 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTC50 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 50 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 2.5 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_9b98.tmp\BTC50\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 =     51.330
Bearing-to-bearing, ft =     50.000
Release span      , ft =     51.330
 
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   50.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   50.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   50.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   50.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   50.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   50.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   50.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   50.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   50.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   50.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   50.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   25.000
   1    2        0.500   25.000
   1    3        0.500   25.000
   1    4        0.500   25.000
   1    5        0.250   25.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   50.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   50.00   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    0.086     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              4.50 ksi 
  Elasticity          4435.3 ksi 
  Max comp              2.93 ksi 
  Max tens             -0.19 ksi 
  Max tens,  w/reinf   -0.51 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      5.00 ksi    4.00 ksi 
  Elasticity 4592.23 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.00 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.25 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.42 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    4.50        5.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.33 in):
 
  8 @  2.000 in 4 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    4.50  0.1250  2.0000 No        
       2 US#6[M19]  60.0  0.88    6.00  2.0000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  7.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.4167 11.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 11.4167 15.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 15.1667 36.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00 36.1634 39.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 39.9134 43.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 43.9134 46.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 46.1634 46.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 46.8301 49.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 49.3301 51.2051 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 51.3300       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:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.33 in):
 
  8 @  2.000 in 4 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    4.50  0.1250  2.0000 No        
       2 US#6[M19]  60.0  0.88    6.00  2.0000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  7.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.4167 11.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 11.4167 15.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 15.1667 36.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00 36.1634 39.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 39.9134 43.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 43.9134 46.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 46.1634 46.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 46.8301 49.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 49.3301 51.2051 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 51.3300       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:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.33 in):
 
  8 @  2.000 in 4 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    4.50  0.1250  2.0000 No        
       2 US#6[M19]  60.0  0.88    6.00  2.0000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  7.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.4167 11.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 11.4167 15.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 15.1667 36.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00 36.1634 39.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 39.9134 43.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 43.9134 46.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 46.1634 46.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 46.8301 49.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 49.3301 51.2051 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 51.3300       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:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.33 in):
 
  8 @  2.000 in 4 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    4.50  0.1250  2.0000 No        
       2 US#6[M19]  60.0  0.88    6.00  2.0000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  7.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.4167 11.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 11.4167 15.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 15.1667 36.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00 36.1634 39.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 39.9134 43.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 43.9134 46.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 46.1634 46.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 46.8301 49.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 49.3301 51.2051 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 51.3300       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:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.33 in):
 
  8 @  2.000 in 4 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    4.50  0.1250  2.0000 No        
       2 US#6[M19]  60.0  0.88    6.00  2.0000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  7.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.4167 11.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 11.4167 15.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 15.1667 36.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00 36.1634 39.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 39.9134 43.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 43.9134 46.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 46.1634 46.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 46.8301 49.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 49.3301 51.2051 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 51.3300       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   50.00
     DC  Line       0.052      0.00       0.052   50.00
     DC  Line       0.076      0.00       0.076   50.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    25.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 51.330 ft
Release length = 51.330 ft
Design  length = 50.000 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)  : 0.837   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.909   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.002   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 1
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        691.8 in2           1409.6 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           469771 in4#
Ht. of c.g.           =        20.74 in             35.28 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1525.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9290

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     4.47     9.60    14.73    19.87    25.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    694.9    705.9    705.4    705.9    705.9    705.9    705.9    705.9
  Yb      ,  in    20.66    20.39    20.40    20.39    20.39    20.39    20.39    20.39
  MI(Ixx) , in4   179916   183166   183007   183166   183166   183166   183166   183166
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1412.6   1423.1   1422.6   1423.1   1423.1   1423.1   1423.1   1423.1
  Yb      ,  in    35.21    34.97    34.98    34.97    34.97    34.97    34.97    34.97
  MI(Ixx) , in4   472831   483471   482945   483471   483471   483471   483471   483471

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.19 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.33 in):
     8 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.917 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.896 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.100 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)       
-------------------------------------------------------------------------------------
       615.960         740 455.810      9.133 36989.762   552.168     324.916        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       4.50       0.1250      2.0000     No
      2      US#6[M19]       60.00        0.88       6.00       2.0000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      7.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.4167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      11.4167     15.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      15.1667     36.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      36.1634     39.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00      39.9134     43.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00      43.9134     46.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      46.1634     46.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      46.8301     49.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      49.3301     51.2051     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 51.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg =  3.33 in
         P_init    =      510.4 kips  Ecc = 17.41 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     7.84 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.221 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.12 ksi    0.00 ksi
    due to Composite Loads                                 -0.70 ksi    0.00 ksi
    due to Live Loads                                      -3.34 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                         6.71 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  7.84 ksi  ( 4.00 %)            13.86 ksi ( 7.07 %)
Total Prestress Losses                                    21.70 ksi (11.07 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    40.1    38.2    73.3   139.8   187.2   215.7   225.2
(Max)       V      18.0    16.3    16.4    14.8    11.1     7.4     3.7     0.0
DL-Prec.  : M       0.0     9.1     8.6    16.6    31.6    42.4    48.8    51.0
DC(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    44.8    42.7    81.9   156.1   209.1   240.9   251.5
Haunch (Max)V      20.1    18.2    18.3    16.5    12.4     8.3     4.1     0.0
Diaphragm : M       0.0     0.3     0.3     0.6     1.2     1.8     2.5     3.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    16.5    15.7    30.1    57.4    76.9    88.6    92.5
DC(Max)     V       7.4     6.7     6.7     6.1     4.6     3.0     1.5     0.0
DL-Comp   : M       0.0     9.1     8.7    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
LL + I    : M+      0.0   171.0   163.0   309.8   575.6   745.0   843.2   857.1
            V      94.1    87.6    87.9    81.6    68.7    55.8    41.2    28.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    94.1    87.6    87.9    81.6    69.1    57.1    45.4    34.7
            M      -0.0   173.2   165.1   309.8   554.0   702.5   753.6   724.5
Total     : M+      0.0   290.8   277.1   528.8   993.3  1304.9  1488.6  1531.5
            V     147.9   136.4   136.9   125.8   101.9    78.0    52.4    28.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   147.9   136.4   136.9   125.8   102.3    79.3    56.6    34.8
            M      -0.0   293.0   279.3   528.8   971.7  1262.4  1399.0  1398.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.78   47.67   50.00
Self wt.  : M     215.7   187.2   139.8    73.3    38.2    40.1     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.4    16.3    18.0
DL-Prec.  : M      48.8    42.4    31.6    16.6     8.6     9.1     0.0
DC(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     240.9   209.1   156.1    81.9    42.7    44.8     0.0
Haunch (Max)V       4.1     8.3    12.4    16.5    18.3    18.2    20.1
Diaphragm : M       2.5     1.8     1.2     0.6     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      88.6    76.9    57.4    30.1    15.7    16.5     0.0
DC(Max)     V       1.5     3.0     4.6     6.1     6.7     6.7     7.4
DL-Comp   : M      48.9    42.4    31.7    16.6     8.7     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
LL + I    : M+    843.2   745.0   575.6   309.8   163.0   171.0     0.0
            V      41.2    55.8    68.7    81.6    87.9    87.6    94.1
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    45.4    57.1    69.1    81.6    87.9    87.6    94.1
            M     753.6   702.5   554.0   309.8   165.1   173.2     0.0
Total     : M+   1488.6  1304.9   993.3   528.8   277.1   290.8     0.0
            V      52.4    78.0   101.9   125.8   136.9   136.4   147.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    56.6    79.3   102.3   125.8   136.9   136.4   147.9
            M    1399.0  1262.4   971.7   528.8   279.3   293.0     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               18.0             18.0
Deck+Haunch            20.1             20.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.1              4.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.0             37.0
DL-Comp.(DW)           20.4             20.4
Live                   74.6             74.6
        Truck          58.6             58.6
        Lane           16.0             16.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    40.1    38.2    73.3   139.8   187.2   215.7   225.2
(Max)       V      18.0    16.3    16.4    14.8    11.1     7.4     3.7     0.0
DL-Prec.  : M       0.0     9.1     8.6    16.6    31.6    42.4    48.8    51.0
DC(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    44.8    42.7    81.9   156.1   209.1   240.9   251.5
Haunch (Max)V      20.1    18.2    18.3    16.5    12.4     8.3     4.1     0.0
Diaphragm : M       0.0     0.3     0.3     0.6     1.2     1.8     2.5     3.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    16.5    15.7    30.1    57.4    76.9    88.6    92.5
DC(Max)     V       7.4     6.7     6.7     6.1     4.6     3.0     1.5     0.0
DL-Comp   : M       0.0     9.1     8.7    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
LL + I    : M+      0.0   136.8   130.4   247.8   460.4   596.0   674.6   685.7
            V      75.3    70.0    70.3    65.3    55.0    44.7    33.0    22.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    75.3    70.0    70.3    65.3    55.3    45.7    36.3    27.8
            M      -0.0   138.5   132.1   247.8   443.2   562.0   602.8   579.6
Total     : M+      0.0   256.6   244.5   466.9   878.2  1155.9  1320.0  1360.1
            V     129.1   118.9   119.4   109.5    88.2    66.8    44.1    22.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   129.1   118.9   119.4   109.5    88.5    67.9    47.5    27.9
            M      -0.0   258.4   246.2   466.9   860.9  1121.9  1248.3  1254.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.78   47.67   50.00
Self wt.  : M     215.7   187.2   139.8    73.3    38.2    40.1     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.4    16.3    18.0
DL-Prec.  : M      48.8    42.4    31.6    16.6     8.6     9.1     0.0
DC(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     240.9   209.1   156.1    81.9    42.7    44.8     0.0
Haunch (Max)V       4.1     8.3    12.4    16.5    18.3    18.2    20.1
Diaphragm : M       2.5     1.8     1.2     0.6     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      88.6    76.9    57.4    30.1    15.7    16.5     0.0
DC(Max)     V       1.5     3.0     4.6     6.1     6.7     6.7     7.4
DL-Comp   : M      48.9    42.4    31.7    16.6     8.7     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
LL + I    : M+    674.6   596.0   460.4   247.8   130.4   136.8     0.0
            V      33.0    44.7    55.0    65.3    70.3    70.0    75.3
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    36.3    45.7    55.3    65.3    70.3    70.0    75.3
            M     602.8   562.0   443.2   247.8   132.1   138.5     0.0
Total     : M+   1320.0  1155.9   878.2   466.9   244.5   256.6     0.0
            V      44.1    66.8    88.2   109.5   119.4   118.9   129.1
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    47.5    67.9    88.5   109.5   119.4   118.9   129.1
            M    1248.3  1121.9   860.9   466.9   246.2   258.4     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    50.1    47.7    91.6   174.7   234.0   269.6   281.5
(Max)       V      22.5    20.4    20.5    18.5    13.9     9.2     4.6     0.0
Self wt.  : M       0.0    36.1    34.4    66.0   125.8   168.5   194.1   202.7
(Min)       V      16.2    14.7    14.8    13.3    10.0     6.7     3.3     0.0
DL-Prec.  : M       0.0    11.4    10.8    20.7    39.6    53.0    61.1    63.7
DC(Max)     V       5.1     4.6     4.6     4.2     3.1     2.1     1.0     0.0
DL-Prec.  : M       0.0     8.2     7.8    14.9    28.5    38.2    44.0    45.9
DC(Min)     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
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    56.0    53.3   102.3   195.1   261.4   301.1   314.4
Haunch (Max)V      25.2    22.8    22.9    20.7    15.5    10.3     5.2     0.0
Deck +    : M       0.0    40.3    38.4    73.7   140.5   188.2   216.8   226.4
Haunch (Min)V      18.1    16.4    16.5    14.9    11.2     7.4     3.7     0.0
Diaphragm : M       0.0     0.4     0.3     0.7     1.5     2.3     3.1     3.9
(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     0.5     1.1     1.7     2.2     2.8
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    20.6    19.6    37.6    71.8    96.1   110.8   115.6
DC(Max)     V       9.3     8.4     8.4     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    14.8    14.1    27.1    51.7    69.2    79.7    83.2
DC(Min)     V       6.7     6.0     6.1     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0    13.6    13.0    24.9    47.5    63.7    73.3    76.6
DW(Max)     V       6.1     5.6     5.6     5.0     3.8     2.5     1.3     0.0
DL-Comp   : M       0.0     5.9     5.6    10.8    20.6    27.6    31.8    33.2
DW(Min)     V       2.7     2.4     2.4     2.2     1.6     1.1     0.5     0.0
LL + I    : M+      0.0   299.2   285.2   542.1  1007.2  1303.7  1475.6  1500.0
            V     164.6   153.2   153.8   142.8   120.3    97.7    72.2    49.6
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   164.6   153.2   153.8   142.8   120.9    99.9    79.5    60.7
            M      -0.0   303.1   289.0   542.1   969.4  1229.4  1318.7  1267.9
Total     : M+      0.0   451.3   430.0   820.1  1537.3  2014.2  2294.6  2355.7
            V     232.9   215.2   216.0   198.9   162.4   125.8    86.3    49.8
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   232.9   215.2   216.0   198.9   163.1   128.1    93.6    60.9
            M      -0.0   455.1   433.8   820.1  1499.6  1939.9  2137.7  2123.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.78   47.67   50.00
Self wt.  : M     269.6   234.0   174.7    91.6    47.7    50.1     0.0
(Max)       V       4.6     9.2    13.9    18.5    20.5    20.4    22.5
Self wt.  : M     194.1   168.5   125.8    66.0    34.4    36.1     0.0
(Min)       V       3.3     6.7    10.0    13.3    14.8    14.7    16.2
DL-Prec.  : M      61.1    53.0    39.6    20.7    10.8    11.4     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.6     4.6     5.1
DL-Prec.  : M      44.0    38.2    28.5    14.9     7.8     8.2     0.0
DC(Min)     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
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     301.1   261.4   195.1   102.3    53.3    56.0     0.0
Haunch (Max)V       5.2    10.3    15.5    20.7    22.9    22.8    25.2
Deck +    : M     216.8   188.2   140.5    73.7    38.4    40.3     0.0
Haunch (Min)V       3.7     7.4    11.2    14.9    16.5    16.4    18.1
Diaphragm : M       3.1     2.3     1.5     0.7     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.2     1.7     1.1     0.5     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     110.8    96.1    71.8    37.6    19.6    20.6     0.0
DC(Max)     V       1.9     3.8     5.7     7.6     8.4     8.4     9.3
DL-Comp   : M      79.7    69.2    51.7    27.1    14.1    14.8     0.0
DC(Min)     V       1.4     2.7     4.1     5.5     6.1     6.0     6.7
DL-Comp   : M      73.3    63.7    47.5    24.9    13.0    13.6     0.0
DW(Max)     V       1.3     2.5     3.8     5.0     5.6     5.6     6.1
DL-Comp   : M      31.8    27.6    20.6    10.8     5.6     5.9     0.0
DW(Min)     V       0.5     1.1     1.6     2.2     2.4     2.4     2.7
LL + I    : M+   1475.6  1303.7  1007.2   542.1   285.2   299.2     0.0
            V      72.2    97.7   120.3   142.8   153.8   153.2   164.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    79.5    99.9   120.9   142.8   153.8   153.2   164.6
            M    1318.7  1229.4   969.4   542.1   289.0   303.1     0.0
Total     : M+   2294.6  2014.2  1537.3   820.1   430.0   451.3     0.0
            V      86.3   125.8   162.4   198.9   216.0   215.2   232.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    93.6   128.1   163.1   198.9   216.0   215.2   232.9
            M    2137.7  1939.9  1499.6   820.1   433.8   455.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               22.5             22.5
Deck+Haunch            25.2             25.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.1              5.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           46.3             46.3
DL-Comp.(DW)           30.6             30.6
Live                  130.5            130.5
        Truck         102.5            102.5
        Lane           28.0             28.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    40.1    38.2    73.3   139.8   187.2   215.7   225.2
(Max)       V      18.0    16.3    16.4    14.8    11.1     7.4     3.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     9.1     8.6    16.6    31.6    42.4    48.8    51.0
DC(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    44.8    42.7    81.9   156.1   209.1   240.9   251.5
Haunch (Max)V      20.1    18.2    18.3    16.5    12.4     8.3     4.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     0.6     1.2     1.8     2.5     3.1
(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    16.5    15.7    30.1    57.4    76.9    88.6    92.5
DC(Max)     V       7.4     6.7     6.7     6.1     4.6     3.0     1.5     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     9.1     8.7    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     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   155.2   148.0   277.4   494.7   616.4   696.1   714.9
            V      92.3    84.7    85.1    77.8    64.5    51.3    43.9    35.8
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    92.3    84.7    85.1    77.8    64.5    51.9    43.9    35.8
            M       0.0   155.2   148.0   277.4   494.7   611.1   696.1   714.9
Total     : M+      0.0   275.0   262.2   496.4   912.4  1176.3  1341.5  1389.2
            V     146.1   133.5   134.1   122.0    97.7    73.5    55.0    35.9
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   146.1   133.5   134.1   122.0    97.7    74.1    55.0    35.9
            M       0.0   275.0   262.2   496.4   912.4  1171.0  1341.5  1389.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.78   47.67   50.00
Self wt.  : M     215.7   187.2   139.8    73.3    38.2    40.1     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.4    16.3    18.0
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      48.8    42.4    31.6    16.6     8.6     9.1     0.0
DC(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     240.9   209.1   156.1    81.9    42.7    44.8     0.0
Haunch (Max)V       4.1     8.3    12.4    16.5    18.3    18.2    20.1
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       2.5     1.8     1.2     0.6     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      88.6    76.9    57.4    30.1    15.7    16.5     0.0
DC(Max)     V       1.5     3.0     4.6     6.1     6.7     6.7     7.4
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      48.9    42.4    31.7    16.6     8.7     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
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+    696.1   616.4   494.7   277.4   148.0   155.2     0.0
            V      43.9    51.3    64.5    77.8    85.1    84.7    92.3
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    43.9    51.9    64.5    77.8    85.1    84.7    92.3
            M     696.1   611.1   494.7   277.4   148.0   155.2     0.0
Total     : M+   1341.5  1176.3   912.4   496.4   262.2   275.0     0.0
            V      55.0    73.5    97.7   122.0   134.1   133.5   146.1
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    55.0    74.1    97.7   122.0   134.1   133.5   146.1
            M    1341.5  1171.0   912.4   496.4   262.2   275.0     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.13   10.27   15.40   20.53   25.67   17.97
 
Beam-Self
Precast-top    0.084   0.138   0.245   0.321   0.367   0.383   0.348 
Bottom        -0.070  -0.114  -0.203  -0.266  -0.304  -0.317  -0.289 
 
Prestress
Precast-top   -0.447  -0.447  -0.447  -0.447  -0.447  -0.447  -0.447 
Bottom         1.692   1.692   1.692   1.692   1.692   1.692   1.692 
 
Total
Precast-top   -0.363  -0.309  -0.202  -0.125  -0.079  -0.064  -0.099 
Bottom         1.623   1.578   1.490   1.426   1.388   1.375   1.404 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.21 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
 
Prestress
Precast-top   -0.092  -0.401  -0.386  -0.401  -0.401  -0.401  -0.401  -0.401
Bottom         0.348   1.520   1.463   1.520   1.520   1.520   1.520   1.520
 
Self wt.
Precast-top   -0.000   0.065   0.062   0.118   0.225   0.302   0.348   0.363
Bottom        -0.000  -0.054  -0.051  -0.098  -0.187  -0.250  -0.288  -0.301
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.014   0.027   0.051   0.068   0.079   0.082
Bottom        -0.000  -0.012  -0.012  -0.022  -0.042  -0.057  -0.065  -0.068
 
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  -0.002  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.072   0.069   0.132   0.252   0.337   0.388   0.405
Bottom        -0.000  -0.060  -0.057  -0.109  -0.209  -0.279  -0.322  -0.336
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.007   0.013   0.024   0.032   0.037   0.039
Precast-top   -0.000   0.004   0.004   0.007   0.014   0.019   0.022   0.023
Bottom        -0.000  -0.014  -0.014  -0.026  -0.050  -0.067  -0.077  -0.080
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.004   0.007   0.013   0.018   0.021   0.022
Precast-top   -0.000   0.002   0.002   0.004   0.008   0.011   0.012   0.013
Bottom        -0.000  -0.008  -0.008  -0.014  -0.027  -0.037  -0.042  -0.044
 
LL+I(+)
Topping-top   -0.000   0.072   0.069   0.131   0.243   0.314   0.355   0.361
Precast-top   -0.000   0.043   0.041   0.077   0.143   0.185   0.210   0.213
Bottom        -0.000  -0.148  -0.142  -0.269  -0.500  -0.647  -0.732  -0.744
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.083   0.079   0.150   0.280   0.364   0.413   0.422 
Precast-top   -0.092  -0.200  -0.195  -0.035   0.294   0.524   0.662   0.704 
Bottom         0.348   1.223   1.180   0.980   0.504   0.181  -0.010  -0.058 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.011   0.010   0.020   0.038   0.050   0.058   0.061 
Precast-top   -0.092  -0.243  -0.235  -0.112   0.151   0.339   0.452   0.490 
Bottom         0.348   1.371   1.322   1.249   1.003   0.827   0.722   0.686 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.13   10.27   15.40   20.53   25.67   17.97
 
Beam-Self
Precast-top    0.084   0.138   0.245   0.321   0.367   0.383   0.348 
Bottom        -0.070  -0.114  -0.203  -0.266  -0.304  -0.317  -0.289 
 
Prestress
Precast-top   -0.447  -0.447  -0.447  -0.447  -0.447  -0.447  -0.447 
Bottom         1.692   1.692   1.692   1.692   1.692   1.692   1.692 
 
Total
Precast-top   -0.363  -0.309  -0.202  -0.125  -0.079  -0.064  -0.099 
Bottom         1.623   1.578   1.490   1.426   1.388   1.375   1.404 
 
As_top  , in2  1.417   1.135   0.595   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.21 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
 
Prestress
Precast-top   -0.092  -0.401  -0.386  -0.401  -0.401  -0.401  -0.401  -0.401
Bottom         0.348   1.520   1.463   1.520   1.520   1.520   1.520   1.520
 
Self wt.
Precast-top   -0.000   0.065   0.062   0.118   0.225   0.302   0.348   0.363
Bottom        -0.000  -0.054  -0.051  -0.098  -0.187  -0.250  -0.288  -0.301
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.014   0.027   0.051   0.068   0.079   0.082
Bottom        -0.000  -0.012  -0.012  -0.022  -0.042  -0.057  -0.065  -0.068
 
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  -0.002  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.072   0.069   0.132   0.252   0.337   0.388   0.405
Bottom        -0.000  -0.060  -0.057  -0.109  -0.209  -0.279  -0.322  -0.336
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.007   0.013   0.024   0.032   0.037   0.039
Precast-top   -0.000   0.004   0.004   0.007   0.014   0.019   0.022   0.023
Bottom        -0.000  -0.014  -0.014  -0.026  -0.050  -0.067  -0.077  -0.080
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.004   0.007   0.013   0.018   0.021   0.022
Precast-top   -0.000   0.002   0.002   0.004   0.008   0.011   0.012   0.013
Bottom        -0.000  -0.008  -0.008  -0.014  -0.027  -0.037  -0.042  -0.044
 
LL+I(+)
Topping-top   -0.000   0.058   0.055   0.104   0.194   0.251   0.284   0.289
Precast-top   -0.000   0.034   0.032   0.062   0.115   0.148   0.168   0.171
Bottom        -0.000  -0.119  -0.113  -0.215  -0.400  -0.517  -0.586  -0.595
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.068   0.065   0.124   0.232   0.302   0.342   0.350 
Precast-top   -0.092  -0.209  -0.203  -0.050   0.266   0.487   0.620   0.661 
Bottom         0.348   1.253   1.209   1.034   0.604   0.310   0.136   0.091 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
F_LL+I(+)
Topping-top   -0.000   0.065   0.062   0.117   0.208   0.260   0.293   0.301
Precast-top   -0.000   0.039   0.037   0.069   0.123   0.153   0.173   0.178
Bottom        -0.000  -0.135  -0.129  -0.241  -0.429  -0.535  -0.604  -0.621
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.071   0.068   0.127   0.227   0.285   0.322   0.332 
Precast-top   -0.046  -0.083  -0.081   0.013   0.199   0.323   0.399   0.423 
Bottom         0.174   0.551   0.532   0.384   0.072  -0.121  -0.243  -0.278 
 

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
    232.9    6.5   49.9    0.382   0.0   6.00e-3 50.0    238.8     1.144    2.347      0.10
      0.0    0.3   49.8     41.9 0.160      20.0 0.87    12.00     0.092    1.562 
Transfer:   3.00
    215.2    6.5   49.9    1.721   0.0   2.14e-3 36.5    197.4     0.593    1.760      0.00
    455.1    1.4   49.2    189.0 0.149      41.7 1.84    12.00     0.092    1.673 
Critical:   4.76
    201.7    6.5   49.9    1.896   0.0   0.83e-3 31.9    157.4     0.399    1.320      0.00
    757.6    1.5   49.2    189.0 0.140      66.7 2.96    12.00     0.092    1.782 
0.1L    :   5.13
    198.9    6.5   49.9    1.932   0.0   0.62e-3 31.2    147.0     0.362    1.320      0.00
    820.1    1.6   49.1    189.0 0.138      74.1 3.28    12.00     0.092    1.806 
0.2L    :  10.27
    163.1    6.5   49.9    2.441   0.0   1.00e-3 32.5    119.5     0.311    0.620      0.00
   1499.6    2.0   48.9    189.0 0.114      61.7 2.74    24.00     0.092    1.655 
0.3L    :  15.40
    128.1    6.5   49.9    2.604   0.0   1.51e-3 34.3     91.8     0.256    0.413      0.00
   1939.9    2.1   48.9    189.0 0.090      50.5 2.25    24.00     0.092    1.396 
0.4L    :  20.53
     93.6    6.5   49.9    2.604   0.0   1.70e-3 35.0     56.7     0.162    0.413      0.00
   2137.7    2.1   48.9    189.0 0.066      47.3 2.11    24.00     0.092    1.843 
0.5L    :  25.67
     60.9    6.5   49.9    2.604   0.0   1.22e-3 33.3     11.3     0.092    0.413      0.00
   2123.6    2.1   48.9    189.0 0.043      56.4 2.51    24.00     0.092    3.110 
0.6L    :  30.80
     93.6    6.5   49.9    2.604   0.0   1.70e-3 35.0     56.7     0.162    0.413      0.00
   2137.7    2.1   48.9    189.0 0.066      47.3 2.11    24.00     0.092    1.843 
0.7L    :  35.93
    128.1    6.5   49.9    2.604   0.0   1.51e-3 34.3     91.8     0.256    0.413      0.00
   1939.9    2.1   48.9    189.0 0.090      50.5 2.25    24.00     0.092    1.396 
0.8L    :  41.06
    163.1    6.5   49.9    2.441   0.0   1.00e-3 32.5    119.5     0.311    0.620      0.00
   1499.6    2.0   48.9    189.0 0.114      61.7 2.74    24.00     0.092    1.655 
0.9L    :  46.20
    198.9    6.5   49.9    1.932   0.0   0.62e-3 31.2    147.0     0.362    1.320      0.00
    820.1    1.6   49.1    189.0 0.138      74.1 3.28    12.00     0.092    1.806 
Critical:  46.57
    201.7    6.5   49.9    1.896   0.0   0.83e-3 31.9    157.4     0.399    1.320      0.00
    757.6    1.5   49.2    189.0 0.140      66.7 2.96    12.00     0.092    1.782 
Transfer:  48.33
    215.2    6.5   49.9    1.721   0.0   2.14e-3 36.5    197.4     0.593    1.760      0.00
    455.1    1.4   49.2    189.0 0.149      41.7 1.84    12.00     0.092    1.673 
Bearing :  50.67
    232.9    6.5   49.9    0.382   0.0   6.00e-3 50.0    238.8     1.144    2.347      0.10
      0.0    0.3   49.8     41.9 0.160      20.0 0.87    12.00     0.092    1.562 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.02
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 1
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    232.9      5.20     49.92    0.31       49.76    24.00      0.300      0.984      0.000      0.000*
Transfer:      2.33
    215.2      4.86     49.92    1.39       49.22    24.00      0.300      0.869      0.000      1.760 
Critical:      4.10
    201.8      4.56     49.92    1.53       49.15    24.00      0.300      0.770      0.000      1.320 
0.1L    :      4.47
    198.9      4.50     49.92    1.56       49.14    24.00      0.300      0.749      0.000      1.320 
0.2L    :      9.60
    163.1      3.70     49.92    1.96       48.94    24.00      0.300      0.484      0.000      0.620 
0.3L    :     14.73
    128.1      2.91     49.92    2.09       48.87    24.00      0.300      0.221      0.000      0.413 
0.4L    :     19.87
     93.6      2.13     49.92    2.09       48.87    24.00      0.300      0.000      0.000      0.413 
0.5L    :     25.00
     60.9      1.38     49.92    2.09       48.87    24.00      0.300      0.000      0.000      0.413 
0.6L    :     30.13
     93.6      2.13     49.92    2.09       48.87    24.00      0.300      0.000      0.000      0.413 
0.7L    :     35.27
    128.1      2.91     49.92    2.09       48.87    24.00      0.300      0.221      0.000      0.413 
0.8L    :     40.40
    163.1      3.70     49.92    1.96       48.94    24.00      0.300      0.484      0.000      0.620 
0.9L    :     45.53
    198.9      4.50     49.92    1.56       49.14    24.00      0.300      0.749      0.000      1.320 
Critical:     45.90
    201.8      4.56     49.92    1.53       49.15    24.00      0.300      0.770      0.000      1.320 
Transfer:     47.67
    215.2      4.86     49.92    1.39       49.22    24.00      0.300      0.869      0.000      1.760 
Bearing :     50.00
    232.9      5.20     49.92    0.31       49.76    24.00      0.300      0.984      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.47 ft
Prestress      :       0.181  1.80      0.325  2.20      0.397
Self Wt.       :      -0.043  1.85     -0.080  2.40     -0.104
Deck + Haunch  :                       -0.038  2.30     -0.087
DL-Prec. (DC)  :                       -0.008  3.00     -0.023
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.016
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 9.60 ft
Prestress      :       0.323  1.80      0.581  2.20      0.711
Self Wt.       :      -0.082  1.85     -0.152  2.40     -0.197
Deck + Haunch  :                       -0.077  2.30     -0.177
DL-Prec. (DC)  :                       -0.016  3.00     -0.047
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.032
DL-Comp. (DW)  :                       -0.006  3.00     -0.018
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 14.73 ft
Prestress      :       0.425  1.80      0.764  2.20      0.934
Self Wt.       :      -0.113  1.85     -0.208  2.40     -0.270
Deck + Haunch  :                       -0.108  2.30     -0.249
DL-Prec. (DC)  :                       -0.022  3.00     -0.066
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.015  3.00     -0.045
DL-Comp. (DW)  :                       -0.008  3.00     -0.025
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 19.87 ft
Prestress      :       0.486  1.80      0.874  2.20      1.068
Self Wt.       :      -0.132  1.85     -0.244  2.40     -0.317
Deck + Haunch  :                       -0.128  2.30     -0.294
DL-Prec. (DC)  :                       -0.026  3.00     -0.078
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.018  3.00     -0.053
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 25.00 ft
Prestress      :       0.506  1.80      0.911  2.20      1.113
Self Wt.       :      -0.139  1.85     -0.256  2.40     -0.333
Deck + Haunch  :                       -0.135  2.30     -0.309
DL-Prec. (DC)  :                       -0.027  3.00     -0.082
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.019  3.00     -0.056
DL-Comp. (DW)  :                       -0.010  3.00     -0.031
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 30.13 ft
Prestress      :       0.486  1.80      0.874  2.20      1.068
Self Wt.       :      -0.132  1.85     -0.244  2.40     -0.317
Deck + Haunch  :                       -0.128  2.30     -0.294
DL-Prec. (DC)  :                       -0.026  3.00     -0.078
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.018  3.00     -0.053
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 35.27 ft
Prestress      :       0.425  1.80      0.764  2.20      0.934
Self Wt.       :      -0.113  1.85     -0.208  2.40     -0.270
Deck + Haunch  :                       -0.108  2.30     -0.249
DL-Prec. (DC)  :                       -0.022  3.00     -0.066
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.015  3.00     -0.045
DL-Comp. (DW)  :                       -0.008  3.00     -0.025
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 40.40 ft
Prestress      :       0.323  1.80      0.581  2.20      0.711
Self Wt.       :      -0.082  1.85     -0.152  2.40     -0.197
Deck + Haunch  :                       -0.077  2.30     -0.177
DL-Prec. (DC)  :                       -0.016  3.00     -0.047
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.032
DL-Comp. (DW)  :                       -0.006  3.00     -0.018
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 45.53 ft
Prestress      :       0.181  1.80      0.325  2.20      0.397
Self Wt.       :      -0.043  1.85     -0.080  2.40     -0.104
Deck + Haunch  :                       -0.038  2.30     -0.087
DL-Prec. (DC)  :                       -0.008  3.00     -0.023
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.016
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 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
   451.3    49.9  1.721  267.5    1.6   1.39   1888.8  0.091T 1.00       -       -     -     -  
H/2     :   2.22
   430.0    49.9  1.655  267.6    1.6   1.34   1817.2  0.095T 1.00       -       -     -     -  
0.1L    :   4.47
   820.1    49.9  1.932  267.2    1.8   1.56   2114.5  0.081T 1.00       -       -     -     -  
0.2L    :   9.60
  1537.3    49.9  2.441  266.5    2.3   1.96   2652.4  0.064T 1.00       -       -     -     -  
0.3L    :  14.73
  2014.2    49.9  2.604  266.3    2.5   2.09   2823.8  0.059T 1.00   2677.5  2677.5    1.05    -  
0.4L    :  19.87
  2294.6    49.9  2.604  266.3    2.5   2.09   2823.8  0.059T 1.00   2641.2  2641.2    1.07    -  
0.5L    :  25.00
  2355.7    49.9  2.604  266.3    2.5   2.09   2823.8  0.059T 1.00   2628.8  2628.8    1.07    -  
0.6L    :  30.13
  2294.6    49.9  2.604  266.3    2.5   2.09   2823.8  0.059T 1.00   2641.2  2641.2    1.07    -  
0.7L    :  35.27
  2014.2    49.9  2.604  266.3    2.5   2.09   2823.8  0.059T 1.00   2677.5  2677.5    1.05    -  
0.8L    :  40.40
  1537.3    49.9  2.441  266.5    2.3   1.96   2652.4  0.064T 1.00       -       -     -     -  
0.9L    :  45.53
   820.1    49.9  1.932  267.2    1.8   1.56   2114.5  0.081T 1.00       -       -     -     -  
H/2     :  47.78
   430.0    49.9  1.655  267.6    1.6   1.34   1817.2  0.095T 1.00       -       -     -     -  
Transfer:  47.67
   451.3    49.9  1.721  267.5    1.6   1.39   1888.8  0.091T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 1; Groups 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.005
        M   2.00 Fb     0.225
 
  2   2 E   6.00 Ft    -0.049
        M   6.00 Fb     0.482
 
  3   2 E   6.00 Ft    -0.093
        M   6.00 Fb     0.738
 
  4   2 E   2.00 Ft    -0.183
        M   2.00 Fb     1.033
 
  5   2 E   2.00 Ft    -0.273
        M   2.00 Fb     1.328
 
  6   2 E   2.00 Ft    -0.362
        M   2.00 Fb     1.623
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 51.33            Release Length, ft: 51.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.00 %               Final losses: 11.07 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.623     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.363       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)                  2823.82     2355.68     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   0.422     Midspan    1.800   0.061     Midspan
    Pre.Top:   3.000   0.704     Midspan    2.250   0.490     Midspan
    Pre.Bot:   3.000   1.223    Transfer    2.250   1.371    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.209    Transfer
    Pre.Bot:  -0.425   0.091     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.423     Midspan
    Pre.Bot:                                                             2.000   0.551    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  25.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.506  1.80      0.911  2.20      1.113
Self Wt.       :      -0.139  1.85     -0.256  2.40     -0.333
Deck + Haunch  :                       -0.135  2.30     -0.309
DL-Prec. (DC)  :                       -0.027  3.00     -0.082
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.019  3.00     -0.056
DL-Comp. (DW)  :                       -0.010  3.00     -0.031
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
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   50.00
     DC  Line       0.087      0.00       0.087   50.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    25.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 51.330 ft
Release length = 51.330 ft
Design  length = 50.000 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)  : 0.855   (Calculated)    
Live Moment (1  lane  loaded)  : 0.626   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.144   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.915   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 2
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        691.8 in2           1506.8 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           488335 in4#
Ht. of c.g.           =        20.74 in             36.18 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9290

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     4.47     9.60    14.73    19.87    25.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    694.9    705.9    705.4    705.9    705.9    705.9    705.9    705.9
  Yb      ,  in    20.66    20.39    20.40    20.39    20.39    20.39    20.39    20.39
  MI(Ixx) , in4   179916   183166   183007   183166   183166   183166   183166   183166
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1509.8   1520.3   1519.8   1520.3   1520.3   1520.3   1520.3   1520.3
  Yb      ,  in    36.12    35.89    35.90    35.89    35.89    35.89    35.89    35.89
  MI(Ixx) , in4   491572   502835   502278   502835   502835   502835   502835   502835

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.19 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.33 in):
     8 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.953 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.941 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.100 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)       
-------------------------------------------------------------------------------------
       615.960         740 455.810      9.133 36989.762   552.168     324.916        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       4.50       0.1250      2.0000     No
      2      US#6[M19]       60.00        0.88       6.00       2.0000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      7.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.4167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      11.4167     15.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      15.1667     36.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      36.1634     39.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00      39.9134     43.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00      43.9134     46.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      46.1634     46.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      46.8301     49.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      49.3301     51.2051     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 51.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg =  3.33 in
         P_init    =      510.4 kips  Ecc = 17.41 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     7.84 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.221 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.29 ksi    0.00 ksi
    due to Composite Loads                                 -0.69 ksi    0.00 ksi
    due to Live Loads                                      -3.38 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                         6.71 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  7.84 ksi  ( 4.00 %)            13.66 ksi ( 6.97 %)
Total Prestress Losses                                    21.50 ksi (10.97 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    40.1    38.2    73.3   139.8   187.2   215.7   225.2
(Max)       V      18.0    16.3    16.4    14.8    11.1     7.4     3.7     0.0
DL-Prec.  : M       0.0     6.8     6.5    12.4    23.6    31.6    36.4    38.0
DC(Max)     V       3.0     2.8     2.8     2.5     1.9     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    50.9    48.4    93.0   177.2   237.4   273.5   285.6
Haunch (Max)V      22.8    20.7    20.8    18.8    14.1     9.4     4.7     0.0
Diaphragm : M       0.0     0.6     0.6     1.1     2.4     3.7     5.0     6.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    16.5    15.7    30.1    57.4    76.9    88.6    92.5
DC(Max)     V       7.4     6.7     6.7     6.1     4.6     3.0     1.5     0.0
DL-Comp   : M       0.0     9.1     8.7    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
LL + I    : M+      0.0   174.7   166.5   316.5   588.1   761.2   861.6   875.8
            V     107.4   100.0   100.4    93.2    78.5    63.8    47.1    32.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   107.4   100.0   100.4    93.2    78.9    65.2    51.9    39.6
            M      -0.0   177.0   168.7   316.5   566.0   717.8   770.0   740.3
Total     : M+      0.0   298.6   284.5   543.0  1020.2  1340.5  1529.7  1574.4
            V     163.1   150.5   151.1   138.9   112.9    86.8    58.7    32.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   163.1   150.5   151.1   138.9   113.3    88.2    63.5    39.9
            M      -0.0   300.8   286.7   543.0   998.1  1297.1  1438.1  1438.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.78   47.67   50.00
Self wt.  : M     215.7   187.2   139.8    73.3    38.2    40.1     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.4    16.3    18.0
DL-Prec.  : M      36.4    31.6    23.6    12.4     6.5     6.8     0.0
DC(Max)     V       0.6     1.2     1.9     2.5     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     273.5   237.4   177.2    93.0    48.4    50.9     0.0
Haunch (Max)V       4.7     9.4    14.1    18.8    20.8    20.7    22.8
Diaphragm : M       5.0     3.7     2.4     1.1     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      88.6    76.9    57.4    30.1    15.7    16.5     0.0
DC(Max)     V       1.5     3.0     4.6     6.1     6.7     6.7     7.4
DL-Comp   : M      48.9    42.4    31.7    16.6     8.7     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
LL + I    : M+    861.6   761.2   588.1   316.5   166.5   174.7     0.0
            V      47.1    63.8    78.5    93.2   100.4   100.0   107.4
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    51.9    65.2    78.9    93.2   100.4   100.0   107.4
            M     770.0   717.8   566.0   316.5   168.7   177.0     0.0
Total     : M+   1529.7  1340.5  1020.2   543.0   284.5   298.6     0.0
            V      58.7    86.8   112.9   138.9   151.1   150.5   163.1
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    63.5    88.2   113.3   138.9   151.1   150.5   163.1
            M    1438.1  1297.1   998.1   543.0   286.7   300.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               18.0             18.0
Deck+Haunch            22.8             22.8
Diaphragm               0.2              0.3
DL-Prec.(DC)            3.0              3.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.0             37.0
DL-Comp.(DW)           20.4             20.4
Live                   74.6             74.6
        Truck          58.6             58.6
        Lane           16.0             16.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    40.1    38.2    73.3   139.8   187.2   215.7   225.2
(Max)       V      18.0    16.3    16.4    14.8    11.1     7.4     3.7     0.0
DL-Prec.  : M       0.0     6.8     6.5    12.4    23.6    31.6    36.4    38.0
DC(Max)     V       3.0     2.8     2.8     2.5     1.9     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    50.9    48.4    93.0   177.2   237.4   273.5   285.6
Haunch (Max)V      22.8    20.7    20.8    18.8    14.1     9.4     4.7     0.0
Diaphragm : M       0.0     0.6     0.6     1.1     2.4     3.7     5.0     6.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    16.5    15.7    30.1    57.4    76.9    88.6    92.5
DC(Max)     V       7.4     6.7     6.7     6.1     4.6     3.0     1.5     0.0
DL-Comp   : M       0.0     9.1     8.7    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
LL + I    : M+      0.0   139.8   133.2   253.2   470.5   609.0   689.2   700.6
            V      85.9    80.0    80.3    74.6    62.8    51.0    37.7    25.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    85.9    80.0    80.3    74.6    63.1    52.2    41.5    31.7
            M      -0.0   141.6   135.0   253.2   452.8   574.3   616.0   592.2
Total     : M+      0.0   263.7   251.2   479.7   902.5  1188.3  1357.4  1399.2
            V     141.6   130.5   131.0   120.3    97.2    74.0    49.3    26.2
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   141.6   130.5   131.0   120.3    97.5    75.2    53.1    32.0
            M      -0.0   265.4   253.0   479.7   884.9  1153.5  1284.1  1290.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.78   47.67   50.00
Self wt.  : M     215.7   187.2   139.8    73.3    38.2    40.1     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.4    16.3    18.0
DL-Prec.  : M      36.4    31.6    23.6    12.4     6.5     6.8     0.0
DC(Max)     V       0.6     1.2     1.9     2.5     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     273.5   237.4   177.2    93.0    48.4    50.9     0.0
Haunch (Max)V       4.7     9.4    14.1    18.8    20.8    20.7    22.8
Diaphragm : M       5.0     3.7     2.4     1.1     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      88.6    76.9    57.4    30.1    15.7    16.5     0.0
DC(Max)     V       1.5     3.0     4.6     6.1     6.7     6.7     7.4
DL-Comp   : M      48.9    42.4    31.7    16.6     8.7     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
LL + I    : M+    689.2   609.0   470.5   253.2   133.2   139.8     0.0
            V      37.7    51.0    62.8    74.6    80.3    80.0    85.9
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    41.5    52.2    63.1    74.6    80.3    80.0    85.9
            M     616.0   574.3   452.8   253.2   135.0   141.6     0.0
Total     : M+   1357.4  1188.3   902.5   479.7   251.2   263.7     0.0
            V      49.3    74.0    97.2   120.3   131.0   130.5   141.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    53.1    75.2    97.5   120.3   131.0   130.5   141.6
            M    1284.1  1153.5   884.9   479.7   253.0   265.4     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    50.1    47.7    91.6   174.7   234.0   269.6   281.5
(Max)       V      22.5    20.4    20.5    18.5    13.9     9.2     4.6     0.0
Self wt.  : M       0.0    36.1    34.4    66.0   125.8   168.5   194.1   202.7
(Min)       V      16.2    14.7    14.8    13.3    10.0     6.7     3.3     0.0
DL-Prec.  : M       0.0     8.5     8.1    15.5    29.5    39.5    45.5    47.5
DC(Max)     V       3.8     3.4     3.5     3.1     2.3     1.6     0.8     0.0
DL-Prec.  : M       0.0     6.1     5.8    11.1    21.2    28.5    32.8    34.2
DC(Min)     V       2.7     2.5     2.5     2.2     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    63.6    60.5   116.2   221.5   296.8   341.9   357.0
Haunch (Max)V      28.6    25.9    26.0    23.5    17.6    11.7     5.9     0.0
Deck +    : M       0.0    45.8    43.6    83.7   159.5   213.7   246.2   257.0
Haunch (Min)V      20.6    18.6    18.7    16.9    12.7     8.4     4.2     0.0
Diaphragm : M       0.0     0.7     0.7     1.4     3.0     4.6     6.2     7.8
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     1.0     2.2     3.3     4.5     5.6
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    20.6    19.6    37.6    71.8    96.1   110.8   115.6
DC(Max)     V       9.3     8.4     8.4     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    14.8    14.1    27.1    51.7    69.2    79.7    83.2
DC(Min)     V       6.7     6.0     6.1     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0    13.6    13.0    24.9    47.5    63.7    73.3    76.6
DW(Max)     V       6.1     5.6     5.6     5.0     3.8     2.5     1.3     0.0
DL-Comp   : M       0.0     5.9     5.6    10.8    20.6    27.6    31.8    33.2
DW(Min)     V       2.7     2.4     2.4     2.2     1.6     1.1     0.5     0.0
LL + I    : M+      0.0   305.8   291.4   553.9  1029.2  1332.1  1507.7  1532.7
            V     188.0   175.0   175.6   163.1   137.3   111.6    82.4    56.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   188.0   175.0   175.6   163.1   138.1   114.1    90.8    69.4
            M      -0.0   309.7   295.3   553.9   990.6  1256.2  1347.4  1295.5
Total     : M+      0.0   462.9   441.0   841.2  1577.2  2066.8  2355.1  2418.6
            V     258.6   239.0   240.0   221.1   180.9   140.8    97.2    57.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   258.6   239.0   240.0   221.1   181.7   143.3   105.5    69.7
            M      -0.0   466.8   444.9   841.2  1538.6  1990.9  2194.8  2181.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.78   47.67   50.00
Self wt.  : M     269.6   234.0   174.7    91.6    47.7    50.1     0.0
(Max)       V       4.6     9.2    13.9    18.5    20.5    20.4    22.5
Self wt.  : M     194.1   168.5   125.8    66.0    34.4    36.1     0.0
(Min)       V       3.3     6.7    10.0    13.3    14.8    14.7    16.2
DL-Prec.  : M      45.5    39.5    29.5    15.5     8.1     8.5     0.0
DC(Max)     V       0.8     1.6     2.3     3.1     3.5     3.4     3.8
DL-Prec.  : M      32.8    28.5    21.2    11.1     5.8     6.1     0.0
DC(Min)     V       0.6     1.1     1.7     2.2     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
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     341.9   296.8   221.5   116.2    60.5    63.6     0.0
Haunch (Max)V       5.9    11.7    17.6    23.5    26.0    25.9    28.6
Deck +    : M     246.2   213.7   159.5    83.7    43.6    45.8     0.0
Haunch (Min)V       4.2     8.4    12.7    16.9    18.7    18.6    20.6
Diaphragm : M       6.2     4.6     3.0     1.4     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       4.5     3.3     2.2     1.0     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     110.8    96.1    71.8    37.6    19.6    20.6     0.0
DC(Max)     V       1.9     3.8     5.7     7.6     8.4     8.4     9.3
DL-Comp   : M      79.7    69.2    51.7    27.1    14.1    14.8     0.0
DC(Min)     V       1.4     2.7     4.1     5.5     6.1     6.0     6.7
DL-Comp   : M      73.3    63.7    47.5    24.9    13.0    13.6     0.0
DW(Max)     V       1.3     2.5     3.8     5.0     5.6     5.6     6.1
DL-Comp   : M      31.8    27.6    20.6    10.8     5.6     5.9     0.0
DW(Min)     V       0.5     1.1     1.6     2.2     2.4     2.4     2.7
LL + I    : M+   1507.7  1332.1  1029.2   553.9   291.4   305.8     0.0
            V      82.4   111.6   137.3   163.1   175.6   175.0   188.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    90.8   114.1   138.1   163.1   175.6   175.0   188.0
            M    1347.4  1256.2   990.6   553.9   295.3   309.7     0.0
Total     : M+   2355.1  2066.8  1577.2   841.2   441.0   462.9     0.0
            V      97.2   140.8   180.9   221.1   240.0   239.0   258.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   105.5   143.3   181.7   221.1   240.0   239.0   258.6
            M    2194.8  1990.9  1538.6   841.2   444.9   466.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               22.5             22.5
Deck+Haunch            28.6             28.6
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.8              3.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           46.3             46.3
DL-Comp.(DW)           30.6             30.6
Live                  130.5            130.5
        Truck         102.5            102.5
        Lane           28.0             28.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    40.1    38.2    73.3   139.8   187.2   215.7   225.2
(Max)       V      18.0    16.3    16.4    14.8    11.1     7.4     3.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.8     6.5    12.4    23.6    31.6    36.4    38.0
DC(Max)     V       3.0     2.8     2.8     2.5     1.9     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    50.9    48.4    93.0   177.2   237.4   273.5   285.6
Haunch (Max)V      22.8    20.7    20.8    18.8    14.1     9.4     4.7     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     0.6     0.6     1.1     2.4     3.7     5.0     6.2
(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    16.5    15.7    30.1    57.4    76.9    88.6    92.5
DC(Max)     V       7.4     6.7     6.7     6.1     4.6     3.0     1.5     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     9.1     8.7    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     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   121.4   115.8   217.0   387.0   482.2   544.5   559.2
            V      84.3    77.4    77.7    71.0    59.0    46.9    40.1    32.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    84.3    77.4    77.7    71.0    59.0    47.5    40.1    32.7
            M       0.0   121.4   115.8   217.0   387.0   478.1   544.5   559.2
Total     : M+      0.0   245.3   233.8   443.5   819.0  1061.5  1212.6  1257.8
            V     139.9   127.8   128.4   116.8    93.3    69.9    51.7    33.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   139.9   127.8   128.4   116.8    93.3    70.5    51.7    33.0
            M       0.0   245.3   233.8   443.5   819.0  1057.3  1212.6  1257.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.78   47.67   50.00
Self wt.  : M     215.7   187.2   139.8    73.3    38.2    40.1     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.4    16.3    18.0
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      36.4    31.6    23.6    12.4     6.5     6.8     0.0
DC(Max)     V       0.6     1.2     1.9     2.5     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     273.5   237.4   177.2    93.0    48.4    50.9     0.0
Haunch (Max)V       4.7     9.4    14.1    18.8    20.8    20.7    22.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.0     3.7     2.4     1.1     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      88.6    76.9    57.4    30.1    15.7    16.5     0.0
DC(Max)     V       1.5     3.0     4.6     6.1     6.7     6.7     7.4
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      48.9    42.4    31.7    16.6     8.7     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
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+    544.5   482.2   387.0   217.0   115.8   121.4     0.0
            V      40.1    46.9    59.0    71.0    77.7    77.4    84.3
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    40.1    47.5    59.0    71.0    77.7    77.4    84.3
            M     544.5   478.1   387.0   217.0   115.8   121.4     0.0
Total     : M+   1212.6  1061.5   819.0   443.5   233.8   245.3     0.0
            V      51.7    69.9    93.3   116.8   128.4   127.8   139.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    51.7    70.5    93.3   116.8   128.4   127.8   139.9
            M    1212.6  1057.3   819.0   443.5   233.8   245.3     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.13   10.27   15.40   20.53   25.67   17.97
 
Beam-Self
Precast-top    0.084   0.138   0.245   0.321   0.367   0.383   0.348 
Bottom        -0.070  -0.114  -0.203  -0.266  -0.304  -0.317  -0.289 
 
Prestress
Precast-top   -0.447  -0.447  -0.447  -0.447  -0.447  -0.447  -0.447 
Bottom         1.692   1.692   1.692   1.692   1.692   1.692   1.692 
 
Total
Precast-top   -0.363  -0.309  -0.202  -0.125  -0.079  -0.064  -0.099 
Bottom         1.623   1.578   1.490   1.426   1.388   1.375   1.404 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.21 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.010   0.009   0.018   0.034   0.046   0.053   0.055 
Precast-top   -0.092  -0.237  -0.230  -0.101   0.171   0.366   0.484   0.525 
Bottom         0.348   1.366   1.317   1.239   0.985   0.803   0.693   0.655 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.13   10.27   15.40   20.53   25.67   17.97
 
Beam-Self
Precast-top    0.084   0.138   0.245   0.321   0.367   0.383   0.348 
Bottom        -0.070  -0.114  -0.203  -0.266  -0.304  -0.317  -0.289 
 
Prestress
Precast-top   -0.447  -0.447  -0.447  -0.447  -0.447  -0.447  -0.447 
Bottom         1.692   1.692   1.692   1.692   1.692   1.692   1.692 
 
Total
Precast-top   -0.363  -0.309  -0.202  -0.125  -0.079  -0.064  -0.099 
Bottom         1.623   1.578   1.490   1.426   1.388   1.375   1.404 
 
As_top  , in2  1.417   1.135   0.595   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.21 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.052   0.049   0.093   0.166   0.209   0.236   0.243 
Precast-top   -0.046  -0.092  -0.090  -0.003   0.170   0.288   0.360   0.384 
Bottom         0.174   0.579   0.559   0.434   0.161  -0.012  -0.120  -0.151 
 

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
    258.6    6.5   49.9    0.381   0.0   6.00e-3 50.0    267.3     1.280    2.347      0.30
      0.0    0.3   49.8     41.9 0.178      20.0 0.87    12.00     0.092    1.408 
Transfer:   3.00
    239.0    6.5   49.9    1.718   0.0   3.13e-3 40.0    233.1     0.792    1.760      0.00
    466.8    1.2   49.3    189.0 0.166      32.5 1.43    12.00     0.092    1.509 
Critical:   4.77
    224.1    6.5   49.9    1.894   0.0   1.67e-3 34.9    200.8     0.568    1.320      0.00
    778.3    1.3   49.2    189.0 0.156      48.2 2.13    12.00     0.092    1.607 
0.1L    :   5.13
    221.1    6.5   49.9    1.929   0.0   1.41e-3 33.9    192.9     0.527    1.320      0.00
    841.2    1.4   49.2    189.0 0.154      52.7 2.33    12.00     0.092    1.628 
0.2L    :  10.27
    181.7    6.5   49.9    2.437   0.0   1.40e-3 33.9    149.2     0.409    0.620      0.00
   1538.6    1.7   49.1    189.0 0.127      52.7 2.34    12.00     0.092    1.382 
0.3L    :  15.40
    143.3    6.5   49.9    2.604   0.0   1.87e-3 35.5    114.2     0.333    0.413      0.00
   1990.9    1.8   49.0    189.0 0.100      45.0 2.00    24.00     0.092    1.173 
0.4L    :  20.53
    105.5    6.5   49.9    2.604   0.0   2.03e-3 36.1     74.5     0.222    0.413      0.00
   2194.8    1.8   49.0    189.0 0.074      42.8 1.90    24.00     0.092    1.548 
0.5L    :  25.67
     69.7    6.5   49.9    2.604   0.0   1.51e-3 34.3     26.7     0.092    0.413      0.00
   2181.5    1.8   49.0    189.0 0.049      50.7 2.25    24.00     0.092    2.574 
0.6L    :  30.80
    105.5    6.5   49.9    2.604   0.0   2.03e-3 36.1     74.5     0.222    0.413      0.00
   2194.8    1.8   49.0    189.0 0.074      42.8 1.90    24.00     0.092    1.548 
0.7L    :  35.93
    143.3    6.5   49.9    2.604   0.0   1.87e-3 35.5    114.2     0.333    0.413      0.00
   1990.9    1.8   49.0    189.0 0.100      45.0 2.00    24.00     0.092    1.173 
0.8L    :  41.06
    181.7    6.5   49.9    2.437   0.0   1.40e-3 33.9    149.2     0.409    0.620      0.00
   1538.6    1.7   49.1    189.0 0.127      52.7 2.34    12.00     0.092    1.382 
0.9L    :  46.20
    221.1    6.5   49.9    1.929   0.0   1.41e-3 33.9    192.9     0.527    1.320      0.00
    841.2    1.4   49.2    189.0 0.154      52.7 2.33    12.00     0.092    1.628 
Critical:  46.56
    224.1    6.5   49.9    1.894   0.0   1.67e-3 34.9    200.8     0.568    1.320      0.00
    778.3    1.3   49.2    189.0 0.156      48.2 2.13    12.00     0.092    1.607 
Transfer:  48.33
    239.0    6.5   49.9    1.718   0.0   3.13e-3 40.0    233.1     0.792    1.760      0.00
    466.8    1.2   49.3    189.0 0.166      32.5 1.43    12.00     0.092    1.509 
Bearing :  50.67
    258.6    6.5   49.9    0.381   0.0   6.00e-3 50.0    267.3     1.280    2.347      0.30
      0.0    0.3   49.8     41.9 0.178      20.0 0.87    12.00     0.092    1.408 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.02
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 2
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    258.6      5.77     49.92    0.27       49.78    24.00      0.300      1.174      0.000      0.000*
Transfer:      2.33
    239.0      5.39     49.92    1.22       49.31    24.00      0.300      1.045      0.000      1.760 
Critical:      4.10
    224.2      5.06     49.92    1.34       49.25    24.00      0.300      0.936      0.000      1.320 
0.1L    :      4.47
    221.1      4.99     49.92    1.37       49.23    24.00      0.300      0.913      0.000      1.320 
0.2L    :      9.60
    181.7      4.12     49.92    1.72       49.05    24.00      0.300      0.622      0.000      0.620 
0.3L    :     14.73
    143.3      3.25     49.92    1.84       49.00    24.00      0.300      0.333      0.000      0.413 
0.4L    :     19.87
    105.5      2.39     49.92    1.84       49.00    24.00      0.300      0.048      0.000      0.413 
0.5L    :     25.00
     69.7      1.58     49.92    1.84       49.00    24.00      0.300      0.000      0.000      0.413 
0.6L    :     30.13
    105.5      2.39     49.92    1.84       49.00    24.00      0.300      0.048      0.000      0.413 
0.7L    :     35.27
    143.3      3.25     49.92    1.84       49.00    24.00      0.300      0.333      0.000      0.413 
0.8L    :     40.40
    181.7      4.12     49.92    1.72       49.05    24.00      0.300      0.622      0.000      0.620 
0.9L    :     45.53
    221.1      4.99     49.92    1.37       49.23    24.00      0.300      0.913      0.000      1.320 
Critical:     45.90
    224.2      5.06     49.92    1.34       49.25    24.00      0.300      0.936      0.000      1.320 
Transfer:     47.67
    239.0      5.39     49.92    1.22       49.31    24.00      0.300      1.045      0.000      1.760 
Bearing :     50.00
    258.6      5.77     49.92    0.27       49.78    24.00      0.300      1.174      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.47 ft
Prestress      :       0.181  1.80      0.325  2.20      0.397
Self Wt.       :      -0.043  1.85     -0.080  2.40     -0.104
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          :       0.137            0.245            0.293
 
At 0.2 x L = 9.60 ft
Prestress      :       0.323  1.80      0.581  2.20      0.711
Self Wt.       :      -0.082  1.85     -0.152  2.40     -0.197
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          :       0.241            0.429            0.513
 
At 0.3 x L = 14.73 ft
Prestress      :       0.425  1.80      0.764  2.20      0.934
Self Wt.       :      -0.113  1.85     -0.208  2.40     -0.270
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          :       0.312            0.556            0.664
 
At 0.4 x L = 19.87 ft
Prestress      :       0.486  1.80      0.874  2.20      1.068
Self Wt.       :      -0.132  1.85     -0.244  2.40     -0.317
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          :       0.354            0.630            0.752
 
At 0.5 x L = 25.00 ft
Prestress      :       0.506  1.80      0.911  2.20      1.113
Self Wt.       :      -0.139  1.85     -0.256  2.40     -0.333
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          :       0.367            0.654            0.781
 
At 0.6 x L = 30.13 ft
Prestress      :       0.486  1.80      0.874  2.20      1.068
Self Wt.       :      -0.132  1.85     -0.244  2.40     -0.317
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          :       0.354            0.630            0.752
 
At 0.7 x L = 35.27 ft
Prestress      :       0.425  1.80      0.764  2.20      0.934
Self Wt.       :      -0.113  1.85     -0.208  2.40     -0.270
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          :       0.312            0.556            0.664
 
At 0.8 x L = 40.40 ft
Prestress      :       0.323  1.80      0.581  2.20      0.711
Self Wt.       :      -0.082  1.85     -0.152  2.40     -0.197
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          :       0.241            0.429            0.513
 
At 0.9 x L = 45.53 ft
Prestress      :       0.181  1.80      0.325  2.20      0.397
Self Wt.       :      -0.043  1.85     -0.080  2.40     -0.104
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          :       0.137            0.245            0.293
 

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
   462.9    49.9  1.718  267.8    1.4   1.22   1891.0  0.104T 1.00       -       -     -     -  
H/2     :   2.22
   441.0    49.9  1.652  267.9    1.4   1.17   1819.1  0.108T 1.00       -       -     -     -  
0.1L    :   4.47
   841.2    49.9  1.929  267.6    1.6   1.37   2117.9  0.093T 1.00       -       -     -     -  
0.2L    :   9.60
  1577.2    49.9  2.437  266.9    2.0   1.72   2659.4  0.073T 1.00       -       -     -     -  
0.3L    :  14.73
  2066.8    49.9  2.604  266.7    2.2   1.84   2835.8  0.068T 1.00    745.0   745.0    3.81    -  
0.4L    :  19.87
  2355.1    49.9  2.604  266.7    2.2   1.84   2835.8  0.068T 1.00    705.5   705.5    4.02    -  
0.5L    :  25.00
  2418.6    49.9  2.604  266.7    2.2   1.84   2835.8  0.068T 1.00    691.8   691.8    4.10    -  
0.6L    :  30.13
  2355.1    49.9  2.604  266.7    2.2   1.84   2835.8  0.068T 1.00    705.5   705.5    4.02    -  
0.7L    :  35.27
  2066.8    49.9  2.604  266.7    2.2   1.84   2835.8  0.068T 1.00    745.0   745.0    3.81    -  
0.8L    :  40.40
  1577.2    49.9  2.437  266.9    2.0   1.72   2659.4  0.073T 1.00       -       -     -     -  
0.9L    :  45.53
   841.2    49.9  1.929  267.6    1.6   1.37   2117.9  0.093T 1.00       -       -     -     -  
H/2     :  47.78
   441.0    49.9  1.652  267.9    1.4   1.17   1819.1  0.108T 1.00       -       -     -     -  
Transfer:  47.67
   462.9    49.9  1.718  267.8    1.4   1.22   1891.0  0.104T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 2; Groups 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.005
        M   2.00 Fb     0.225
 
  2   2 E   6.00 Ft    -0.049
        M   6.00 Fb     0.482
 
  3   2 E   6.00 Ft    -0.093
        M   6.00 Fb     0.738
 
  4   2 E   2.00 Ft    -0.183
        M   2.00 Fb     1.033
 
  5   2 E   2.00 Ft    -0.273
        M   2.00 Fb     1.328
 
  6   2 E   2.00 Ft    -0.362
        M   2.00 Fb     1.623
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 51.33            Release Length, ft: 51.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.00 %               Final losses: 10.97 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.623     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.363       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)                  2835.84     2418.65     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   0.055     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.525     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.366    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   0.384     Midspan
    Pre.Bot:                                                             2.000   0.579    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  25.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.506  1.80      0.911  2.20      1.113
Self Wt.       :      -0.139  1.85     -0.256  2.40     -0.333
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          :       0.367            0.654            0.781
 
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   50.00
     DC  Line       0.087      0.00       0.087   50.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    25.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 51.330 ft
Release length = 51.330 ft
Design  length = 50.000 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)  : 0.855   (Calculated)    
Live Moment (1  lane  loaded)  : 0.626   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.144   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.915   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 3
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        691.8 in2           1506.8 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           488335 in4#
Ht. of c.g.           =        20.74 in             36.18 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9290

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     4.47     9.60    14.73    19.87    25.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    694.9    705.9    705.4    705.9    705.9    705.9    705.9    705.9
  Yb      ,  in    20.66    20.39    20.40    20.39    20.39    20.39    20.39    20.39
  MI(Ixx) , in4   179916   183166   183007   183166   183166   183166   183166   183166
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1509.8   1520.3   1519.8   1520.3   1520.3   1520.3   1520.3   1520.3
  Yb      ,  in    36.12    35.89    35.90    35.89    35.89    35.89    35.89    35.89
  MI(Ixx) , in4   491572   502835   502278   502835   502835   502835   502835   502835

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.19 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.33 in):
     8 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.953 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.941 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.100 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)       
-------------------------------------------------------------------------------------
       615.960         740 455.810      9.133 36989.762   552.168     324.916        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       4.50       0.1250      2.0000     No
      2      US#6[M19]       60.00        0.88       6.00       2.0000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      7.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.4167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      11.4167     15.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      15.1667     36.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      36.1634     39.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00      39.9134     43.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00      43.9134     46.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      46.1634     46.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      46.8301     49.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      49.3301     51.2051     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 51.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg =  3.33 in
         P_init    =      510.4 kips  Ecc = 17.41 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     7.84 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.221 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.29 ksi    0.00 ksi
    due to Composite Loads                                 -0.69 ksi    0.00 ksi
    due to Live Loads                                      -3.38 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                         6.71 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  7.84 ksi  ( 4.00 %)            13.66 ksi ( 6.97 %)
Total Prestress Losses                                    21.50 ksi (10.97 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    40.1    38.2    73.3   139.8   187.2   215.7   225.2
(Max)       V      18.0    16.3    16.4    14.8    11.1     7.4     3.7     0.0
DL-Prec.  : M       0.0     6.8     6.5    12.4    23.6    31.6    36.4    38.0
DC(Max)     V       3.0     2.8     2.8     2.5     1.9     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    50.9    48.4    93.0   177.2   237.4   273.5   285.6
Haunch (Max)V      22.8    20.7    20.8    18.8    14.1     9.4     4.7     0.0
Diaphragm : M       0.0     0.6     0.6     1.1     2.4     3.7     5.0     6.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    16.5    15.7    30.1    57.4    76.9    88.6    92.5
DC(Max)     V       7.4     6.7     6.7     6.1     4.6     3.0     1.5     0.0
DL-Comp   : M       0.0     9.1     8.7    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
LL + I    : M+      0.0   174.7   166.5   316.5   588.1   761.2   861.6   875.8
            V     107.4   100.0   100.4    93.2    78.5    63.8    47.1    32.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   107.4   100.0   100.4    93.2    78.9    65.2    51.9    39.6
            M      -0.0   177.0   168.7   316.5   566.0   717.8   770.0   740.3
Total     : M+      0.0   298.6   284.5   543.0  1020.2  1340.5  1529.7  1574.4
            V     163.1   150.5   151.1   138.9   112.9    86.8    58.7    32.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   163.1   150.5   151.1   138.9   113.3    88.2    63.5    39.9
            M      -0.0   300.8   286.7   543.0   998.1  1297.1  1438.1  1438.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.78   47.67   50.00
Self wt.  : M     215.7   187.2   139.8    73.3    38.2    40.1     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.4    16.3    18.0
DL-Prec.  : M      36.4    31.6    23.6    12.4     6.5     6.8     0.0
DC(Max)     V       0.6     1.2     1.9     2.5     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     273.5   237.4   177.2    93.0    48.4    50.9     0.0
Haunch (Max)V       4.7     9.4    14.1    18.8    20.8    20.7    22.8
Diaphragm : M       5.0     3.7     2.4     1.1     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      88.6    76.9    57.4    30.1    15.7    16.5     0.0
DC(Max)     V       1.5     3.0     4.6     6.1     6.7     6.7     7.4
DL-Comp   : M      48.9    42.4    31.7    16.6     8.7     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
LL + I    : M+    861.6   761.2   588.1   316.5   166.5   174.7     0.0
            V      47.1    63.8    78.5    93.2   100.4   100.0   107.4
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    51.9    65.2    78.9    93.2   100.4   100.0   107.4
            M     770.0   717.8   566.0   316.5   168.7   177.0     0.0
Total     : M+   1529.7  1340.5  1020.2   543.0   284.5   298.6     0.0
            V      58.7    86.8   112.9   138.9   151.1   150.5   163.1
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    63.5    88.2   113.3   138.9   151.1   150.5   163.1
            M    1438.1  1297.1   998.1   543.0   286.7   300.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               18.0             18.0
Deck+Haunch            22.8             22.8
Diaphragm               0.2              0.3
DL-Prec.(DC)            3.0              3.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.0             37.0
DL-Comp.(DW)           20.4             20.4
Live                   74.6             74.6
        Truck          58.6             58.6
        Lane           16.0             16.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    40.1    38.2    73.3   139.8   187.2   215.7   225.2
(Max)       V      18.0    16.3    16.4    14.8    11.1     7.4     3.7     0.0
DL-Prec.  : M       0.0     6.8     6.5    12.4    23.6    31.6    36.4    38.0
DC(Max)     V       3.0     2.8     2.8     2.5     1.9     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    50.9    48.4    93.0   177.2   237.4   273.5   285.6
Haunch (Max)V      22.8    20.7    20.8    18.8    14.1     9.4     4.7     0.0
Diaphragm : M       0.0     0.6     0.6     1.1     2.4     3.7     5.0     6.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    16.5    15.7    30.1    57.4    76.9    88.6    92.5
DC(Max)     V       7.4     6.7     6.7     6.1     4.6     3.0     1.5     0.0
DL-Comp   : M       0.0     9.1     8.7    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
LL + I    : M+      0.0   139.8   133.2   253.2   470.5   609.0   689.2   700.6
            V      85.9    80.0    80.3    74.6    62.8    51.0    37.7    25.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    85.9    80.0    80.3    74.6    63.1    52.2    41.5    31.7
            M      -0.0   141.6   135.0   253.2   452.8   574.3   616.0   592.2
Total     : M+      0.0   263.7   251.2   479.7   902.5  1188.3  1357.4  1399.2
            V     141.6   130.5   131.0   120.3    97.2    74.0    49.3    26.2
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   141.6   130.5   131.0   120.3    97.5    75.2    53.1    32.0
            M      -0.0   265.4   253.0   479.7   884.9  1153.5  1284.1  1290.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.78   47.67   50.00
Self wt.  : M     215.7   187.2   139.8    73.3    38.2    40.1     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.4    16.3    18.0
DL-Prec.  : M      36.4    31.6    23.6    12.4     6.5     6.8     0.0
DC(Max)     V       0.6     1.2     1.9     2.5     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     273.5   237.4   177.2    93.0    48.4    50.9     0.0
Haunch (Max)V       4.7     9.4    14.1    18.8    20.8    20.7    22.8
Diaphragm : M       5.0     3.7     2.4     1.1     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      88.6    76.9    57.4    30.1    15.7    16.5     0.0
DC(Max)     V       1.5     3.0     4.6     6.1     6.7     6.7     7.4
DL-Comp   : M      48.9    42.4    31.7    16.6     8.7     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
LL + I    : M+    689.2   609.0   470.5   253.2   133.2   139.8     0.0
            V      37.7    51.0    62.8    74.6    80.3    80.0    85.9
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    41.5    52.2    63.1    74.6    80.3    80.0    85.9
            M     616.0   574.3   452.8   253.2   135.0   141.6     0.0
Total     : M+   1357.4  1188.3   902.5   479.7   251.2   263.7     0.0
            V      49.3    74.0    97.2   120.3   131.0   130.5   141.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    53.1    75.2    97.5   120.3   131.0   130.5   141.6
            M    1284.1  1153.5   884.9   479.7   253.0   265.4     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    50.1    47.7    91.6   174.7   234.0   269.6   281.5
(Max)       V      22.5    20.4    20.5    18.5    13.9     9.2     4.6     0.0
Self wt.  : M       0.0    36.1    34.4    66.0   125.8   168.5   194.1   202.7
(Min)       V      16.2    14.7    14.8    13.3    10.0     6.7     3.3     0.0
DL-Prec.  : M       0.0     8.5     8.1    15.5    29.5    39.5    45.5    47.5
DC(Max)     V       3.8     3.4     3.5     3.1     2.3     1.6     0.8     0.0
DL-Prec.  : M       0.0     6.1     5.8    11.1    21.2    28.5    32.8    34.2
DC(Min)     V       2.7     2.5     2.5     2.2     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    63.6    60.5   116.2   221.5   296.8   341.9   357.0
Haunch (Max)V      28.6    25.9    26.0    23.5    17.6    11.7     5.9     0.0
Deck +    : M       0.0    45.8    43.6    83.7   159.5   213.7   246.2   257.0
Haunch (Min)V      20.6    18.6    18.7    16.9    12.7     8.4     4.2     0.0
Diaphragm : M       0.0     0.7     0.7     1.4     3.0     4.6     6.2     7.8
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     1.0     2.2     3.3     4.5     5.6
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    20.6    19.6    37.6    71.8    96.1   110.8   115.6
DC(Max)     V       9.3     8.4     8.4     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    14.8    14.1    27.1    51.7    69.2    79.7    83.2
DC(Min)     V       6.7     6.0     6.1     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0    13.6    13.0    24.9    47.5    63.7    73.3    76.6
DW(Max)     V       6.1     5.6     5.6     5.0     3.8     2.5     1.3     0.0
DL-Comp   : M       0.0     5.9     5.6    10.8    20.6    27.6    31.8    33.2
DW(Min)     V       2.7     2.4     2.4     2.2     1.6     1.1     0.5     0.0
LL + I    : M+      0.0   305.8   291.4   553.9  1029.2  1332.1  1507.7  1532.7
            V     188.0   175.0   175.6   163.1   137.3   111.6    82.4    56.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   188.0   175.0   175.6   163.1   138.1   114.1    90.8    69.4
            M      -0.0   309.7   295.3   553.9   990.6  1256.2  1347.4  1295.5
Total     : M+      0.0   462.9   441.0   841.2  1577.2  2066.8  2355.1  2418.6
            V     258.6   239.0   240.0   221.1   180.9   140.8    97.2    57.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   258.6   239.0   240.0   221.1   181.7   143.3   105.5    69.7
            M      -0.0   466.8   444.9   841.2  1538.6  1990.9  2194.8  2181.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.78   47.67   50.00
Self wt.  : M     269.6   234.0   174.7    91.6    47.7    50.1     0.0
(Max)       V       4.6     9.2    13.9    18.5    20.5    20.4    22.5
Self wt.  : M     194.1   168.5   125.8    66.0    34.4    36.1     0.0
(Min)       V       3.3     6.7    10.0    13.3    14.8    14.7    16.2
DL-Prec.  : M      45.5    39.5    29.5    15.5     8.1     8.5     0.0
DC(Max)     V       0.8     1.6     2.3     3.1     3.5     3.4     3.8
DL-Prec.  : M      32.8    28.5    21.2    11.1     5.8     6.1     0.0
DC(Min)     V       0.6     1.1     1.7     2.2     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
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     341.9   296.8   221.5   116.2    60.5    63.6     0.0
Haunch (Max)V       5.9    11.7    17.6    23.5    26.0    25.9    28.6
Deck +    : M     246.2   213.7   159.5    83.7    43.6    45.8     0.0
Haunch (Min)V       4.2     8.4    12.7    16.9    18.7    18.6    20.6
Diaphragm : M       6.2     4.6     3.0     1.4     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       4.5     3.3     2.2     1.0     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     110.8    96.1    71.8    37.6    19.6    20.6     0.0
DC(Max)     V       1.9     3.8     5.7     7.6     8.4     8.4     9.3
DL-Comp   : M      79.7    69.2    51.7    27.1    14.1    14.8     0.0
DC(Min)     V       1.4     2.7     4.1     5.5     6.1     6.0     6.7
DL-Comp   : M      73.3    63.7    47.5    24.9    13.0    13.6     0.0
DW(Max)     V       1.3     2.5     3.8     5.0     5.6     5.6     6.1
DL-Comp   : M      31.8    27.6    20.6    10.8     5.6     5.9     0.0
DW(Min)     V       0.5     1.1     1.6     2.2     2.4     2.4     2.7
LL + I    : M+   1507.7  1332.1  1029.2   553.9   291.4   305.8     0.0
            V      82.4   111.6   137.3   163.1   175.6   175.0   188.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    90.8   114.1   138.1   163.1   175.6   175.0   188.0
            M    1347.4  1256.2   990.6   553.9   295.3   309.7     0.0
Total     : M+   2355.1  2066.8  1577.2   841.2   441.0   462.9     0.0
            V      97.2   140.8   180.9   221.1   240.0   239.0   258.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   105.5   143.3   181.7   221.1   240.0   239.0   258.6
            M    2194.8  1990.9  1538.6   841.2   444.9   466.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               22.5             22.5
Deck+Haunch            28.6             28.6
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.8              3.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           46.3             46.3
DL-Comp.(DW)           30.6             30.6
Live                  130.5            130.5
        Truck         102.5            102.5
        Lane           28.0             28.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    40.1    38.2    73.3   139.8   187.2   215.7   225.2
(Max)       V      18.0    16.3    16.4    14.8    11.1     7.4     3.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.8     6.5    12.4    23.6    31.6    36.4    38.0
DC(Max)     V       3.0     2.8     2.8     2.5     1.9     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    50.9    48.4    93.0   177.2   237.4   273.5   285.6
Haunch (Max)V      22.8    20.7    20.8    18.8    14.1     9.4     4.7     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     0.6     0.6     1.1     2.4     3.7     5.0     6.2
(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    16.5    15.7    30.1    57.4    76.9    88.6    92.5
DC(Max)     V       7.4     6.7     6.7     6.1     4.6     3.0     1.5     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     9.1     8.7    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     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   121.4   115.8   217.0   387.0   482.2   544.5   559.2
            V      84.3    77.4    77.7    71.0    59.0    46.9    40.1    32.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    84.3    77.4    77.7    71.0    59.0    47.5    40.1    32.7
            M       0.0   121.4   115.8   217.0   387.0   478.1   544.5   559.2
Total     : M+      0.0   245.3   233.8   443.5   819.0  1061.5  1212.6  1257.8
            V     139.9   127.8   128.4   116.8    93.3    69.9    51.7    33.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   139.9   127.8   128.4   116.8    93.3    70.5    51.7    33.0
            M       0.0   245.3   233.8   443.5   819.0  1057.3  1212.6  1257.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.78   47.67   50.00
Self wt.  : M     215.7   187.2   139.8    73.3    38.2    40.1     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.4    16.3    18.0
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      36.4    31.6    23.6    12.4     6.5     6.8     0.0
DC(Max)     V       0.6     1.2     1.9     2.5     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     273.5   237.4   177.2    93.0    48.4    50.9     0.0
Haunch (Max)V       4.7     9.4    14.1    18.8    20.8    20.7    22.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.0     3.7     2.4     1.1     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      88.6    76.9    57.4    30.1    15.7    16.5     0.0
DC(Max)     V       1.5     3.0     4.6     6.1     6.7     6.7     7.4
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      48.9    42.4    31.7    16.6     8.7     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
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+    544.5   482.2   387.0   217.0   115.8   121.4     0.0
            V      40.1    46.9    59.0    71.0    77.7    77.4    84.3
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    40.1    47.5    59.0    71.0    77.7    77.4    84.3
            M     544.5   478.1   387.0   217.0   115.8   121.4     0.0
Total     : M+   1212.6  1061.5   819.0   443.5   233.8   245.3     0.0
            V      51.7    69.9    93.3   116.8   128.4   127.8   139.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    51.7    70.5    93.3   116.8   128.4   127.8   139.9
            M    1212.6  1057.3   819.0   443.5   233.8   245.3     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.13   10.27   15.40   20.53   25.67   17.97
 
Beam-Self
Precast-top    0.084   0.138   0.245   0.321   0.367   0.383   0.348 
Bottom        -0.070  -0.114  -0.203  -0.266  -0.304  -0.317  -0.289 
 
Prestress
Precast-top   -0.447  -0.447  -0.447  -0.447  -0.447  -0.447  -0.447 
Bottom         1.692   1.692   1.692   1.692   1.692   1.692   1.692 
 
Total
Precast-top   -0.363  -0.309  -0.202  -0.125  -0.079  -0.064  -0.099 
Bottom         1.623   1.578   1.490   1.426   1.388   1.375   1.404 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.21 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.010   0.009   0.018   0.034   0.046   0.053   0.055 
Precast-top   -0.092  -0.237  -0.230  -0.101   0.171   0.366   0.484   0.525 
Bottom         0.348   1.366   1.317   1.239   0.985   0.803   0.693   0.655 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.13   10.27   15.40   20.53   25.67   17.97
 
Beam-Self
Precast-top    0.084   0.138   0.245   0.321   0.367   0.383   0.348 
Bottom        -0.070  -0.114  -0.203  -0.266  -0.304  -0.317  -0.289 
 
Prestress
Precast-top   -0.447  -0.447  -0.447  -0.447  -0.447  -0.447  -0.447 
Bottom         1.692   1.692   1.692   1.692   1.692   1.692   1.692 
 
Total
Precast-top   -0.363  -0.309  -0.202  -0.125  -0.079  -0.064  -0.099 
Bottom         1.623   1.578   1.490   1.426   1.388   1.375   1.404 
 
As_top  , in2  1.417   1.135   0.595   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.21 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.052   0.049   0.093   0.166   0.209   0.236   0.243 
Precast-top   -0.046  -0.092  -0.090  -0.003   0.170   0.288   0.360   0.384 
Bottom         0.174   0.579   0.559   0.434   0.161  -0.012  -0.120  -0.151 
 

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
    258.6    6.5   49.9    0.381   0.0   6.00e-3 50.0    267.3     1.280    2.347      0.30
      0.0    0.3   49.8     41.9 0.178      20.0 0.87    12.00     0.092    1.408 
Transfer:   3.00
    239.0    6.5   49.9    1.718   0.0   3.13e-3 40.0    233.1     0.792    1.760      0.00
    466.8    1.2   49.3    189.0 0.166      32.5 1.43    12.00     0.092    1.509 
Critical:   4.77
    224.1    6.5   49.9    1.894   0.0   1.67e-3 34.9    200.8     0.568    1.320      0.00
    778.3    1.3   49.2    189.0 0.156      48.2 2.13    12.00     0.092    1.607 
0.1L    :   5.13
    221.1    6.5   49.9    1.929   0.0   1.41e-3 33.9    192.9     0.527    1.320      0.00
    841.2    1.4   49.2    189.0 0.154      52.7 2.33    12.00     0.092    1.628 
0.2L    :  10.27
    181.7    6.5   49.9    2.437   0.0   1.40e-3 33.9    149.2     0.409    0.620      0.00
   1538.6    1.7   49.1    189.0 0.127      52.7 2.34    12.00     0.092    1.382 
0.3L    :  15.40
    143.3    6.5   49.9    2.604   0.0   1.87e-3 35.5    114.2     0.333    0.413      0.00
   1990.9    1.8   49.0    189.0 0.100      45.0 2.00    24.00     0.092    1.173 
0.4L    :  20.53
    105.5    6.5   49.9    2.604   0.0   2.03e-3 36.1     74.5     0.222    0.413      0.00
   2194.8    1.8   49.0    189.0 0.074      42.8 1.90    24.00     0.092    1.548 
0.5L    :  25.67
     69.7    6.5   49.9    2.604   0.0   1.51e-3 34.3     26.7     0.092    0.413      0.00
   2181.5    1.8   49.0    189.0 0.049      50.7 2.25    24.00     0.092    2.574 
0.6L    :  30.80
    105.5    6.5   49.9    2.604   0.0   2.03e-3 36.1     74.5     0.222    0.413      0.00
   2194.8    1.8   49.0    189.0 0.074      42.8 1.90    24.00     0.092    1.548 
0.7L    :  35.93
    143.3    6.5   49.9    2.604   0.0   1.87e-3 35.5    114.2     0.333    0.413      0.00
   1990.9    1.8   49.0    189.0 0.100      45.0 2.00    24.00     0.092    1.173 
0.8L    :  41.06
    181.7    6.5   49.9    2.437   0.0   1.40e-3 33.9    149.2     0.409    0.620      0.00
   1538.6    1.7   49.1    189.0 0.127      52.7 2.34    12.00     0.092    1.382 
0.9L    :  46.20
    221.1    6.5   49.9    1.929   0.0   1.41e-3 33.9    192.9     0.527    1.320      0.00
    841.2    1.4   49.2    189.0 0.154      52.7 2.33    12.00     0.092    1.628 
Critical:  46.56
    224.1    6.5   49.9    1.894   0.0   1.67e-3 34.9    200.8     0.568    1.320      0.00
    778.3    1.3   49.2    189.0 0.156      48.2 2.13    12.00     0.092    1.607 
Transfer:  48.33
    239.0    6.5   49.9    1.718   0.0   3.13e-3 40.0    233.1     0.792    1.760      0.00
    466.8    1.2   49.3    189.0 0.166      32.5 1.43    12.00     0.092    1.509 
Bearing :  50.67
    258.6    6.5   49.9    0.381   0.0   6.00e-3 50.0    267.3     1.280    2.347      0.30
      0.0    0.3   49.8     41.9 0.178      20.0 0.87    12.00     0.092    1.408 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.02
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 3
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    258.6      5.77     49.92    0.27       49.78    24.00      0.300      1.174      0.000      0.000*
Transfer:      2.33
    239.0      5.39     49.92    1.22       49.31    24.00      0.300      1.045      0.000      1.760 
Critical:      4.10
    224.2      5.06     49.92    1.34       49.25    24.00      0.300      0.936      0.000      1.320 
0.1L    :      4.47
    221.1      4.99     49.92    1.37       49.23    24.00      0.300      0.913      0.000      1.320 
0.2L    :      9.60
    181.7      4.12     49.92    1.72       49.05    24.00      0.300      0.622      0.000      0.620 
0.3L    :     14.73
    143.3      3.25     49.92    1.84       49.00    24.00      0.300      0.333      0.000      0.413 
0.4L    :     19.87
    105.5      2.39     49.92    1.84       49.00    24.00      0.300      0.048      0.000      0.413 
0.5L    :     25.00
     69.7      1.58     49.92    1.84       49.00    24.00      0.300      0.000      0.000      0.413 
0.6L    :     30.13
    105.5      2.39     49.92    1.84       49.00    24.00      0.300      0.048      0.000      0.413 
0.7L    :     35.27
    143.3      3.25     49.92    1.84       49.00    24.00      0.300      0.333      0.000      0.413 
0.8L    :     40.40
    181.7      4.12     49.92    1.72       49.05    24.00      0.300      0.622      0.000      0.620 
0.9L    :     45.53
    221.1      4.99     49.92    1.37       49.23    24.00      0.300      0.913      0.000      1.320 
Critical:     45.90
    224.2      5.06     49.92    1.34       49.25    24.00      0.300      0.936      0.000      1.320 
Transfer:     47.67
    239.0      5.39     49.92    1.22       49.31    24.00      0.300      1.045      0.000      1.760 
Bearing :     50.00
    258.6      5.77     49.92    0.27       49.78    24.00      0.300      1.174      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.47 ft
Prestress      :       0.181  1.80      0.325  2.20      0.397
Self Wt.       :      -0.043  1.85     -0.080  2.40     -0.104
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          :       0.137            0.245            0.293
 
At 0.2 x L = 9.60 ft
Prestress      :       0.323  1.80      0.581  2.20      0.711
Self Wt.       :      -0.082  1.85     -0.152  2.40     -0.197
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          :       0.241            0.429            0.513
 
At 0.3 x L = 14.73 ft
Prestress      :       0.425  1.80      0.764  2.20      0.934
Self Wt.       :      -0.113  1.85     -0.208  2.40     -0.270
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          :       0.312            0.556            0.664
 
At 0.4 x L = 19.87 ft
Prestress      :       0.486  1.80      0.874  2.20      1.068
Self Wt.       :      -0.132  1.85     -0.244  2.40     -0.317
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          :       0.354            0.630            0.752
 
At 0.5 x L = 25.00 ft
Prestress      :       0.506  1.80      0.911  2.20      1.113
Self Wt.       :      -0.139  1.85     -0.256  2.40     -0.333
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          :       0.367            0.654            0.781
 
At 0.6 x L = 30.13 ft
Prestress      :       0.486  1.80      0.874  2.20      1.068
Self Wt.       :      -0.132  1.85     -0.244  2.40     -0.317
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          :       0.354            0.630            0.752
 
At 0.7 x L = 35.27 ft
Prestress      :       0.425  1.80      0.764  2.20      0.934
Self Wt.       :      -0.113  1.85     -0.208  2.40     -0.270
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          :       0.312            0.556            0.664
 
At 0.8 x L = 40.40 ft
Prestress      :       0.323  1.80      0.581  2.20      0.711
Self Wt.       :      -0.082  1.85     -0.152  2.40     -0.197
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          :       0.241            0.429            0.513
 
At 0.9 x L = 45.53 ft
Prestress      :       0.181  1.80      0.325  2.20      0.397
Self Wt.       :      -0.043  1.85     -0.080  2.40     -0.104
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          :       0.137            0.245            0.293
 

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
   462.9    49.9  1.718  267.8    1.4   1.22   1891.0  0.104T 1.00       -       -     -     -  
H/2     :   2.22
   441.0    49.9  1.652  267.9    1.4   1.17   1819.1  0.108T 1.00       -       -     -     -  
0.1L    :   4.47
   841.2    49.9  1.929  267.6    1.6   1.37   2117.9  0.093T 1.00       -       -     -     -  
0.2L    :   9.60
  1577.2    49.9  2.437  266.9    2.0   1.72   2659.4  0.073T 1.00       -       -     -     -  
0.3L    :  14.73
  2066.8    49.9  2.604  266.7    2.2   1.84   2835.8  0.068T 1.00    745.0   745.0    3.81    -  
0.4L    :  19.87
  2355.1    49.9  2.604  266.7    2.2   1.84   2835.8  0.068T 1.00    705.5   705.5    4.02    -  
0.5L    :  25.00
  2418.6    49.9  2.604  266.7    2.2   1.84   2835.8  0.068T 1.00    691.8   691.8    4.10    -  
0.6L    :  30.13
  2355.1    49.9  2.604  266.7    2.2   1.84   2835.8  0.068T 1.00    705.5   705.5    4.02    -  
0.7L    :  35.27
  2066.8    49.9  2.604  266.7    2.2   1.84   2835.8  0.068T 1.00    745.0   745.0    3.81    -  
0.8L    :  40.40
  1577.2    49.9  2.437  266.9    2.0   1.72   2659.4  0.073T 1.00       -       -     -     -  
0.9L    :  45.53
   841.2    49.9  1.929  267.6    1.6   1.37   2117.9  0.093T 1.00       -       -     -     -  
H/2     :  47.78
   441.0    49.9  1.652  267.9    1.4   1.17   1819.1  0.108T 1.00       -       -     -     -  
Transfer:  47.67
   462.9    49.9  1.718  267.8    1.4   1.22   1891.0  0.104T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 3; Groups 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.005
        M   2.00 Fb     0.225
 
  2   2 E   6.00 Ft    -0.049
        M   6.00 Fb     0.482
 
  3   2 E   6.00 Ft    -0.093
        M   6.00 Fb     0.738
 
  4   2 E   2.00 Ft    -0.183
        M   2.00 Fb     1.033
 
  5   2 E   2.00 Ft    -0.273
        M   2.00 Fb     1.328
 
  6   2 E   2.00 Ft    -0.362
        M   2.00 Fb     1.623
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 51.33            Release Length, ft: 51.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.00 %               Final losses: 10.97 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.623     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.363       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)                  2835.84     2418.65     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   0.055     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.525     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.366    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   0.384     Midspan
    Pre.Bot:                                                             2.000   0.579    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  25.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.506  1.80      0.911  2.20      1.113
Self Wt.       :      -0.139  1.85     -0.256  2.40     -0.333
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          :       0.367            0.654            0.781
 
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   50.00
     DC  Line       0.087      0.00       0.087   50.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    25.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 51.330 ft
Release length = 51.330 ft
Design  length = 50.000 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)  : 0.855   (Calculated)    
Live Moment (1  lane  loaded)  : 0.626   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.144   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.915   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 4
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        691.8 in2           1506.8 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           488335 in4#
Ht. of c.g.           =        20.74 in             36.18 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9290

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     4.47     9.60    14.73    19.87    25.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    694.9    705.9    705.4    705.9    705.9    705.9    705.9    705.9
  Yb      ,  in    20.66    20.39    20.40    20.39    20.39    20.39    20.39    20.39
  MI(Ixx) , in4   179916   183166   183007   183166   183166   183166   183166   183166
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1509.8   1520.3   1519.8   1520.3   1520.3   1520.3   1520.3   1520.3
  Yb      ,  in    36.12    35.89    35.90    35.89    35.89    35.89    35.89    35.89
  MI(Ixx) , in4   491572   502835   502278   502835   502835   502835   502835   502835

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.19 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.33 in):
     8 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.953 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.941 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.100 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)       
-------------------------------------------------------------------------------------
       615.960         740 455.810      9.133 36989.762   552.168     324.916        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       4.50       0.1250      2.0000     No
      2      US#6[M19]       60.00        0.88       6.00       2.0000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      7.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.4167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      11.4167     15.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      15.1667     36.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      36.1634     39.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00      39.9134     43.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00      43.9134     46.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      46.1634     46.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      46.8301     49.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      49.3301     51.2051     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 51.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg =  3.33 in
         P_init    =      510.4 kips  Ecc = 17.41 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     7.84 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.221 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.29 ksi    0.00 ksi
    due to Composite Loads                                 -0.69 ksi    0.00 ksi
    due to Live Loads                                      -3.38 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                         6.71 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  7.84 ksi  ( 4.00 %)            13.66 ksi ( 6.97 %)
Total Prestress Losses                                    21.50 ksi (10.97 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    40.1    38.2    73.3   139.8   187.2   215.7   225.2
(Max)       V      18.0    16.3    16.4    14.8    11.1     7.4     3.7     0.0
DL-Prec.  : M       0.0     6.8     6.5    12.4    23.6    31.6    36.4    38.0
DC(Max)     V       3.0     2.8     2.8     2.5     1.9     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    50.9    48.4    93.0   177.2   237.4   273.5   285.6
Haunch (Max)V      22.8    20.7    20.8    18.8    14.1     9.4     4.7     0.0
Diaphragm : M       0.0     0.6     0.6     1.1     2.4     3.7     5.0     6.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    16.5    15.7    30.1    57.4    76.9    88.6    92.5
DC(Max)     V       7.4     6.7     6.7     6.1     4.6     3.0     1.5     0.0
DL-Comp   : M       0.0     9.1     8.7    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
LL + I    : M+      0.0   174.7   166.5   316.5   588.1   761.2   861.6   875.8
            V     107.4   100.0   100.4    93.2    78.5    63.8    47.1    32.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   107.4   100.0   100.4    93.2    78.9    65.2    51.9    39.6
            M      -0.0   177.0   168.7   316.5   566.0   717.8   770.0   740.3
Total     : M+      0.0   298.6   284.5   543.0  1020.2  1340.5  1529.7  1574.4
            V     163.1   150.5   151.1   138.9   112.9    86.8    58.7    32.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   163.1   150.5   151.1   138.9   113.3    88.2    63.5    39.9
            M      -0.0   300.8   286.7   543.0   998.1  1297.1  1438.1  1438.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.78   47.67   50.00
Self wt.  : M     215.7   187.2   139.8    73.3    38.2    40.1     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.4    16.3    18.0
DL-Prec.  : M      36.4    31.6    23.6    12.4     6.5     6.8     0.0
DC(Max)     V       0.6     1.2     1.9     2.5     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     273.5   237.4   177.2    93.0    48.4    50.9     0.0
Haunch (Max)V       4.7     9.4    14.1    18.8    20.8    20.7    22.8
Diaphragm : M       5.0     3.7     2.4     1.1     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      88.6    76.9    57.4    30.1    15.7    16.5     0.0
DC(Max)     V       1.5     3.0     4.6     6.1     6.7     6.7     7.4
DL-Comp   : M      48.9    42.4    31.7    16.6     8.7     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
LL + I    : M+    861.6   761.2   588.1   316.5   166.5   174.7     0.0
            V      47.1    63.8    78.5    93.2   100.4   100.0   107.4
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    51.9    65.2    78.9    93.2   100.4   100.0   107.4
            M     770.0   717.8   566.0   316.5   168.7   177.0     0.0
Total     : M+   1529.7  1340.5  1020.2   543.0   284.5   298.6     0.0
            V      58.7    86.8   112.9   138.9   151.1   150.5   163.1
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    63.5    88.2   113.3   138.9   151.1   150.5   163.1
            M    1438.1  1297.1   998.1   543.0   286.7   300.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               18.0             18.0
Deck+Haunch            22.8             22.8
Diaphragm               0.2              0.3
DL-Prec.(DC)            3.0              3.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.0             37.0
DL-Comp.(DW)           20.4             20.4
Live                   74.6             74.6
        Truck          58.6             58.6
        Lane           16.0             16.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    40.1    38.2    73.3   139.8   187.2   215.7   225.2
(Max)       V      18.0    16.3    16.4    14.8    11.1     7.4     3.7     0.0
DL-Prec.  : M       0.0     6.8     6.5    12.4    23.6    31.6    36.4    38.0
DC(Max)     V       3.0     2.8     2.8     2.5     1.9     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    50.9    48.4    93.0   177.2   237.4   273.5   285.6
Haunch (Max)V      22.8    20.7    20.8    18.8    14.1     9.4     4.7     0.0
Diaphragm : M       0.0     0.6     0.6     1.1     2.4     3.7     5.0     6.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    16.5    15.7    30.1    57.4    76.9    88.6    92.5
DC(Max)     V       7.4     6.7     6.7     6.1     4.6     3.0     1.5     0.0
DL-Comp   : M       0.0     9.1     8.7    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
LL + I    : M+      0.0   139.8   133.2   253.2   470.5   609.0   689.2   700.6
            V      85.9    80.0    80.3    74.6    62.8    51.0    37.7    25.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    85.9    80.0    80.3    74.6    63.1    52.2    41.5    31.7
            M      -0.0   141.6   135.0   253.2   452.8   574.3   616.0   592.2
Total     : M+      0.0   263.7   251.2   479.7   902.5  1188.3  1357.4  1399.2
            V     141.6   130.5   131.0   120.3    97.2    74.0    49.3    26.2
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   141.6   130.5   131.0   120.3    97.5    75.2    53.1    32.0
            M      -0.0   265.4   253.0   479.7   884.9  1153.5  1284.1  1290.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.78   47.67   50.00
Self wt.  : M     215.7   187.2   139.8    73.3    38.2    40.1     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.4    16.3    18.0
DL-Prec.  : M      36.4    31.6    23.6    12.4     6.5     6.8     0.0
DC(Max)     V       0.6     1.2     1.9     2.5     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     273.5   237.4   177.2    93.0    48.4    50.9     0.0
Haunch (Max)V       4.7     9.4    14.1    18.8    20.8    20.7    22.8
Diaphragm : M       5.0     3.7     2.4     1.1     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      88.6    76.9    57.4    30.1    15.7    16.5     0.0
DC(Max)     V       1.5     3.0     4.6     6.1     6.7     6.7     7.4
DL-Comp   : M      48.9    42.4    31.7    16.6     8.7     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
LL + I    : M+    689.2   609.0   470.5   253.2   133.2   139.8     0.0
            V      37.7    51.0    62.8    74.6    80.3    80.0    85.9
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    41.5    52.2    63.1    74.6    80.3    80.0    85.9
            M     616.0   574.3   452.8   253.2   135.0   141.6     0.0
Total     : M+   1357.4  1188.3   902.5   479.7   251.2   263.7     0.0
            V      49.3    74.0    97.2   120.3   131.0   130.5   141.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    53.1    75.2    97.5   120.3   131.0   130.5   141.6
            M    1284.1  1153.5   884.9   479.7   253.0   265.4     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    50.1    47.7    91.6   174.7   234.0   269.6   281.5
(Max)       V      22.5    20.4    20.5    18.5    13.9     9.2     4.6     0.0
Self wt.  : M       0.0    36.1    34.4    66.0   125.8   168.5   194.1   202.7
(Min)       V      16.2    14.7    14.8    13.3    10.0     6.7     3.3     0.0
DL-Prec.  : M       0.0     8.5     8.1    15.5    29.5    39.5    45.5    47.5
DC(Max)     V       3.8     3.4     3.5     3.1     2.3     1.6     0.8     0.0
DL-Prec.  : M       0.0     6.1     5.8    11.1    21.2    28.5    32.8    34.2
DC(Min)     V       2.7     2.5     2.5     2.2     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    63.6    60.5   116.2   221.5   296.8   341.9   357.0
Haunch (Max)V      28.6    25.9    26.0    23.5    17.6    11.7     5.9     0.0
Deck +    : M       0.0    45.8    43.6    83.7   159.5   213.7   246.2   257.0
Haunch (Min)V      20.6    18.6    18.7    16.9    12.7     8.4     4.2     0.0
Diaphragm : M       0.0     0.7     0.7     1.4     3.0     4.6     6.2     7.8
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     1.0     2.2     3.3     4.5     5.6
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    20.6    19.6    37.6    71.8    96.1   110.8   115.6
DC(Max)     V       9.3     8.4     8.4     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    14.8    14.1    27.1    51.7    69.2    79.7    83.2
DC(Min)     V       6.7     6.0     6.1     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0    13.6    13.0    24.9    47.5    63.7    73.3    76.6
DW(Max)     V       6.1     5.6     5.6     5.0     3.8     2.5     1.3     0.0
DL-Comp   : M       0.0     5.9     5.6    10.8    20.6    27.6    31.8    33.2
DW(Min)     V       2.7     2.4     2.4     2.2     1.6     1.1     0.5     0.0
LL + I    : M+      0.0   305.8   291.4   553.9  1029.2  1332.1  1507.7  1532.7
            V     188.0   175.0   175.6   163.1   137.3   111.6    82.4    56.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   188.0   175.0   175.6   163.1   138.1   114.1    90.8    69.4
            M      -0.0   309.7   295.3   553.9   990.6  1256.2  1347.4  1295.5
Total     : M+      0.0   462.9   441.0   841.2  1577.2  2066.8  2355.1  2418.6
            V     258.6   239.0   240.0   221.1   180.9   140.8    97.2    57.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   258.6   239.0   240.0   221.1   181.7   143.3   105.5    69.7
            M      -0.0   466.8   444.9   841.2  1538.6  1990.9  2194.8  2181.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.78   47.67   50.00
Self wt.  : M     269.6   234.0   174.7    91.6    47.7    50.1     0.0
(Max)       V       4.6     9.2    13.9    18.5    20.5    20.4    22.5
Self wt.  : M     194.1   168.5   125.8    66.0    34.4    36.1     0.0
(Min)       V       3.3     6.7    10.0    13.3    14.8    14.7    16.2
DL-Prec.  : M      45.5    39.5    29.5    15.5     8.1     8.5     0.0
DC(Max)     V       0.8     1.6     2.3     3.1     3.5     3.4     3.8
DL-Prec.  : M      32.8    28.5    21.2    11.1     5.8     6.1     0.0
DC(Min)     V       0.6     1.1     1.7     2.2     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
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     341.9   296.8   221.5   116.2    60.5    63.6     0.0
Haunch (Max)V       5.9    11.7    17.6    23.5    26.0    25.9    28.6
Deck +    : M     246.2   213.7   159.5    83.7    43.6    45.8     0.0
Haunch (Min)V       4.2     8.4    12.7    16.9    18.7    18.6    20.6
Diaphragm : M       6.2     4.6     3.0     1.4     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       4.5     3.3     2.2     1.0     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     110.8    96.1    71.8    37.6    19.6    20.6     0.0
DC(Max)     V       1.9     3.8     5.7     7.6     8.4     8.4     9.3
DL-Comp   : M      79.7    69.2    51.7    27.1    14.1    14.8     0.0
DC(Min)     V       1.4     2.7     4.1     5.5     6.1     6.0     6.7
DL-Comp   : M      73.3    63.7    47.5    24.9    13.0    13.6     0.0
DW(Max)     V       1.3     2.5     3.8     5.0     5.6     5.6     6.1
DL-Comp   : M      31.8    27.6    20.6    10.8     5.6     5.9     0.0
DW(Min)     V       0.5     1.1     1.6     2.2     2.4     2.4     2.7
LL + I    : M+   1507.7  1332.1  1029.2   553.9   291.4   305.8     0.0
            V      82.4   111.6   137.3   163.1   175.6   175.0   188.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    90.8   114.1   138.1   163.1   175.6   175.0   188.0
            M    1347.4  1256.2   990.6   553.9   295.3   309.7     0.0
Total     : M+   2355.1  2066.8  1577.2   841.2   441.0   462.9     0.0
            V      97.2   140.8   180.9   221.1   240.0   239.0   258.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   105.5   143.3   181.7   221.1   240.0   239.0   258.6
            M    2194.8  1990.9  1538.6   841.2   444.9   466.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               22.5             22.5
Deck+Haunch            28.6             28.6
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.8              3.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           46.3             46.3
DL-Comp.(DW)           30.6             30.6
Live                  130.5            130.5
        Truck         102.5            102.5
        Lane           28.0             28.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    40.1    38.2    73.3   139.8   187.2   215.7   225.2
(Max)       V      18.0    16.3    16.4    14.8    11.1     7.4     3.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.8     6.5    12.4    23.6    31.6    36.4    38.0
DC(Max)     V       3.0     2.8     2.8     2.5     1.9     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    50.9    48.4    93.0   177.2   237.4   273.5   285.6
Haunch (Max)V      22.8    20.7    20.8    18.8    14.1     9.4     4.7     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     0.6     0.6     1.1     2.4     3.7     5.0     6.2
(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    16.5    15.7    30.1    57.4    76.9    88.6    92.5
DC(Max)     V       7.4     6.7     6.7     6.1     4.6     3.0     1.5     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     9.1     8.7    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     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   121.4   115.8   217.0   387.0   482.2   544.5   559.2
            V      84.3    77.4    77.7    71.0    59.0    46.9    40.1    32.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    84.3    77.4    77.7    71.0    59.0    47.5    40.1    32.7
            M       0.0   121.4   115.8   217.0   387.0   478.1   544.5   559.2
Total     : M+      0.0   245.3   233.8   443.5   819.0  1061.5  1212.6  1257.8
            V     139.9   127.8   128.4   116.8    93.3    69.9    51.7    33.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   139.9   127.8   128.4   116.8    93.3    70.5    51.7    33.0
            M       0.0   245.3   233.8   443.5   819.0  1057.3  1212.6  1257.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.78   47.67   50.00
Self wt.  : M     215.7   187.2   139.8    73.3    38.2    40.1     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.4    16.3    18.0
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      36.4    31.6    23.6    12.4     6.5     6.8     0.0
DC(Max)     V       0.6     1.2     1.9     2.5     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     273.5   237.4   177.2    93.0    48.4    50.9     0.0
Haunch (Max)V       4.7     9.4    14.1    18.8    20.8    20.7    22.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.0     3.7     2.4     1.1     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      88.6    76.9    57.4    30.1    15.7    16.5     0.0
DC(Max)     V       1.5     3.0     4.6     6.1     6.7     6.7     7.4
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      48.9    42.4    31.7    16.6     8.7     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
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+    544.5   482.2   387.0   217.0   115.8   121.4     0.0
            V      40.1    46.9    59.0    71.0    77.7    77.4    84.3
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    40.1    47.5    59.0    71.0    77.7    77.4    84.3
            M     544.5   478.1   387.0   217.0   115.8   121.4     0.0
Total     : M+   1212.6  1061.5   819.0   443.5   233.8   245.3     0.0
            V      51.7    69.9    93.3   116.8   128.4   127.8   139.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    51.7    70.5    93.3   116.8   128.4   127.8   139.9
            M    1212.6  1057.3   819.0   443.5   233.8   245.3     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.13   10.27   15.40   20.53   25.67   17.97
 
Beam-Self
Precast-top    0.084   0.138   0.245   0.321   0.367   0.383   0.348 
Bottom        -0.070  -0.114  -0.203  -0.266  -0.304  -0.317  -0.289 
 
Prestress
Precast-top   -0.447  -0.447  -0.447  -0.447  -0.447  -0.447  -0.447 
Bottom         1.692   1.692   1.692   1.692   1.692   1.692   1.692 
 
Total
Precast-top   -0.363  -0.309  -0.202  -0.125  -0.079  -0.064  -0.099 
Bottom         1.623   1.578   1.490   1.426   1.388   1.375   1.404 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.21 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.010   0.009   0.018   0.034   0.046   0.053   0.055 
Precast-top   -0.092  -0.237  -0.230  -0.101   0.171   0.366   0.484   0.525 
Bottom         0.348   1.366   1.317   1.239   0.985   0.803   0.693   0.655 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.13   10.27   15.40   20.53   25.67   17.97
 
Beam-Self
Precast-top    0.084   0.138   0.245   0.321   0.367   0.383   0.348 
Bottom        -0.070  -0.114  -0.203  -0.266  -0.304  -0.317  -0.289 
 
Prestress
Precast-top   -0.447  -0.447  -0.447  -0.447  -0.447  -0.447  -0.447 
Bottom         1.692   1.692   1.692   1.692   1.692   1.692   1.692 
 
Total
Precast-top   -0.363  -0.309  -0.202  -0.125  -0.079  -0.064  -0.099 
Bottom         1.623   1.578   1.490   1.426   1.388   1.375   1.404 
 
As_top  , in2  1.417   1.135   0.595   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.21 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.052   0.049   0.093   0.166   0.209   0.236   0.243 
Precast-top   -0.046  -0.092  -0.090  -0.003   0.170   0.288   0.360   0.384 
Bottom         0.174   0.579   0.559   0.434   0.161  -0.012  -0.120  -0.151 
 

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
    258.6    6.5   49.9    0.381   0.0   6.00e-3 50.0    267.3     1.280    2.347      0.30
      0.0    0.3   49.8     41.9 0.178      20.0 0.87    12.00     0.092    1.408 
Transfer:   3.00
    239.0    6.5   49.9    1.718   0.0   3.13e-3 40.0    233.1     0.792    1.760      0.00
    466.8    1.2   49.3    189.0 0.166      32.5 1.43    12.00     0.092    1.509 
Critical:   4.77
    224.1    6.5   49.9    1.894   0.0   1.67e-3 34.9    200.8     0.568    1.320      0.00
    778.3    1.3   49.2    189.0 0.156      48.2 2.13    12.00     0.092    1.607 
0.1L    :   5.13
    221.1    6.5   49.9    1.929   0.0   1.41e-3 33.9    192.9     0.527    1.320      0.00
    841.2    1.4   49.2    189.0 0.154      52.7 2.33    12.00     0.092    1.628 
0.2L    :  10.27
    181.7    6.5   49.9    2.437   0.0   1.40e-3 33.9    149.2     0.409    0.620      0.00
   1538.6    1.7   49.1    189.0 0.127      52.7 2.34    12.00     0.092    1.382 
0.3L    :  15.40
    143.3    6.5   49.9    2.604   0.0   1.87e-3 35.5    114.2     0.333    0.413      0.00
   1990.9    1.8   49.0    189.0 0.100      45.0 2.00    24.00     0.092    1.173 
0.4L    :  20.53
    105.5    6.5   49.9    2.604   0.0   2.03e-3 36.1     74.5     0.222    0.413      0.00
   2194.8    1.8   49.0    189.0 0.074      42.8 1.90    24.00     0.092    1.548 
0.5L    :  25.67
     69.7    6.5   49.9    2.604   0.0   1.51e-3 34.3     26.7     0.092    0.413      0.00
   2181.5    1.8   49.0    189.0 0.049      50.7 2.25    24.00     0.092    2.574 
0.6L    :  30.80
    105.5    6.5   49.9    2.604   0.0   2.03e-3 36.1     74.5     0.222    0.413      0.00
   2194.8    1.8   49.0    189.0 0.074      42.8 1.90    24.00     0.092    1.548 
0.7L    :  35.93
    143.3    6.5   49.9    2.604   0.0   1.87e-3 35.5    114.2     0.333    0.413      0.00
   1990.9    1.8   49.0    189.0 0.100      45.0 2.00    24.00     0.092    1.173 
0.8L    :  41.06
    181.7    6.5   49.9    2.437   0.0   1.40e-3 33.9    149.2     0.409    0.620      0.00
   1538.6    1.7   49.1    189.0 0.127      52.7 2.34    12.00     0.092    1.382 
0.9L    :  46.20
    221.1    6.5   49.9    1.929   0.0   1.41e-3 33.9    192.9     0.527    1.320      0.00
    841.2    1.4   49.2    189.0 0.154      52.7 2.33    12.00     0.092    1.628 
Critical:  46.56
    224.1    6.5   49.9    1.894   0.0   1.67e-3 34.9    200.8     0.568    1.320      0.00
    778.3    1.3   49.2    189.0 0.156      48.2 2.13    12.00     0.092    1.607 
Transfer:  48.33
    239.0    6.5   49.9    1.718   0.0   3.13e-3 40.0    233.1     0.792    1.760      0.00
    466.8    1.2   49.3    189.0 0.166      32.5 1.43    12.00     0.092    1.509 
Bearing :  50.67
    258.6    6.5   49.9    0.381   0.0   6.00e-3 50.0    267.3     1.280    2.347      0.30
      0.0    0.3   49.8     41.9 0.178      20.0 0.87    12.00     0.092    1.408 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.02
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 4
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    258.6      5.77     49.92    0.27       49.78    24.00      0.300      1.174      0.000      0.000*
Transfer:      2.33
    239.0      5.39     49.92    1.22       49.31    24.00      0.300      1.045      0.000      1.760 
Critical:      4.10
    224.2      5.06     49.92    1.34       49.25    24.00      0.300      0.936      0.000      1.320 
0.1L    :      4.47
    221.1      4.99     49.92    1.37       49.23    24.00      0.300      0.913      0.000      1.320 
0.2L    :      9.60
    181.7      4.12     49.92    1.72       49.05    24.00      0.300      0.622      0.000      0.620 
0.3L    :     14.73
    143.3      3.25     49.92    1.84       49.00    24.00      0.300      0.333      0.000      0.413 
0.4L    :     19.87
    105.5      2.39     49.92    1.84       49.00    24.00      0.300      0.048      0.000      0.413 
0.5L    :     25.00
     69.7      1.58     49.92    1.84       49.00    24.00      0.300      0.000      0.000      0.413 
0.6L    :     30.13
    105.5      2.39     49.92    1.84       49.00    24.00      0.300      0.048      0.000      0.413 
0.7L    :     35.27
    143.3      3.25     49.92    1.84       49.00    24.00      0.300      0.333      0.000      0.413 
0.8L    :     40.40
    181.7      4.12     49.92    1.72       49.05    24.00      0.300      0.622      0.000      0.620 
0.9L    :     45.53
    221.1      4.99     49.92    1.37       49.23    24.00      0.300      0.913      0.000      1.320 
Critical:     45.90
    224.2      5.06     49.92    1.34       49.25    24.00      0.300      0.936      0.000      1.320 
Transfer:     47.67
    239.0      5.39     49.92    1.22       49.31    24.00      0.300      1.045      0.000      1.760 
Bearing :     50.00
    258.6      5.77     49.92    0.27       49.78    24.00      0.300      1.174      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.47 ft
Prestress      :       0.181  1.80      0.325  2.20      0.397
Self Wt.       :      -0.043  1.85     -0.080  2.40     -0.104
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          :       0.137            0.245            0.293
 
At 0.2 x L = 9.60 ft
Prestress      :       0.323  1.80      0.581  2.20      0.711
Self Wt.       :      -0.082  1.85     -0.152  2.40     -0.197
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          :       0.241            0.429            0.513
 
At 0.3 x L = 14.73 ft
Prestress      :       0.425  1.80      0.764  2.20      0.934
Self Wt.       :      -0.113  1.85     -0.208  2.40     -0.270
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          :       0.312            0.556            0.664
 
At 0.4 x L = 19.87 ft
Prestress      :       0.486  1.80      0.874  2.20      1.068
Self Wt.       :      -0.132  1.85     -0.244  2.40     -0.317
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          :       0.354            0.630            0.752
 
At 0.5 x L = 25.00 ft
Prestress      :       0.506  1.80      0.911  2.20      1.113
Self Wt.       :      -0.139  1.85     -0.256  2.40     -0.333
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          :       0.367            0.654            0.781
 
At 0.6 x L = 30.13 ft
Prestress      :       0.486  1.80      0.874  2.20      1.068
Self Wt.       :      -0.132  1.85     -0.244  2.40     -0.317
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          :       0.354            0.630            0.752
 
At 0.7 x L = 35.27 ft
Prestress      :       0.425  1.80      0.764  2.20      0.934
Self Wt.       :      -0.113  1.85     -0.208  2.40     -0.270
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          :       0.312            0.556            0.664
 
At 0.8 x L = 40.40 ft
Prestress      :       0.323  1.80      0.581  2.20      0.711
Self Wt.       :      -0.082  1.85     -0.152  2.40     -0.197
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          :       0.241            0.429            0.513
 
At 0.9 x L = 45.53 ft
Prestress      :       0.181  1.80      0.325  2.20      0.397
Self Wt.       :      -0.043  1.85     -0.080  2.40     -0.104
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          :       0.137            0.245            0.293
 

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
   462.9    49.9  1.718  267.8    1.4   1.22   1891.0  0.104T 1.00       -       -     -     -  
H/2     :   2.22
   441.0    49.9  1.652  267.9    1.4   1.17   1819.1  0.108T 1.00       -       -     -     -  
0.1L    :   4.47
   841.2    49.9  1.929  267.6    1.6   1.37   2117.9  0.093T 1.00       -       -     -     -  
0.2L    :   9.60
  1577.2    49.9  2.437  266.9    2.0   1.72   2659.4  0.073T 1.00       -       -     -     -  
0.3L    :  14.73
  2066.8    49.9  2.604  266.7    2.2   1.84   2835.8  0.068T 1.00    745.0   745.0    3.81    -  
0.4L    :  19.87
  2355.1    49.9  2.604  266.7    2.2   1.84   2835.8  0.068T 1.00    705.5   705.5    4.02    -  
0.5L    :  25.00
  2418.6    49.9  2.604  266.7    2.2   1.84   2835.8  0.068T 1.00    691.8   691.8    4.10    -  
0.6L    :  30.13
  2355.1    49.9  2.604  266.7    2.2   1.84   2835.8  0.068T 1.00    705.5   705.5    4.02    -  
0.7L    :  35.27
  2066.8    49.9  2.604  266.7    2.2   1.84   2835.8  0.068T 1.00    745.0   745.0    3.81    -  
0.8L    :  40.40
  1577.2    49.9  2.437  266.9    2.0   1.72   2659.4  0.073T 1.00       -       -     -     -  
0.9L    :  45.53
   841.2    49.9  1.929  267.6    1.6   1.37   2117.9  0.093T 1.00       -       -     -     -  
H/2     :  47.78
   441.0    49.9  1.652  267.9    1.4   1.17   1819.1  0.108T 1.00       -       -     -     -  
Transfer:  47.67
   462.9    49.9  1.718  267.8    1.4   1.22   1891.0  0.104T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 4; Groups 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.005
        M   2.00 Fb     0.225
 
  2   2 E   6.00 Ft    -0.049
        M   6.00 Fb     0.482
 
  3   2 E   6.00 Ft    -0.093
        M   6.00 Fb     0.738
 
  4   2 E   2.00 Ft    -0.183
        M   2.00 Fb     1.033
 
  5   2 E   2.00 Ft    -0.273
        M   2.00 Fb     1.328
 
  6   2 E   2.00 Ft    -0.362
        M   2.00 Fb     1.623
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 51.33            Release Length, ft: 51.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.00 %               Final losses: 10.97 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.623     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.363       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)                  2835.84     2418.65     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   0.055     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.525     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.366    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   0.384     Midspan
    Pre.Bot:                                                             2.000   0.579    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  25.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.506  1.80      0.911  2.20      1.113
Self Wt.       :      -0.139  1.85     -0.256  2.40     -0.333
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          :       0.367            0.654            0.781
 
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   50.00
     DC  Line       0.076      0.00       0.076   50.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    25.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 51.330 ft
Release length = 51.330 ft
Design  length = 50.000 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)  : 0.837   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.909   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.002   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 5
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        691.8 in2           1409.6 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           469771 in4#
Ht. of c.g.           =        20.74 in             35.28 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1525.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9290

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     4.47     9.60    14.73    19.87    25.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    694.9    705.9    705.4    705.9    705.9    705.9    705.9    705.9
  Yb      ,  in    20.66    20.39    20.40    20.39    20.39    20.39    20.39    20.39
  MI(Ixx) , in4   179916   183166   183007   183166   183166   183166   183166   183166
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1412.6   1423.1   1422.6   1423.1   1423.1   1423.1   1423.1   1423.1
  Yb      ,  in    35.21    34.97    34.98    34.97    34.97    34.97    34.97    34.97
  MI(Ixx) , in4   472831   483471   482945   483471   483471   483471   483471   483471

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.19 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.33 in):
     8 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.917 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.896 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.100 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)       
-------------------------------------------------------------------------------------
       615.960         740 455.810      9.133 36989.762   552.168     324.916        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       4.50       0.1250      2.0000     No
      2      US#6[M19]       60.00        0.88       6.00       2.0000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      7.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.4167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      11.4167     15.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      15.1667     36.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      36.1634     39.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00      39.9134     43.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00      43.9134     46.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      46.1634     46.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      46.8301     49.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      49.3301     51.2051     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 51.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg =  3.33 in
         P_init    =      510.4 kips  Ecc = 17.41 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     7.84 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.221 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.01 ksi    0.00 ksi
    due to Composite Loads                                 -0.70 ksi    0.00 ksi
    due to Live Loads                                      -3.34 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                         6.71 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  7.84 ksi  ( 4.00 %)            13.97 ksi ( 7.13 %)
Total Prestress Losses                                    21.81 ksi (11.13 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    40.1    38.2    73.3   139.8   187.2   215.7   225.2
(Max)       V      18.0    16.3    16.4    14.8    11.1     7.4     3.7     0.0
DL-Prec.  : M       0.0     6.2     5.9    11.3    21.6    28.9    33.3    34.7
DC(Max)     V       2.8     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    44.8    42.7    81.9   156.1   209.1   240.9   251.5
Haunch (Max)V      20.1    18.2    18.3    16.5    12.4     8.3     4.1     0.0
Diaphragm : M       0.0     0.3     0.3     0.6     1.2     1.8     2.5     3.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    16.5    15.7    30.1    57.4    76.9    88.6    92.5
DC(Max)     V       7.4     6.7     6.7     6.1     4.6     3.0     1.5     0.0
DL-Comp   : M       0.0     9.1     8.7    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
LL + I    : M+      0.0   171.0   163.0   309.8   575.6   745.0   843.2   857.1
            V      94.1    87.6    87.9    81.6    68.7    55.8    41.2    28.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    94.1    87.6    87.9    81.6    69.1    57.1    45.4    34.7
            M      -0.0   173.2   165.1   309.8   554.0   702.5   753.6   724.5
Total     : M+      0.0   287.9   274.3   523.5   983.2  1291.4  1473.0  1515.2
            V     146.6   135.2   135.8   124.8   101.1    77.5    52.1    28.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   146.6   135.2   135.8   124.8   101.5    78.7    56.3    34.8
            M      -0.0   290.1   276.5   523.5   961.6  1248.9  1383.4  1382.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.78   47.67   50.00
Self wt.  : M     215.7   187.2   139.8    73.3    38.2    40.1     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.4    16.3    18.0
DL-Prec.  : M      33.3    28.9    21.6    11.3     5.9     6.2     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     240.9   209.1   156.1    81.9    42.7    44.8     0.0
Haunch (Max)V       4.1     8.3    12.4    16.5    18.3    18.2    20.1
Diaphragm : M       2.5     1.8     1.2     0.6     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      88.6    76.9    57.4    30.1    15.7    16.5     0.0
DC(Max)     V       1.5     3.0     4.6     6.1     6.7     6.7     7.4
DL-Comp   : M      48.9    42.4    31.7    16.6     8.7     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
LL + I    : M+    843.2   745.0   575.6   309.8   163.0   171.0     0.0
            V      41.2    55.8    68.7    81.6    87.9    87.6    94.1
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    45.4    57.1    69.1    81.6    87.9    87.6    94.1
            M     753.6   702.5   554.0   309.8   165.1   173.2     0.0
Total     : M+   1473.0  1291.4   983.2   523.5   274.3   287.9     0.0
            V      52.1    77.5   101.1   124.8   135.8   135.2   146.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    56.3    78.7   101.5   124.8   135.8   135.2   146.6
            M    1383.4  1248.9   961.6   523.5   276.5   290.1     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               18.0             18.0
Deck+Haunch            20.1             20.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.8              2.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.0             37.0
DL-Comp.(DW)           20.4             20.4
Live                   74.6             74.6
        Truck          58.6             58.6
        Lane           16.0             16.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    40.1    38.2    73.3   139.8   187.2   215.7   225.2
(Max)       V      18.0    16.3    16.4    14.8    11.1     7.4     3.7     0.0
DL-Prec.  : M       0.0     6.2     5.9    11.3    21.6    28.9    33.3    34.7
DC(Max)     V       2.8     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    44.8    42.7    81.9   156.1   209.1   240.9   251.5
Haunch (Max)V      20.1    18.2    18.3    16.5    12.4     8.3     4.1     0.0
Diaphragm : M       0.0     0.3     0.3     0.6     1.2     1.8     2.5     3.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    16.5    15.7    30.1    57.4    76.9    88.6    92.5
DC(Max)     V       7.4     6.7     6.7     6.1     4.6     3.0     1.5     0.0
DL-Comp   : M       0.0     9.1     8.7    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
LL + I    : M+      0.0   136.8   130.4   247.8   460.4   596.0   674.6   685.7
            V      75.3    70.0    70.3    65.3    55.0    44.7    33.0    22.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    75.3    70.0    70.3    65.3    55.3    45.7    36.3    27.8
            M      -0.0   138.5   132.1   247.8   443.2   562.0   602.8   579.6
Total     : M+      0.0   253.7   241.7   461.6   868.1  1142.4  1304.4  1343.8
            V     127.8   117.7   118.2   108.4    87.4    66.3    43.9    22.8
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   127.8   117.7   118.2   108.4    87.7    67.3    47.2    27.9
            M      -0.0   255.5   243.5   461.6   850.9  1108.4  1232.7  1237.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.78   47.67   50.00
Self wt.  : M     215.7   187.2   139.8    73.3    38.2    40.1     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.4    16.3    18.0
DL-Prec.  : M      33.3    28.9    21.6    11.3     5.9     6.2     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     240.9   209.1   156.1    81.9    42.7    44.8     0.0
Haunch (Max)V       4.1     8.3    12.4    16.5    18.3    18.2    20.1
Diaphragm : M       2.5     1.8     1.2     0.6     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      88.6    76.9    57.4    30.1    15.7    16.5     0.0
DC(Max)     V       1.5     3.0     4.6     6.1     6.7     6.7     7.4
DL-Comp   : M      48.9    42.4    31.7    16.6     8.7     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
LL + I    : M+    674.6   596.0   460.4   247.8   130.4   136.8     0.0
            V      33.0    44.7    55.0    65.3    70.3    70.0    75.3
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    36.3    45.7    55.3    65.3    70.3    70.0    75.3
            M     602.8   562.0   443.2   247.8   132.1   138.5     0.0
Total     : M+   1304.4  1142.4   868.1   461.6   241.7   253.7     0.0
            V      43.9    66.3    87.4   108.4   118.2   117.7   127.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    47.2    67.3    87.7   108.4   118.2   117.7   127.8
            M    1232.7  1108.4   850.9   461.6   243.5   255.5     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    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    50.1    47.7    91.6   174.7   234.0   269.6   281.5
(Max)       V      22.5    20.4    20.5    18.5    13.9     9.2     4.6     0.0
Self wt.  : M       0.0    36.1    34.4    66.0   125.8   168.5   194.1   202.7
(Min)       V      16.2    14.7    14.8    13.3    10.0     6.7     3.3     0.0
DL-Prec.  : M       0.0     7.7     7.4    14.1    27.0    36.1    41.6    43.4
DC(Max)     V       3.5     3.1     3.2     2.9     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     5.6     5.3    10.2    19.4    26.0    29.9    31.3
DC(Min)     V       2.5     2.3     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
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    56.0    53.3   102.3   195.1   261.4   301.1   314.4
Haunch (Max)V      25.2    22.8    22.9    20.7    15.5    10.3     5.2     0.0
Deck +    : M       0.0    40.3    38.4    73.7   140.5   188.2   216.8   226.4
Haunch (Min)V      18.1    16.4    16.5    14.9    11.2     7.4     3.7     0.0
Diaphragm : M       0.0     0.4     0.3     0.7     1.5     2.3     3.1     3.9
(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     0.5     1.1     1.7     2.2     2.8
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    20.6    19.6    37.6    71.8    96.1   110.8   115.6
DC(Max)     V       9.3     8.4     8.4     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    14.8    14.1    27.1    51.7    69.2    79.7    83.2
DC(Min)     V       6.7     6.0     6.1     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0    13.6    13.0    24.9    47.5    63.7    73.3    76.6
DW(Max)     V       6.1     5.6     5.6     5.0     3.8     2.5     1.3     0.0
DL-Comp   : M       0.0     5.9     5.6    10.8    20.6    27.6    31.8    33.2
DW(Min)     V       2.7     2.4     2.4     2.2     1.6     1.1     0.5     0.0
LL + I    : M+      0.0   299.2   285.2   542.1  1007.2  1303.7  1475.6  1500.0
            V     164.6   153.2   153.8   142.8   120.3    97.7    72.2    49.6
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   164.6   153.2   153.8   142.8   120.9    99.9    79.5    60.7
            M      -0.0   303.1   289.0   542.1   969.4  1229.4  1318.7  1267.9
Total     : M+      0.0   447.7   426.6   813.5  1524.7  1997.3  2275.1  2335.4
            V     231.3   213.7   214.6   197.6   161.4   125.2    86.0    49.8
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   231.3   213.7   214.6   197.6   162.1   127.4    93.3    60.9
            M      -0.0   451.5   430.4   813.5  1487.0  1923.0  2118.3  2103.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.78   47.67   50.00
Self wt.  : M     269.6   234.0   174.7    91.6    47.7    50.1     0.0
(Max)       V       4.6     9.2    13.9    18.5    20.5    20.4    22.5
Self wt.  : M     194.1   168.5   125.8    66.0    34.4    36.1     0.0
(Min)       V       3.3     6.7    10.0    13.3    14.8    14.7    16.2
DL-Prec.  : M      41.6    36.1    27.0    14.1     7.4     7.7     0.0
DC(Max)     V       0.7     1.4     2.1     2.9     3.2     3.1     3.5
DL-Prec.  : M      29.9    26.0    19.4    10.2     5.3     5.6     0.0
DC(Min)     V       0.5     1.0     1.5     2.1     2.3     2.3     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     301.1   261.4   195.1   102.3    53.3    56.0     0.0
Haunch (Max)V       5.2    10.3    15.5    20.7    22.9    22.8    25.2
Deck +    : M     216.8   188.2   140.5    73.7    38.4    40.3     0.0
Haunch (Min)V       3.7     7.4    11.2    14.9    16.5    16.4    18.1
Diaphragm : M       3.1     2.3     1.5     0.7     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.2     1.7     1.1     0.5     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     110.8    96.1    71.8    37.6    19.6    20.6     0.0
DC(Max)     V       1.9     3.8     5.7     7.6     8.4     8.4     9.3
DL-Comp   : M      79.7    69.2    51.7    27.1    14.1    14.8     0.0
DC(Min)     V       1.4     2.7     4.1     5.5     6.1     6.0     6.7
DL-Comp   : M      73.3    63.7    47.5    24.9    13.0    13.6     0.0
DW(Max)     V       1.3     2.5     3.8     5.0     5.6     5.6     6.1
DL-Comp   : M      31.8    27.6    20.6    10.8     5.6     5.9     0.0
DW(Min)     V       0.5     1.1     1.6     2.2     2.4     2.4     2.7
LL + I    : M+   1475.6  1303.7  1007.2   542.1   285.2   299.2     0.0
            V      72.2    97.7   120.3   142.8   153.8   153.2   164.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    79.5    99.9   120.9   142.8   153.8   153.2   164.6
            M    1318.7  1229.4   969.4   542.1   289.0   303.1     0.0
Total     : M+   2275.1  1997.3  1524.7   813.5   426.6   447.7     0.0
            V      86.0   125.2   161.4   197.6   214.6   213.7   231.3
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    93.3   127.4   162.1   197.6   214.6   213.7   231.3
            M    2118.3  1923.0  1487.0   813.5   430.4   451.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               22.5             22.5
Deck+Haunch            25.2             25.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.5              3.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           46.3             46.3
DL-Comp.(DW)           30.6             30.6
Live                  130.5            130.5
        Truck         102.5            102.5
        Lane           28.0             28.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    40.1    38.2    73.3   139.8   187.2   215.7   225.2
(Max)       V      18.0    16.3    16.4    14.8    11.1     7.4     3.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.2     5.9    11.3    21.6    28.9    33.3    34.7
DC(Max)     V       2.8     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    44.8    42.7    81.9   156.1   209.1   240.9   251.5
Haunch (Max)V      20.1    18.2    18.3    16.5    12.4     8.3     4.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     0.6     1.2     1.8     2.5     3.1
(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    16.5    15.7    30.1    57.4    76.9    88.6    92.5
DC(Max)     V       7.4     6.7     6.7     6.1     4.6     3.0     1.5     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     9.1     8.7    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     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   155.2   148.0   277.4   494.7   616.4   696.1   714.9
            V      92.3    84.7    85.1    77.8    64.5    51.3    43.9    35.8
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    92.3    84.7    85.1    77.8    64.5    51.9    43.9    35.8
            M       0.0   155.2   148.0   277.4   494.7   611.1   696.1   714.9
Total     : M+      0.0   272.1   259.4   491.2   902.3  1162.8  1325.9  1373.0
            V     144.8   132.3   132.9   120.9    96.9    72.9    54.8    35.9
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   144.8   132.3   132.9   120.9    96.9    73.6    54.8    35.9
            M       0.0   272.1   259.4   491.2   902.3  1157.5  1325.9  1373.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.78   47.67   50.00
Self wt.  : M     215.7   187.2   139.8    73.3    38.2    40.1     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.4    16.3    18.0
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      33.3    28.9    21.6    11.3     5.9     6.2     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     240.9   209.1   156.1    81.9    42.7    44.8     0.0
Haunch (Max)V       4.1     8.3    12.4    16.5    18.3    18.2    20.1
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       2.5     1.8     1.2     0.6     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      88.6    76.9    57.4    30.1    15.7    16.5     0.0
DC(Max)     V       1.5     3.0     4.6     6.1     6.7     6.7     7.4
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      48.9    42.4    31.7    16.6     8.7     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
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+    696.1   616.4   494.7   277.4   148.0   155.2     0.0
            V      43.9    51.3    64.5    77.8    85.1    84.7    92.3
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    43.9    51.9    64.5    77.8    85.1    84.7    92.3
            M     696.1   611.1   494.7   277.4   148.0   155.2     0.0
Total     : M+   1325.9  1162.8   902.3   491.2   259.4   272.1     0.0
            V      54.8    72.9    96.9   120.9   132.9   132.3   144.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    54.8    73.6    96.9   120.9   132.9   132.3   144.8
            M    1325.9  1157.5   902.3   491.2   259.4   272.1     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.13   10.27   15.40   20.53   25.67   17.97
 
Beam-Self
Precast-top    0.084   0.138   0.245   0.321   0.367   0.383   0.348 
Bottom        -0.070  -0.114  -0.203  -0.266  -0.304  -0.317  -0.289 
 
Prestress
Precast-top   -0.447  -0.447  -0.447  -0.447  -0.447  -0.447  -0.447 
Bottom         1.692   1.692   1.692   1.692   1.692   1.692   1.692 
 
Total
Precast-top   -0.363  -0.309  -0.202  -0.125  -0.079  -0.064  -0.099 
Bottom         1.623   1.578   1.490   1.426   1.388   1.375   1.404 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.21 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.011   0.010   0.020   0.038   0.050   0.058   0.061 
Precast-top   -0.092  -0.247  -0.240  -0.120   0.135   0.317   0.427   0.464 
Bottom         0.348   1.375   1.326   1.256   1.017   0.846   0.742   0.708 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.13   10.27   15.40   20.53   25.67   17.97
 
Beam-Self
Precast-top    0.084   0.138   0.245   0.321   0.367   0.383   0.348 
Bottom        -0.070  -0.114  -0.203  -0.266  -0.304  -0.317  -0.289 
 
Prestress
Precast-top   -0.447  -0.447  -0.447  -0.447  -0.447  -0.447  -0.447 
Bottom         1.692   1.692   1.692   1.692   1.692   1.692   1.692 
 
Total
Precast-top   -0.363  -0.309  -0.202  -0.125  -0.079  -0.064  -0.099 
Bottom         1.623   1.578   1.490   1.426   1.388   1.375   1.404 
 
As_top  , in2  1.417   1.135   0.595   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.21 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    4.47    9.60   14.73   19.87   25.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.071   0.068   0.127   0.227   0.285   0.322   0.332 
Precast-top   -0.046  -0.085  -0.083   0.009   0.190   0.312   0.387   0.410 
Bottom         0.174   0.553   0.534   0.387   0.079  -0.112  -0.233  -0.267 
 

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
    231.3    6.5   49.9    0.382   0.0   6.00e-3 50.0    237.0     1.135    2.347      0.08
      0.0    0.3   49.8     41.9 0.159      20.0 0.87    12.00     0.092    1.573 
Transfer:   3.00
    213.7    6.5   49.9    1.721   0.0   2.08e-3 36.3    195.0     0.582    1.760      0.00
    451.5    1.4   49.2    189.0 0.148      42.4 1.87    12.00     0.092    1.684 
Critical:   4.76
    200.3    6.5   49.9    1.896   0.0   0.78e-3 31.7    154.3     0.388    1.320      0.00
    751.5    1.5   49.2    189.0 0.139      68.3 3.03    12.00     0.092    1.794 
0.1L    :   5.13
    197.6    6.5   49.9    1.932   0.0   0.56e-3 31.0    143.4     0.350    1.320      0.00
    813.5    1.6   49.1    189.0 0.137      76.2 3.37    12.00     0.092    1.818 
0.2L    :  10.27
    162.1    6.5   49.9    2.441   0.0   0.94e-3 32.3    116.8     0.302    0.620      0.00
   1487.0    2.0   48.9    189.0 0.113      63.3 2.81    24.00     0.092    1.684 
0.3L    :  15.40
    127.4    6.5   49.9    2.604   0.0   1.45e-3 34.1     89.9     0.249    0.413      0.00
   1923.0    2.1   48.9    189.0 0.089      51.7 2.30    24.00     0.092    1.420 
0.4L    :  20.53
     93.3    6.5   49.9    2.604   0.0   1.63e-3 34.7     55.3     0.157    0.413      0.00
   2118.3    2.1   48.9    189.0 0.065      48.4 2.16    24.00     0.092    1.873 
0.5L    :  25.67
     60.9    6.5   49.9    2.604   0.0   1.15e-3 33.0      9.8     0.092    0.413      0.00
   2103.3    2.1   48.9    189.0 0.043      57.9 2.58    24.00     0.092    3.153 
0.6L    :  30.80
     93.3    6.5   49.9    2.604   0.0   1.63e-3 34.7     55.3     0.157    0.413      0.00
   2118.3    2.1   48.9    189.0 0.065      48.4 2.16    24.00     0.092    1.873 
0.7L    :  35.93
    127.4    6.5   49.9    2.604   0.0   1.45e-3 34.1     89.9     0.249    0.413      0.00
   1923.0    2.1   48.9    189.0 0.089      51.7 2.30    24.00     0.092    1.420 
0.8L    :  41.06
    162.1    6.5   49.9    2.441   0.0   0.94e-3 32.3    116.8     0.302    0.620      0.00
   1487.0    2.0   48.9    189.0 0.113      63.3 2.81    24.00     0.092    1.684 
0.9L    :  46.20
    197.6    6.5   49.9    1.932   0.0   0.56e-3 31.0    143.4     0.350    1.320      0.00
    813.5    1.6   49.1    189.0 0.137      76.2 3.37    12.00     0.092    1.818 
Critical:  46.57
    200.3    6.5   49.9    1.896   0.0   0.78e-3 31.7    154.3     0.388    1.320      0.00
    751.5    1.5   49.2    189.0 0.139      68.3 3.03    12.00     0.092    1.794 
Transfer:  48.33
    213.7    6.5   49.9    1.721   0.0   2.08e-3 36.3    195.0     0.582    1.760      0.00
    451.5    1.4   49.2    189.0 0.148      42.4 1.87    12.00     0.092    1.684 
Bearing :  50.67
    231.3    6.5   49.9    0.382   0.0   6.00e-3 50.0    237.0     1.135    2.347      0.08
      0.0    0.3   49.8     41.9 0.159      20.0 0.87    12.00     0.092    1.573 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.02
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 5
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    231.3      5.16     49.92    0.31       49.76    24.00      0.300      0.972      0.000      0.000*
Transfer:      2.33
    213.7      4.82     49.92    1.39       49.22    24.00      0.300      0.858      0.000      1.760 
Critical:      4.10
    200.4      4.53     49.92    1.53       49.15    24.00      0.300      0.760      0.000      1.320 
0.1L    :      4.47
    197.6      4.47     49.92    1.56       49.14    24.00      0.300      0.739      0.000      1.320 
0.2L    :      9.60
    162.1      3.68     49.92    1.96       48.94    24.00      0.300      0.477      0.000      0.620 
0.3L    :     14.73
    127.4      2.90     49.92    2.09       48.87    24.00      0.300      0.216      0.000      0.413 
0.4L    :     19.87
     93.3      2.12     49.92    2.09       48.87    24.00      0.300      0.000      0.000      0.413 
0.5L    :     25.00
     60.9      1.38     49.92    2.09       48.87    24.00      0.300      0.000      0.000      0.413 
0.6L    :     30.13
     93.3      2.12     49.92    2.09       48.87    24.00      0.300      0.000      0.000      0.413 
0.7L    :     35.27
    127.4      2.90     49.92    2.09       48.87    24.00      0.300      0.216      0.000      0.413 
0.8L    :     40.40
    162.1      3.68     49.92    1.96       48.94    24.00      0.300      0.477      0.000      0.620 
0.9L    :     45.53
    197.6      4.47     49.92    1.56       49.14    24.00      0.300      0.739      0.000      1.320 
Critical:     45.90
    200.4      4.53     49.92    1.53       49.15    24.00      0.300      0.760      0.000      1.320 
Transfer:     47.67
    213.7      4.82     49.92    1.39       49.22    24.00      0.300      0.858      0.000      1.760 
Bearing :     50.00
    231.3      5.16     49.92    0.31       49.76    24.00      0.300      0.972      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.47 ft
Prestress      :       0.181  1.80      0.325  2.20      0.397
Self Wt.       :      -0.043  1.85     -0.080  2.40     -0.104
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          :       0.137            0.245            0.293
 
At 0.2 x L = 9.60 ft
Prestress      :       0.323  1.80      0.581  2.20      0.711
Self Wt.       :      -0.082  1.85     -0.152  2.40     -0.197
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          :       0.241            0.429            0.513
 
At 0.3 x L = 14.73 ft
Prestress      :       0.425  1.80      0.764  2.20      0.934
Self Wt.       :      -0.113  1.85     -0.208  2.40     -0.270
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          :       0.312            0.556            0.664
 
At 0.4 x L = 19.87 ft
Prestress      :       0.486  1.80      0.874  2.20      1.068
Self Wt.       :      -0.132  1.85     -0.244  2.40     -0.317
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          :       0.354            0.630            0.752
 
At 0.5 x L = 25.00 ft
Prestress      :       0.506  1.80      0.911  2.20      1.113
Self Wt.       :      -0.139  1.85     -0.256  2.40     -0.333
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          :       0.367            0.654            0.781
 
At 0.6 x L = 30.13 ft
Prestress      :       0.486  1.80      0.874  2.20      1.068
Self Wt.       :      -0.132  1.85     -0.244  2.40     -0.317
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          :       0.354            0.630            0.752
 
At 0.7 x L = 35.27 ft
Prestress      :       0.425  1.80      0.764  2.20      0.934
Self Wt.       :      -0.113  1.85     -0.208  2.40     -0.270
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          :       0.312            0.556            0.664
 
At 0.8 x L = 40.40 ft
Prestress      :       0.323  1.80      0.581  2.20      0.711
Self Wt.       :      -0.082  1.85     -0.152  2.40     -0.197
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          :       0.241            0.429            0.513
 
At 0.9 x L = 45.53 ft
Prestress      :       0.181  1.80      0.325  2.20      0.397
Self Wt.       :      -0.043  1.85     -0.080  2.40     -0.104
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          :       0.137            0.245            0.293
 

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
   447.7    49.9  1.721  267.5    1.6   1.39   1888.8  0.091T 1.00       -       -     -     -  
H/2     :   2.22
   426.6    49.9  1.655  267.6    1.6   1.34   1817.2  0.095T 1.00       -       -     -     -  
0.1L    :   4.47
   813.5    49.9  1.932  267.2    1.8   1.56   2114.5  0.081T 1.00       -       -     -     -  
0.2L    :   9.60
  1524.7    49.9  2.441  266.5    2.3   1.96   2652.4  0.064T 1.00       -       -     -     -  
0.3L    :  14.73
  1997.3    49.9  2.604  266.3    2.5   2.09   2823.8  0.059T 1.00    759.0   759.0    3.72    -  
0.4L    :  19.87
  2275.1    49.9  2.604  266.3    2.5   2.09   2823.8  0.059T 1.00    723.8   723.8    3.90    -  
0.5L    :  25.00
  2335.4    49.9  2.604  266.3    2.5   2.09   2823.8  0.059T 1.00    711.8   711.8    3.97    -  
0.6L    :  30.13
  2275.1    49.9  2.604  266.3    2.5   2.09   2823.8  0.059T 1.00    723.8   723.8    3.90    -  
0.7L    :  35.27
  1997.3    49.9  2.604  266.3    2.5   2.09   2823.8  0.059T 1.00    759.0   759.0    3.72    -  
0.8L    :  40.40
  1524.7    49.9  2.441  266.5    2.3   1.96   2652.4  0.064T 1.00       -       -     -     -  
0.9L    :  45.53
   813.5    49.9  1.932  267.2    1.8   1.56   2114.5  0.081T 1.00       -       -     -     -  
H/2     :  47.78
   426.6    49.9  1.655  267.6    1.6   1.34   1817.2  0.095T 1.00       -       -     -     -  
Transfer:  47.67
   447.7    49.9  1.721  267.5    1.6   1.39   1888.8  0.091T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 5; Groups 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.005
        M   2.00 Fb     0.225
 
  2   2 E   6.00 Ft    -0.049
        M   6.00 Fb     0.482
 
  3   2 E   6.00 Ft    -0.093
        M   6.00 Fb     0.738
 
  4   2 E   2.00 Ft    -0.183
        M   2.00 Fb     1.033
 
  5   2 E   2.00 Ft    -0.273
        M   2.00 Fb     1.328
 
  6   2 E   2.00 Ft    -0.362
        M   2.00 Fb     1.623
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 51.33            Release Length, ft: 51.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.00 %               Final losses: 11.13 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.623     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.363       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)                  2823.82     2335.37     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.061     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.464     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.375    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   0.410     Midspan
    Pre.Bot:                                                             2.000   0.553    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  25.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.506  1.80      0.911  2.20      1.113
Self Wt.       :      -0.139  1.85     -0.256  2.40     -0.333
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          :       0.367            0.654            0.781
 
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

