.9     53.7     0.159    0.413      0.00
   1805.8    1.7   48.8    189.0 0.061      43.5 1.94    24.00     0.092    1.882 
0.5L    :  23.17
     59.2    6.5   49.6    2.170   0.0   1.59e-3 34.6     16.7     0.092    0.413      0.00
   1826.2    1.7   48.8    189.0 0.042      49.1 2.19    24.00     0.092    2.969 
0.6L    :  27.80
     87.4    6.5   49.6    2.170   0.0   1.97e-3 35.9     53.7     0.159    0.413      0.00
   1805.8    1.7   48.8    189.0 0.061      43.5 1.94    24.00     0.092    1.882 
0.7L    :  32.43
    119.3    6.5   49.6    2.170   0.0   1.83e-3 35.4     87.2     0.254    0.496      0.00
   1642.7    1.7   48.8    189.0 0.084      45.3 2.02    24.00     0.092    1.625 
0.8L    :  37.06
    152.1    6.5   49.6    1.954   0.0   1.71e-3 35.0    121.8     0.349    0.620      0.00
   1272.7    1.6   48.9    189.0 0.106      47.2 2.10    24.00     0.092    1.560 
0.9L    :  41.70
    187.5    6.5   49.6    1.574   0.0   1.73e-3 35.1    161.3     0.462    1.320      0.00
    698.7    1.3   49.0    189.0 0.131      47.1 2.09    12.00     0.092    1.911 
Critical:  41.58
    186.6    6.5   49.6    1.584   0.0   1.64e-3 34.7    158.8     0.449    1.320      0.00
    718.6    1.3   49.0    189.0 0.130      48.5 2.16    12.00     0.092    1.920 
Transfer:  43.33
    199.8    6.5   49.6    1.440   0.0   3.10e-3 39.9    189.5     0.645    1.760      0.00
    434.2    1.2   49.1    189.0 0.139      32.5 1.44    12.00     0.092    1.796 
Bearing :  45.67
    217.4    6.5   49.6    0.319   0.0   6.00e-3 50.0    221.6     1.067    2.347      0.25
      0.0    0.3   49.5     41.9 0.150      19.9 0.87    12.00     0.092    1.666 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    0.85
 
 
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
    217.4      4.88     49.65    0.26       49.52    24.00      0.300      0.876      0.000      0.000*
Transfer:      2.33
    199.8      4.52     49.65    1.16       49.07    24.00      0.300      0.758      0.000      1.760 
Critical:      4.08
    186.7      4.23     49.65    1.28       49.01    24.00      0.300      0.661      0.000      1.320 
0.1L    :      3.97
    187.5      4.25     49.65    1.27       49.01    24.00      0.300      0.667      0.000      1.320 
0.2L    :      8.60
    152.1      3.46     49.65    1.57       48.86    24.00      0.300      0.403      0.000      0.620 
0.3L    :     13.23
    119.3      2.72     49.65    1.75       48.78    24.00      0.300      0.156      0.000      0.496 
0.4L    :     17.87
     87.4      1.99     49.65    1.75       48.78    24.00      0.300      0.000      0.000      0.413 
0.5L    :     22.50
     59.2      1.35     49.65    1.75       48.78    24.00      0.300      0.000      0.000      0.413 
0.6L    :     27.13
     87.4      1.99     49.65    1.75       48.78    24.00      0.300      0.000      0.000      0.413 
0.7L    :     31.77
    119.3      2.72     49.65    1.75       48.78    24.00      0.300      0.156      0.000      0.496 
0.8L    :     36.40
    152.1      3.46     49.65    1.57       48.86    24.00      0.300      0.403      0.000      0.620 
0.9L    :     41.03
    187.5      4.25     49.65    1.27       49.01    24.00      0.300      0.667      0.000      1.320 
Critical:     40.92
    186.7      4.23     49.65    1.28       49.01    24.00      0.300      0.661      0.000      1.320 
Transfer:     42.67
    199.8      4.52     49.65    1.16       49.07    24.00      0.300      0.758      0.000      1.760 
Bearing :     45.00
    217.4      4.88     49.65    0.26       49.52    24.00      0.300      0.876      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 = 3.97 ft
Prestress      :       0.121  1.80      0.218  2.20      0.267
Self Wt.       :      -0.029  1.85     -0.054  2.40     -0.070
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          :       0.092            0.165            0.197
 
At 0.2 x L = 8.60 ft
Prestress      :       0.217  1.80      0.391  2.20      0.478
Self Wt.       :      -0.055  1.85     -0.101  2.40     -0.132
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          :       0.162            0.290            0.346
 
At 0.3 x L = 13.23 ft
Prestress      :       0.286  1.80      0.514  2.20      0.629
Self Wt.       :      -0.075  1.85     -0.139  2.40     -0.180
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          :       0.211            0.375            0.448
 
At 0.4 x L = 17.87 ft
Prestress      :       0.327  1.80      0.588  2.20      0.719
Self Wt.       :      -0.088  1.85     -0.163  2.40     -0.211
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          :       0.239            0.426            0.508
 
At 0.5 x L = 22.50 ft
Prestress      :       0.341  1.80      0.613  2.20      0.749
Self Wt.       :      -0.092  1.85     -0.171  2.40     -0.222
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          :       0.248            0.442            0.527
 
At 0.6 x L = 27.13 ft
Prestress      :       0.327  1.80      0.588  2.20      0.719
Self Wt.       :      -0.088  1.85     -0.163  2.40     -0.211
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          :       0.239            0.426            0.508
 
At 0.7 x L = 31.77 ft
Prestress      :       0.286  1.80      0.514  2.20      0.629
Self Wt.       :      -0.075  1.85     -0.139  2.40     -0.180
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          :       0.211            0.375            0.448
 
At 0.8 x L = 36.40 ft
Prestress      :       0.217  1.80      0.391  2.20      0.478
Self Wt.       :      -0.055  1.85     -0.101  2.40     -0.132
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          :       0.162            0.290            0.346
 
At 0.9 x L = 41.03 ft
Prestress      :       0.121  1.80      0.218  2.20      0.267
Self Wt.       :      -0.029  1.85     -0.054  2.40     -0.070
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          :       0.092            0.165            0.197
 

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
   430.5    49.6  1.440  267.9    1.4   1.16   1577.8  0.109T 1.00       -       -     -     -  
H/2     :   2.22
   410.4    49.6  1.384  268.0    1.3   1.12   1517.8  0.114T 1.00       -       -     -     -  
0.1L    :   3.97
   698.7    49.6  1.574  267.7    1.5   1.27   1721.3  0.100T 1.00       -       -     -     -  
0.2L    :   8.60
  1311.6    49.6  1.954  267.2    1.9   1.57   2125.5  0.080T 1.00       -       -     -     -  
0.3L    :  13.23
  1710.9    49.6  2.170  266.9    2.1   1.75   2353.9  0.072T 1.00    796.0   796.0    2.96    -  
0.4L    :  17.87
  1938.7    49.6  2.170  266.9    2.1   1.75   2353.9  0.072T 1.00    767.2   767.2    3.07    -  
0.5L    :  22.50
  1983.3    49.6  2.170  266.9    2.1   1.75   2353.9  0.072T 1.00    757.4   757.4    3.11    -  
0.6L    :  27.13
  1938.7    49.6  2.170  266.9    2.1   1.75   2353.9  0.072T 1.00    767.2   767.2    3.07    -  
0.7L    :  31.77
  1710.9    49.6  2.170  266.9    2.1   1.75   2353.9  0.072T 1.00    796.0   796.0    2.96    -  
0.8L    :  36.40
  1311.6    49.6  1.954  267.2    1.9   1.57   2125.5  0.080T 1.00       -       -     -     -  
0.9L    :  41.03
   698.7    49.6  1.574  267.7    1.5   1.27   1721.3  0.100T 1.00       -       -     -     -  
H/2     :  42.78
   410.4    49.6  1.384  268.0    1.3   1.12   1517.8  0.114T 1.00       -       -     -     -  
Transfer:  42.67
   430.5    49.6  1.440  267.9    1.4   1.16   1577.8  0.109T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.015
        M   2.00 Fb     0.234
 
  2   2 E   6.00 Ft    -0.059
        M   6.00 Fb     0.493
 
  3   2 E   6.00 Ft    -0.104
        M   6.00 Fb     0.751
 
  4   2 E   2.00 Ft    -0.194
        M   2.00 Fb     1.048
 
  5   2 E   2.00 Ft    -0.285
        M   2.00 Fb     1.345
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 46.33            Release Length, ft: 46.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.35 %               Final losses: 10.40 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.346     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.285       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)                  2353.91     1983.31     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.049     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.377     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.143    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   0.346     Midspan
    Pre.Bot:                                                             2.000   0.445    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  22.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.341  1.80      0.613  2.20      0.749
Self Wt.       :      -0.092  1.85     -0.171  2.40     -0.222
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          :       0.248            0.442            0.527
 
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

