 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTC110 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 110 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) Hold-down points are at 0.4*(total length of beam)
                     (9) The beam lifting and supporting points are both assumed are 3.833 feet and 12 feet from 
                     the girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 7.5 ksi and 9 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_3d89.tmp\BTC110-0_40\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 =   2265783.00
 
SPAN DATA
---------
Precast length    , ft =    111.330
Bearing-to-bearing, ft =    110.000
Release span      , ft =    111.330
 
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      =      9.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5575.240        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      7.500 
Eci ,ksi      =   5249.690
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.40L
     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  110.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052  110.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076  110.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  110.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087  110.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  110.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087  110.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  110.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087  110.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  110.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076  110.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   55.000
   1    2        0.500   55.000
   1    3        0.500   55.000
   1    4        0.500   55.000
   1    5        0.250   55.000
 
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  110.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  110.00   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   0.039*     0.045 NG     
 
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              7.50 ksi 
  Elasticity          5249.7 ksi 
  Max comp              4.88 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.66 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      9.00 ksi    4.00 ksi 
  Elasticity 5575.24 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    5.40 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.05 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    3.60 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.57 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    7.50        9.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    7.50        9.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    7.50        9.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    7.50        9.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    7.50        9.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 46 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 44.53 ft from member end )
 
END PATTERN (Ycg = 10.26 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
  2 @ 36.000 in  2 @ 38.000 in  2 @ 40.000 in  2 @ 42.000 in 
 
MID PATTERN (Ycg = 4.35 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 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    2.25   0.1250   1.2500 No        
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.5000 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.5000   2.9167 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.9167   4.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.9167  14.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  22.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.6667  30.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  30.1667  81.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  81.1634  88.6634 Yes       
       2 US#5[M16]  60.0  0.62   12.00  88.6634  96.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00  96.6634 106.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00 106.4134 108.4134 Yes       
       2 US#6[M19]  60.0  0.88    5.00 108.4134 108.8301 Yes       
       2 US#6[M19]  60.0  0.88    3.00 108.8301 110.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 110.0801 111.2051 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 111.3300       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:
 46 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 44.53 ft from member end )
 
END PATTERN (Ycg = 10.26 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
  2 @ 36.000 in  2 @ 38.000 in  2 @ 40.000 in  2 @ 42.000 in 
 
MID PATTERN (Ycg = 4.35 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 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    2.25   0.1250   1.2500 No        
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.5000 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.5000   2.9167 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.9167   4.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.9167  14.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  22.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.6667  30.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  30.1667  81.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  81.1634  88.6634 Yes       
       2 US#5[M16]  60.0  0.62   12.00  88.6634  96.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00  96.6634 106.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00 106.4134 108.4134 Yes       
       2 US#6[M19]  60.0  0.88    5.00 108.4134 108.8301 Yes       
       2 US#6[M19]  60.0  0.88    3.00 108.8301 110.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 110.0801 111.2051 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 111.3300       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:
 46 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 44.53 ft from member end )
 
END PATTERN (Ycg = 10.26 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
  2 @ 36.000 in  2 @ 38.000 in  2 @ 40.000 in  2 @ 42.000 in 
 
MID PATTERN (Ycg = 4.35 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 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    2.25   0.1250   1.2500 No        
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.5000 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.5000   2.9167 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.9167   4.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.9167  14.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  22.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.6667  30.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  30.1667  81.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  81.1634  88.6634 Yes       
       2 US#5[M16]  60.0  0.62   12.00  88.6634  96.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00  96.6634 106.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00 106.4134 108.4134 Yes       
       2 US#6[M19]  60.0  0.88    5.00 108.4134 108.8301 Yes       
       2 US#6[M19]  60.0  0.88    3.00 108.8301 110.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 110.0801 111.2051 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 111.3300       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:
 46 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 44.53 ft from member end )
 
END PATTERN (Ycg = 10.26 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
  2 @ 36.000 in  2 @ 38.000 in  2 @ 40.000 in  2 @ 42.000 in 
 
MID PATTERN (Ycg = 4.35 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 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    2.25   0.1250   1.2500 No        
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.5000 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.5000   2.9167 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.9167   4.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.9167  14.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  22.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.6667  30.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  30.1667  81.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  81.1634  88.6634 Yes       
       2 US#5[M16]  60.0  0.62   12.00  88.6634  96.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00  96.6634 106.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00 106.4134 108.4134 Yes       
       2 US#6[M19]  60.0  0.88    5.00 108.4134 108.8301 Yes       
       2 US#6[M19]  60.0  0.88    3.00 108.8301 110.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 110.0801 111.2051 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 111.3300       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:
 46 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 44.53 ft from member end )
 
END PATTERN (Ycg = 10.26 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
  2 @ 36.000 in  2 @ 38.000 in  2 @ 40.000 in  2 @ 42.000 in 
 
MID PATTERN (Ycg = 4.35 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 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    2.25   0.1250   1.2500 No        
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.5000 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.5000   2.9167 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.9167   4.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.9167  14.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  22.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.6667  30.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  30.1667  81.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  81.1634  88.6634 Yes       
       2 US#5[M16]  60.0  0.62   12.00  88.6634  96.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00  96.6634 106.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00 106.4134 108.4134 Yes       
       2 US#6[M19]  60.0  0.88    5.00 108.4134 108.8301 Yes       
       2 US#6[M19]  60.0  0.88    3.00 108.8301 110.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 110.0801 111.2051 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 111.3300       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  110.00
     DC  Line       0.052      0.00       0.052  110.00
     DC  Line       0.076      0.00       0.076  110.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    55.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 111.330 ft
Release length = 111.330 ft
Design  length = 110.000 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)  : 0.688   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.945   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.041   (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           1283.0 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           441818 in4#
Ht. of c.g.           =        20.74 in             33.89 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 = 0.7652

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    10.47    21.60    32.73    43.87    55.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    701.6    736.0    734.3    736.0    736.0    736.0    736.0    736.0
  Yb      ,  in    20.59    20.09    20.11    20.02    19.93    19.84    19.76    19.76
  MI(Ixx) , in4   180050   183888   183695   184912   186472   188214   190137   190137
Composite: (At Final, using Ec =  5575.2 ksi )
  Area    , in2   1292.1   1324.1   1322.5   1324.1   1324.1   1324.1   1324.1   1324.1
  Yb      ,  in    33.73    33.15    33.18    33.11    33.07    33.02    32.98    32.98
  MI(Ixx) , in4   446902   464786   463894   466897   469936   473150   476537   476537

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.00 ksi           4.00 ksi
  Elasticity         =    5575.24 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.40 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.05 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           =       3.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.57 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  46 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 44.53 ft from member end )
END PATTERN (Ycg = 10.26 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in
     2 @ 36.000 in     2 @ 38.000 in     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.35 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 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     =    9.98 in2      Initial Pull          =     1956.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.428 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.285 ft
Holddown Force        =  21.607 kips     Beam Shrtng (PL/AE)   =      0.678 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)       
--------------------------------------------------------------------------------------
      5122.620         740 3790.739     19.809 80227.352  1131.618     704.712        
 
 
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       2.25       0.1250      1.2500     No
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.5000      2.9167    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.9167      4.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.9167     14.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     22.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.6667     30.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      30.1667     81.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      81.1634     88.6634    Yes
      2      US#5[M16]       60.00        0.62      12.00      88.6634     96.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00      96.6634    106.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00     106.4134    108.4134    Yes
      2      US#6[M19]       60.00        0.88       5.00     108.4134    108.8301    Yes
      2      US#6[M19]       60.00        0.88       3.00     108.8301    110.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     110.0801    111.2051     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 111.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.9820 in2       Ycg =  4.35 in
         P_init    =     1956.7 kips  Ecc = 16.39 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.22 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.540 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.31 ksi    0.00 ksi
    due to Composite Loads                                 -2.56 ksi    0.00 ksi
    due to Live Loads                                      -7.62 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                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        16.64 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.22 ksi  ( 9.80 %)             8.61 ksi ( 4.39 %)
Total Prestress Losses                                    27.83 ksi (14.20 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    90.6    86.2   375.4   688.0   911.3  1045.3  1089.9
(Max)       V      39.6    38.0    38.0    32.1    24.1    16.0     8.0     0.0
DL-Prec.  : M       0.0    20.5    19.5    85.0   155.8   206.3   236.7   246.8
DC(Max)     V       9.0     8.6     8.6     7.3     5.4     3.6     1.8     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   101.2    96.2   419.3   768.4  1017.8  1167.4  1217.3
Haunch (Max)V      44.3    42.4    42.5    35.8    26.9    17.9     9.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.3     2.7     4.1     5.5     6.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.2    35.4   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.6    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    19.5    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   223.3   212.4   920.5  1672.4  2190.2  2498.5  2583.3
            V     127.9   124.1   124.3   111.0    93.6    76.2    51.9    34.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   127.9   124.1   124.3   111.0    94.8    79.3    64.6    50.6
            M      -0.0   220.3   209.6   892.5  1572.8  1994.4  2176.0  2136.5
Total     : M+      0.0   493.5   469.5  2040.8  3725.8  4910.6  5619.7  5839.0
            V     246.2   237.4   237.8   206.7   165.4   124.1    76.0    34.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   246.2   237.4   237.8   206.8   166.6   127.3    88.6    50.7
            M      -0.0   490.6   466.7  2012.8  3626.3  4714.8  5297.2  5392.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.78  107.67  110.00
Self wt.  : M    1045.3   911.3   688.0   375.4    86.2    90.6     0.0
(Max)       V       8.0    16.0    24.1    32.1    38.0    38.0    39.6
DL-Prec.  : M     236.7   206.3   155.8    85.0    19.5    20.5     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.6     8.6     9.0
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    1167.4  1017.8   768.4   419.3    96.2   101.2     0.0
Haunch (Max)V       9.0    17.9    26.9    35.8    42.5    42.4    44.3
Diaphragm : M       5.5     4.1     2.7     1.3     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     429.4   374.3   282.6   154.2    35.4    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.6    15.6    16.3
DL-Comp   : M     236.9   206.6   155.9    85.1    19.5    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
LL + I    : M+   2498.5  2190.2  1672.4   920.5   212.4   223.3     0.0
            V      51.9    76.2    93.6   111.0   124.3   124.1   127.9
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    64.6    79.3    94.8   111.0   124.3   124.1   127.9
            M    2176.0  1994.4  1572.8   892.5   209.6   220.3    -0.0
Total     : M+   5619.7  4910.6  3725.8  2040.8   469.5   493.5     0.0
            V      76.0   124.1   165.4   206.7   237.8   237.4   246.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    88.6   127.3   166.6   206.8   237.8   237.4   246.2
            M    5297.2  4714.8  3626.3  2012.8   466.7   490.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.6             39.6
Deck+Haunch            44.3             44.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            9.0              9.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           81.4             81.4
DL-Comp.(DW)           44.9             44.9
Live                  101.1            101.1
        Truck          65.9             65.9
        Lane           35.2             35.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    90.6    86.2   375.4   688.0   911.3  1045.3  1089.9
(Max)       V      39.6    38.0    38.0    32.1    24.1    16.0     8.0     0.0
DL-Prec.  : M       0.0    20.5    19.5    85.0   155.8   206.3   236.7   246.8
DC(Max)     V       9.0     8.6     8.6     7.3     5.4     3.6     1.8     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   101.2    96.2   419.3   768.4  1017.8  1167.4  1217.3
Haunch (Max)V      44.3    42.4    42.5    35.8    26.9    17.9     9.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.3     2.7     4.1     5.5     6.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.2    35.4   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.6    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    19.5    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   178.6   169.9   736.4  1337.9  1752.2  1998.8  2066.7
            V     102.3    99.3    99.5    88.8    74.9    60.9    41.6    27.6
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   102.3    99.3    99.5    88.8    75.8    63.4    51.7    40.4
            M      -0.0   176.3   167.7   714.0  1258.3  1595.5  1740.8  1709.2
Total     : M+      0.0   448.9   427.0  1856.7  3391.4  4472.6  5120.0  5322.3
            V     220.6   212.6   213.0   184.5   146.7   108.9    65.6    27.8
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   220.6   212.6   213.0   184.6   147.7   111.4    75.7    40.6
            M      -0.0   446.5   424.8  1834.3  3311.7  4315.9  4862.0  4964.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.78  107.67  110.00
Self wt.  : M    1045.3   911.3   688.0   375.4    86.2    90.6     0.0
(Max)       V       8.0    16.0    24.1    32.1    38.0    38.0    39.6
DL-Prec.  : M     236.7   206.3   155.8    85.0    19.5    20.5     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.6     8.6     9.0
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    1167.4  1017.8   768.4   419.3    96.2   101.2     0.0
Haunch (Max)V       9.0    17.9    26.9    35.8    42.5    42.4    44.3
Diaphragm : M       5.5     4.1     2.7     1.3     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     429.4   374.3   282.6   154.2    35.4    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.6    15.6    16.3
DL-Comp   : M     236.9   206.6   155.9    85.1    19.5    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
LL + I    : M+   1998.8  1752.2  1337.9   736.4   169.9   178.6     0.0
            V      41.6    60.9    74.9    88.8    99.5    99.3   102.3
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    51.7    63.4    75.8    88.8    99.5    99.3   102.3
            M    1740.8  1595.5  1258.3   714.0   167.7   176.3    -0.0
Total     : M+   5120.0  4472.6  3391.4  1856.7   427.0   448.9     0.0
            V      65.6   108.9   146.7   184.5   213.0   212.6   220.6
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    75.7   111.4   147.7   184.6   213.0   212.6   220.6
            M    4862.0  4315.9  3311.7  1834.3   424.8   446.5    -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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   113.2   107.7   469.3   860.0  1139.1  1306.6  1362.4
(Max)       V      49.5    47.4    47.5    40.1    30.1    20.1    10.0     0.0
Self wt.  : M       0.0    81.5    77.5   337.9   619.2   820.2   940.8   981.0
(Min)       V      35.7    34.2    34.2    28.9    21.7    14.4     7.2     0.0
DL-Prec.  : M       0.0    25.6    24.4   106.3   194.7   257.9   295.9   308.5
DC(Max)     V      11.2    10.7    10.8     9.1     6.8     4.5     2.3     0.0
DL-Prec.  : M       0.0    18.5    17.6    76.5   140.2   185.7   213.0   222.1
DC(Min)     V       8.1     7.7     7.8     6.5     4.9     3.3     1.6     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   126.5   120.3   524.1   960.5  1272.2  1459.3  1521.6
Haunch (Max)V      55.3    53.0    53.1    44.8    33.6    22.4    11.2     0.0
Deck +    : M       0.0    91.0    86.6   377.3   691.6   916.0  1050.7  1095.6
Haunch (Min)V      39.8    38.1    38.2    32.3    24.2    16.1     8.1     0.0
Diaphragm : M       0.0     0.4     0.3     1.6     3.4     5.1     6.9     8.6
(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     1.2     2.4     3.7     4.9     6.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    46.5    44.2   192.8   353.3   467.9   536.7   559.6
DC(Max)     V      20.4    19.5    19.5    16.5    12.4     8.2     4.1     0.0
DL-Comp   : M       0.0    33.5    31.9   138.8   254.3   336.9   386.4   402.9
DC(Min)     V      14.7    14.0    14.1    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    30.8    29.3   127.6   233.9   309.8   355.4   370.6
DW(Max)     V      13.5    12.9    12.9    10.9     8.2     5.5     2.7     0.0
DL-Comp   : M       0.0    13.3    12.7    55.3   101.4   134.3   154.0   160.6
DW(Min)     V       5.8     5.6     5.6     4.7     3.5     2.4     1.2     0.0
LL + I    : M+      0.0   390.7   371.7  1610.8  2926.6  3832.9  4372.4  4520.8
            V     223.8   217.2   217.6   194.2   163.8   133.3    90.9    60.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   223.8   217.2   217.6   194.2   165.9   138.8   113.0    88.5
            M      -0.0   385.6   366.9  1561.9  2752.4  3490.2  3808.0  3738.9
Total     : M+      0.0   733.7   697.9  3032.5  5532.5  7285.0  8333.1  8652.2
            V     373.9   360.9   361.6   315.7   254.9   194.2   121.4    60.6
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   373.9   360.9   361.6   315.7   257.0   199.6   143.5    88.6
            M      -0.0   728.6   693.1  2983.5  5358.3  6942.3  7768.7  7870.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.78  107.67  110.00
Self wt.  : M    1306.6  1139.1   860.0   469.3   107.7   113.2     0.0
(Max)       V      10.0    20.1    30.1    40.1    47.5    47.4    49.5
Self wt.  : M     940.8   820.2   619.2   337.9    77.5    81.5     0.0
(Min)       V       7.2    14.4    21.7    28.9    34.2    34.2    35.7
DL-Prec.  : M     295.9   257.9   194.7   106.3    24.4    25.6     0.0
DC(Max)     V       2.3     4.5     6.8     9.1    10.8    10.7    11.2
DL-Prec.  : M     213.0   185.7   140.2    76.5    17.6    18.5     0.0
DC(Min)     V       1.6     3.3     4.9     6.5     7.8     7.7     8.1
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
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    1459.3  1272.2   960.5   524.1   120.3   126.5     0.0
Haunch (Max)V      11.2    22.4    33.6    44.8    53.1    53.0    55.3
Deck +    : M    1050.7   916.0   691.6   377.3    86.6    91.0     0.0
Haunch (Min)V       8.1    16.1    24.2    32.3    38.2    38.1    39.8
Diaphragm : M       6.9     5.1     3.4     1.6     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.9     3.7     2.4     1.2     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     536.7   467.9   353.3   192.8    44.2    46.5     0.0
DC(Max)     V       4.1     8.2    12.4    16.5    19.5    19.5    20.4
DL-Comp   : M     386.4   336.9   254.3   138.8    31.9    33.5     0.0
DC(Min)     V       3.0     5.9     8.9    11.9    14.1    14.0    14.7
DL-Comp   : M     355.4   309.8   233.9   127.6    29.3    30.8     0.0
DW(Max)     V       2.7     5.5     8.2    10.9    12.9    12.9    13.5
DL-Comp   : M     154.0   134.3   101.4    55.3    12.7    13.3     0.0
DW(Min)     V       1.2     2.4     3.5     4.7     5.6     5.6     5.8
LL + I    : M+   4372.4  3832.9  2926.6  1610.8   371.7   390.7     0.0
            V      90.9   133.3   163.8   194.2   217.6   217.2   223.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   113.0   138.8   165.9   194.2   217.6   217.2   223.8
            M    3808.0  3490.2  2752.4  1561.9   366.9   385.6    -0.0
Total     : M+   8333.1  7285.0  5532.5  3032.5   697.9   733.7     0.0
            V     121.4   194.2   254.9   315.7   361.6   360.9   373.9
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   143.5   199.6   257.0   315.7   361.6   360.9   373.9
            M    7768.7  6942.3  5358.3  2983.5   693.1   728.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               49.5             49.5
Deck+Haunch            55.3             55.3
Diaphragm               0.2              0.2
DL-Prec.(DC)           11.2             11.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          101.8            101.8
DL-Comp.(DW)           67.4             67.4
Live                  176.9            176.9
        Truck         115.3            115.3
        Lane           61.6             61.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    90.6    86.2   375.4   688.0   911.3  1045.3  1089.9
(Max)       V      39.6    38.0    38.0    32.1    24.1    16.0     8.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    20.5    19.5    85.0   155.8   206.3   236.7   246.8
DC(Max)     V       9.0     8.6     8.6     7.3     5.4     3.6     1.8     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   101.2    96.2   419.3   768.4  1017.8  1167.4  1217.3
Haunch (Max)V      44.3    42.4    42.5    35.8    26.9    17.9     9.0     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     1.3     2.7     4.1     5.5     6.9
(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    37.2    35.4   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.6    13.2     9.9     6.6     3.3     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    20.5    19.5    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     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   218.6   207.9   891.1  1588.5  2073.1  2328.1  2325.0
            V     125.9   122.5   122.7   110.8    95.7    72.7    57.6    42.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   125.9   122.5   122.7   110.8    95.7    80.6    65.5    50.4
            M       0.0   218.6   207.9   891.1  1588.5  2027.7  2208.8  2131.8
Total     : M+      0.0   488.8   465.0  2011.4  3641.9  4793.5  5449.2  5580.6
            V     244.2   235.8   236.2   206.6   167.6   120.7    81.6    42.6
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   244.2   235.8   236.2   206.6   167.6   128.6    89.6    50.6
            M       0.0   488.8   465.0  2011.4  3641.9  4748.1  5329.9  5387.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.78  107.67  110.00
Self wt.  : M    1045.3   911.3   688.0   375.4    86.2    90.6     0.0
(Max)       V       8.0    16.0    24.1    32.1    38.0    38.0    39.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     236.7   206.3   155.8    85.0    19.5    20.5     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.6     8.6     9.0
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    1167.4  1017.8   768.4   419.3    96.2   101.2     0.0
Haunch (Max)V       9.0    17.9    26.9    35.8    42.5    42.4    44.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.5     4.1     2.7     1.3     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     429.4   374.3   282.6   154.2    35.4    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.6    15.6    16.3
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     236.9   206.6   155.9    85.1    19.5    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
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+   2328.1  2073.1  1588.5   891.1   207.9   218.6     0.0
            V      57.6    72.7    95.7   110.8   122.7   122.5   125.9
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    65.5    80.6    95.7   110.8   122.7   122.5   125.9
            M    2208.8  2027.7  1588.5   891.1   207.9   218.6     0.0
Total     : M+   5449.2  4793.5  3641.9  2011.4   465.0   488.8     0.0
            V      81.6   120.7   167.6   206.6   236.2   235.8   244.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    89.6   128.6   167.6   206.6   236.2   235.8   244.2
            M    5329.9  4748.1  3641.9  2011.4   465.0   488.8     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67
 
Beam-Self
Precast-top    0.190   0.652   1.153   1.504   1.708   1.779 
Bottom        -0.153  -0.522  -0.917  -1.187  -1.336  -1.392 
 
Prestress
Precast-top   -0.052  -0.312  -0.663  -1.008  -1.344  -1.344 
Bottom         4.844   5.040   5.300   5.550   5.791   5.791 
 
Total
Precast-top    0.139   0.339   0.489   0.497   0.363   0.435 
Bottom         4.690   4.517   4.383   4.364   4.455   4.399 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.31 %)
             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   10.47   21.60   32.73   43.87   55.00
 
Prestress
Precast-top    0.005  -0.045  -0.040  -0.271  -0.575  -0.873  -1.165  -1.165
Bottom         0.984   4.199   4.047   4.369   4.594   4.811   5.020   5.020
 
Self wt.
Precast-top   -0.000   0.147   0.140   0.609   1.110   1.462   1.665   1.737
Bottom        -0.000  -0.119  -0.113  -0.488  -0.883  -1.153  -1.303  -1.359
 
DL-Prec (DC)
Precast-top   -0.000   0.033   0.032   0.138   0.251   0.331   0.377   0.393
Bottom        -0.000  -0.027  -0.026  -0.110  -0.200  -0.261  -0.295  -0.308
 
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   0.002   0.004   0.007   0.009   0.011
Bottom        -0.000  -0.000  -0.000  -0.002  -0.003  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.164   0.156   0.680   1.240   1.632   1.860   1.939
Bottom        -0.000  -0.133  -0.126  -0.545  -0.986  -1.288  -1.456  -1.518
 
DL-Comp (DC)
Topping-top   -0.000   0.015   0.014   0.061   0.111   0.147   0.168   0.175
Precast-top   -0.000   0.011   0.011   0.047   0.086   0.114   0.130   0.136
Bottom        -0.000  -0.032  -0.030  -0.131  -0.239  -0.314  -0.357  -0.372
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.008   0.034   0.061   0.081   0.093   0.097
Precast-top   -0.000   0.006   0.006   0.026   0.048   0.063   0.072   0.075
Bottom        -0.000  -0.018  -0.017  -0.072  -0.132  -0.173  -0.197  -0.205
 
LL+I(+)
Topping-top   -0.000   0.089   0.084   0.365   0.659   0.860   0.976   1.009
Precast-top   -0.000   0.068   0.065   0.281   0.510   0.665   0.756   0.782
Bottom        -0.000  -0.191  -0.182  -0.783  -1.412  -1.834  -2.075  -2.145
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.112   0.106   0.459   0.832   1.088   1.236   1.281 
Precast-top    0.005   0.387   0.370   1.512   2.673   3.400   3.704   3.907 
Bottom         0.984   3.680   3.552   2.237   0.740  -0.216  -0.669  -0.895 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.023   0.022   0.095   0.173   0.228   0.260   0.271 
Precast-top    0.005   0.318   0.305   1.231   2.164   2.735   2.948   3.125 
Bottom         0.984   3.871   3.734   3.020   2.152   1.618   1.406   1.250 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67
 
Beam-Self
Precast-top    0.190   0.652   1.153   1.504   1.708   1.779 
Bottom        -0.153  -0.522  -0.917  -1.187  -1.336  -1.392 
 
Prestress
Precast-top   -0.052  -0.312  -0.663  -1.008  -1.344  -1.344 
Bottom         4.844   5.040   5.300   5.550   5.791   5.791 
 
Total
Precast-top    0.139   0.339   0.489   0.497   0.363   0.435 
Bottom         4.690   4.517   4.383   4.364   4.455   4.399 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.31 %)
             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   10.47   21.60   32.73   43.87   55.00
 
Prestress
Precast-top    0.005  -0.045  -0.040  -0.271  -0.575  -0.873  -1.165  -1.165
Bottom         0.984   4.199   4.047   4.369   4.594   4.811   5.020   5.020
 
Self wt.
Precast-top   -0.000   0.147   0.140   0.609   1.110   1.462   1.665   1.737
Bottom        -0.000  -0.119  -0.113  -0.488  -0.883  -1.153  -1.303  -1.359
 
DL-Prec (DC)
Precast-top   -0.000   0.033   0.032   0.138   0.251   0.331   0.377   0.393
Bottom        -0.000  -0.027  -0.026  -0.110  -0.200  -0.261  -0.295  -0.308
 
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   0.002   0.004   0.007   0.009   0.011
Bottom        -0.000  -0.000  -0.000  -0.002  -0.003  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.164   0.156   0.680   1.240   1.632   1.860   1.939
Bottom        -0.000  -0.133  -0.126  -0.545  -0.986  -1.288  -1.456  -1.518
 
DL-Comp (DC)
Topping-top   -0.000   0.015   0.014   0.061   0.111   0.147   0.168   0.175
Precast-top   -0.000   0.011   0.011   0.047   0.086   0.114   0.130   0.136
Bottom        -0.000  -0.032  -0.030  -0.131  -0.239  -0.314  -0.357  -0.372
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.008   0.034   0.061   0.081   0.093   0.097
Precast-top   -0.000   0.006   0.006   0.026   0.048   0.063   0.072   0.075
Bottom        -0.000  -0.018  -0.017  -0.072  -0.132  -0.173  -0.197  -0.205
 
LL+I(+)
Topping-top   -0.000   0.071   0.068   0.292   0.528   0.688   0.781   0.807
Precast-top   -0.000   0.055   0.052   0.225   0.408   0.532   0.605   0.626
Bottom        -0.000  -0.153  -0.146  -0.627  -1.130  -1.467  -1.660  -1.716
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.094   0.089   0.386   0.701   0.916   1.041   1.079 
Precast-top    0.005   0.373   0.357   1.456   2.571   3.267   3.553   3.751 
Bottom         0.984   3.718   3.589   2.394   1.023   0.151  -0.254  -0.466 
 

 
 
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   10.47   21.60   32.73   43.87   55.00
F_LL+I(+)
Topping-top   -0.000   0.087   0.083   0.353   0.626   0.814   0.909   0.908
Precast-top   -0.000   0.067   0.064   0.272   0.484   0.630   0.705   0.704
Bottom        -0.000  -0.187  -0.178  -0.758  -1.341  -1.736  -1.933  -1.931
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.098   0.094   0.400   0.713   0.928   1.040   1.044 
Precast-top    0.002   0.226   0.216   0.888   1.566   1.997   2.179   2.266 
Bottom         0.492   1.748   1.689   0.752  -0.265  -0.927  -1.230  -1.306 
 

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
    373.9    6.5   49.0    1.213   4.2   6.00e-3 50.0    385.3     1.895    4.693      0.00
      0.0    1.2   48.4     41.9 0.145      26.1 0.87    12.00     0.123    1.715 
Transfer:   3.00
    360.9    6.5   49.0    5.474  18.7  -0.09e-3 28.7    234.5     0.552    1.760      0.00
    728.6    5.2   46.4    189.0 0.141     147.8 5.16    12.00     0.123    1.741 
Critical:   4.52
    352.4    6.5   49.0    5.982  18.7  -0.12e-3 28.6    222.1     0.523    1.760      0.00
   1154.0    5.6   46.2    189.0 0.138     150.7 5.29    12.00     0.123    1.774 
0.1L    :  11.13
    315.7    6.5   49.0    8.149  18.7  -0.12e-3 28.6    185.2     0.446    0.827      0.00
   2983.5    7.6   45.2    189.0 0.125     146.9 5.27    12.00     0.123    1.451 
0.2L    :  22.27
    257.0    6.5   45.9    9.982  18.7  -0.03e-3 28.9    139.3     0.365    0.620      0.00
   5358.3    7.7   42.1    189.0 0.108     127.6 4.92    24.00     0.123    1.340 
0.3L    :  33.40
    199.6    6.5   47.4    9.982  18.7   0.72e-3 31.5    119.5     0.337    0.413      0.00
   6942.3    7.7   43.6    189.0 0.080      83.5 3.11    24.00     0.123    1.123 
0.4L    :  44.53
    143.5    6.5   48.9    9.982   0.0   1.15e-3 33.0     87.8     0.253    0.413      0.00
   7768.7    7.7   45.0    189.0 0.060      71.6 2.58    24.00     0.123    1.348 
0.5L    :  55.67
     88.6    6.5   48.9    9.982   0.0   1.05e-3 32.7     23.9     0.123    0.413      0.00
   7870.3    7.7   45.0    189.0 0.037      74.6 2.69    24.00     0.123    2.231 
0.6L    :  66.80
    143.5    6.5   48.9    9.982   0.0   1.15e-3 33.0     87.8     0.253    0.413      0.00
   7768.7    7.7   45.0    189.0 0.060      71.6 2.58    24.00     0.123    1.348 
0.7L    :  77.93
    199.6    6.5   47.4    9.982  18.7   0.72e-3 31.5    119.5     0.337    0.413      0.00
   6942.3    7.7   43.6    189.0 0.080      83.5 3.11    24.00     0.123    1.123 
0.8L    :  89.06
    257.0    6.5   45.9    9.982  18.7  -0.03e-3 28.9    139.3     0.365    0.620      0.00
   5358.3    7.7   42.1    189.0 0.108     127.6 4.92    24.00     0.123    1.340 
0.9L    : 100.20
    315.7    6.5   49.0    8.149  18.7  -0.12e-3 28.6    185.2     0.446    0.827      0.00
   2983.5    7.6   45.2    189.0 0.125     146.9 5.27    12.00     0.123    1.451 
Critical: 106.81
    352.4    6.5   49.0    5.982  18.7  -0.12e-3 28.6    222.1     0.523    1.760      0.00
   1154.0    5.6   46.2    189.0 0.138     150.7 5.29    12.00     0.123    1.774 
Transfer: 108.33
    360.9    6.5   49.0    5.474  18.7  -0.09e-3 28.7    234.5     0.552    1.760      0.00
    728.6    5.2   46.4    189.0 0.141     147.8 5.16    12.00     0.123    1.741 
Bearing : 110.67
    373.9    6.5   49.0    1.213   4.2   6.00e-3 50.0    385.3     1.895    4.693      0.00
      0.0    1.2   48.4     41.9 0.145      26.1 0.87    12.00     0.123    1.715 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1956.67
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    3.91
 
 
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
    373.9      8.58     49.04    1.19       48.45    24.00      0.300      2.109      0.035      0.000*
Transfer:      2.33
    360.9      8.63     49.04    5.18       46.45    24.00      0.300      2.128      0.047      1.760 
Critical:      3.85
    352.5      8.47     49.04    5.64       46.22    24.00      0.300      2.075      0.015      1.760 
0.1L    :     10.47
    315.7      7.75     49.04    7.58       45.25    24.00      0.300      1.835      0.000      0.827 
0.2L    :     21.60
    257.0      6.78     45.95    7.68       42.10    24.00      0.300      1.511      0.000      0.620 
0.3L    :     32.73
    199.6      5.09     47.42    7.70       43.58    24.00      0.300      0.947      0.000      0.413 
0.4L    :     43.87
    143.5      3.54     48.90    7.71       45.05    24.00      0.300      0.430      0.000      0.413 
0.5L    :     55.00
     88.6      2.19     48.90    7.71       45.05    24.00      0.300      0.000      0.000      0.413 
0.6L    :     66.13
    143.5      3.54     48.90    7.71       45.05    24.00      0.300      0.430      0.000      0.413 
0.7L    :     77.27
    199.6      5.09     47.42    7.70       43.58    24.00      0.300      0.947      0.000      0.413 
0.8L    :     88.40
    257.0      6.78     45.95    7.68       42.10    24.00      0.300      1.511      0.000      0.620 
0.9L    :     99.53
    315.7      7.75     49.04    7.58       45.25    24.00      0.300      1.835      0.000      0.827 
Critical:    106.15
    352.5      8.47     49.04    5.64       46.22    24.00      0.300      2.075      0.015      1.760 
Transfer:    107.67
    360.9      8.63     49.04    5.18       46.45    24.00      0.300      2.128      0.047      1.760 
Bearing :    110.00
    373.9      8.58     49.04    1.19       48.45    24.00      0.300      2.109      0.035      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.47 ft
Prestress      :       2.201  1.80      3.961  2.20      4.841
Self Wt.       :      -0.805  1.85     -1.490  2.40     -1.933
Deck + Haunch  :                       -0.770  2.30     -1.770
DL-Prec. (DC)  :                       -0.156  3.00     -0.468
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.112  3.00     -0.336
DL-Comp. (DW)  :                       -0.062  3.00     -0.186
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 21.60 ft
Prestress      :       3.944  1.80      7.100  2.20      8.678
Self Wt.       :      -1.511  1.85     -2.796  2.40     -3.627
Deck + Haunch  :                       -1.491  2.30     -3.429
DL-Prec. (DC)  :                       -0.302  3.00     -0.907
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.218  3.00     -0.653
DL-Comp. (DW)  :                       -0.120  3.00     -0.360
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 32.73 ft
Prestress      :       5.190  1.80      9.343  2.20     11.419
Self Wt.       :      -2.050  1.85     -3.792  2.40     -4.920
Deck + Haunch  :                       -2.043  2.30     -4.700
DL-Prec. (DC)  :                       -0.414  3.00     -1.243
Diaphragm      :                       -0.009  3.00     -0.027
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.299  3.00     -0.897
DL-Comp. (DW)  :                       -0.165  3.00     -0.495
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 43.87 ft
Prestress      :       5.905  1.80     10.629  2.20     12.991
Self Wt.       :      -2.376  1.85     -4.396  2.40     -5.703
Deck + Haunch  :                       -2.379  2.30     -5.472
DL-Prec. (DC)  :                       -0.482  3.00     -1.447
Diaphragm      :                       -0.011  3.00     -0.032
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.349  3.00     -1.047
DL-Comp. (DW)  :                       -0.193  3.00     -0.578
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 55.00 ft
Prestress      :       6.175  1.80     11.114  2.20     13.584
Self Wt.       :      -2.495  1.85     -4.616  2.40     -5.989
Deck + Haunch  :                       -2.501  2.30     -5.752
DL-Prec. (DC)  :                       -0.507  3.00     -1.521
Diaphragm      :                       -0.011  3.00     -0.034
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.367  3.00     -1.101
DL-Comp. (DW)  :                       -0.203  3.00     -0.608
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 66.13 ft
Prestress      :       5.905  1.80     10.629  2.20     12.991
Self Wt.       :      -2.376  1.85     -4.396  2.40     -5.703
Deck + Haunch  :                       -2.379  2.30     -5.471
DL-Prec. (DC)  :                       -0.482  3.00     -1.447
Diaphragm      :                       -0.011  3.00     -0.032
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.349  3.00     -1.047
DL-Comp. (DW)  :                       -0.193  3.00     -0.578
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 77.27 ft
Prestress      :       5.190  1.80      9.343  2.20     11.419
Self Wt.       :      -2.050  1.85     -3.792  2.40     -4.920
Deck + Haunch  :                       -2.043  2.30     -4.700
DL-Prec. (DC)  :                       -0.414  3.00     -1.243
Diaphragm      :                       -0.009  3.00     -0.027
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.299  3.00     -0.897
DL-Comp. (DW)  :                       -0.165  3.00     -0.495
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 88.40 ft
Prestress      :       3.944  1.80      7.100  2.20      8.678
Self Wt.       :      -1.511  1.85     -2.796  2.40     -3.627
Deck + Haunch  :                       -1.491  2.30     -3.429
DL-Prec. (DC)  :                       -0.302  3.00     -0.907
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.218  3.00     -0.653
DL-Comp. (DW)  :                       -0.120  3.00     -0.360
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 99.53 ft
Prestress      :       2.201  1.80      3.961  2.20      4.841
Self Wt.       :      -0.805  1.85     -1.490  2.40     -1.933
Deck + Haunch  :                       -0.770  2.30     -1.770
DL-Prec. (DC)  :                       -0.156  3.00     -0.468
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.112  3.00     -0.336
DL-Comp. (DW)  :                       -0.062  3.00     -0.186
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
   733.7    43.4  6.626  259.4    6.1   5.18   5842.7  0.022T 1.00       -       -     -     -  
H/2     :   2.22
   697.9    43.4  6.369  259.8    5.9   4.99   5636.0  0.023T 1.00       -       -     -     -  
0.1L    :  10.47
  3032.5    44.5  9.864  254.8    8.9   7.58   8520.8  0.014T 1.00       -       -     -     -  
0.2L    :  21.60
  5532.5    45.9  9.982  255.1    9.0   7.68   8935.6  0.014T 1.00   6510.8  6510.8    1.37    -  
0.3L    :  32.73
  7285.0    47.4  9.982  255.6    9.1   7.70   9263.8  0.014T 1.00   6602.3  6602.3    1.40    -  
0.4L    :  43.87
  8333.1    48.9  9.982  256.0    9.1   7.71   9592.3  0.014T 1.00   6805.8  6805.8    1.41    -  
0.5L    :  55.00
  8652.2    48.9  9.982  256.0    9.1   7.71   9592.3  0.014T 1.00   6752.7  6752.7    1.42    -  
0.6L    :  66.13
  8333.1    48.9  9.982  256.0    9.1   7.71   9592.3  0.014T 1.00   6805.8  6805.8    1.41    -  
0.7L    :  77.27
  7285.0    47.4  9.982  255.6    9.1   7.70   9263.8  0.014T 1.00   6602.3  6602.3    1.40    -  
0.8L    :  88.40
  5532.5    45.9  9.982  255.1    9.0   7.68   8935.6  0.014T 1.00   6510.8  6510.8    1.37    -  
0.9L    :  99.53
  3032.5    44.5  9.864  254.8    8.9   7.58   8520.8  0.014T 1.00   6535.9  4033.2    1.30    -  
H/2     : 107.78
   697.9    43.4  6.369  259.8    5.9   4.99   5636.0  0.023T 1.00       -       -     -     -  
Transfer: 107.67
   733.7    43.4  6.626  259.4    6.1   5.18   5842.7  0.022T 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 1-23; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.098
        M   2.00 Fb     0.130
 
  2   2 E  42.00 Ft     0.439
        M   8.00 Fb     0.063
 
  3   2 E  40.00 Ft     0.758
        M   6.00 Fb     0.015
 
  4   2 E  38.00 Ft     1.054
        M   4.00 Fb    -0.015
 
  5   2 E  36.00 Ft     1.326
        M   2.00 Fb    -0.026
 
  6   2 E   8.00 Ft     1.303
        M   8.00 Fb     0.202
 
  7   2 E   6.00 Ft     1.256
        M   6.00 Fb     0.449
 
  8   2 E   6.00 Ft     1.209
        M   6.00 Fb     0.695
 
  9   2 E   6.00 Ft     1.162
        M   6.00 Fb     0.942
 
 10   2 E   6.00 Ft     1.116
        M   6.00 Fb     1.188
 
 11   2 E   6.00 Ft     1.069
        M   6.00 Fb     1.435
 
 12   2 E   6.00 Ft     1.022
        M   6.00 Fb     1.681
 
 13   2 E   4.00 Ft     0.952
        M   4.00 Fb     1.946
 
 14   2 E   4.00 Ft     0.882
        M   4.00 Fb     2.211
 
 15   2 E   4.00 Ft     0.813
        M   4.00 Fb     2.477
 
 16   2 E   4.00 Ft     0.743
        M   4.00 Fb     2.742
 
 17   2 E   4.00 Ft     0.673
        M   4.00 Fb     3.007
 
 18   2 E   4.00 Ft     0.603
        M   4.00 Fb     3.272
 
 19   2 E   2.00 Ft     0.510
        M   2.00 Fb     3.555
 
 20   2 E   2.00 Ft     0.417
        M   2.00 Fb     3.839
 
 21   2 E   2.00 Ft     0.325
        M   2.00 Fb     4.123
 
 22   2 E   2.00 Ft     0.232
        M   2.00 Fb     4.406
 
 23   2 E   2.00 Ft     0.139
        M   2.00 Fb     4.690
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 111.33            Release Length, ft: 111.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  46
No. of strands, Draped:   8           No. of strands, Straight:  38
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.0 ksi  f'ct   4.0 ksi
Initial losses:  9.80 %               Final losses: 14.20 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.690     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.139       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  9592.27     8652.17     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   1.281     Midspan    1.800   0.271     Midspan
    Pre.Top:   5.400   3.907     Midspan    4.050   3.125     Midspan
    Pre.Bot:   5.400   3.680    Transfer    4.050   3.871    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.570   0.005     Bearing
    Pre.Bot:  -0.570  -0.466     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.600   2.266     Midspan
    Pre.Bot:                                                             3.600   1.748    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  55.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       6.175  1.80     11.114  2.20     13.584
Self Wt.       :      -2.495  1.85     -4.616  2.40     -5.989
Deck + Haunch  :                       -2.501  2.30     -5.752
DL-Prec. (DC)  :                       -0.507  3.00     -1.521
Diaphragm      :                       -0.011  3.00     -0.034
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.367  3.00     -1.101
DL-Comp. (DW)  :                       -0.203  3.00     -0.608
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  110.00
     DC  Line       0.087      0.00       0.087  110.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    55.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 111.330 ft
Release length = 111.330 ft
Design  length = 110.000 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)  : 0.703   (Calculated)    
Live Moment (1  lane  loaded)  : 0.481   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.189   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.951   (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           1363.1 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           460281 in4#
Ht. of c.g.           =        20.74 in             34.80 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 = 0.7652

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    10.47    21.60    32.73    43.87    55.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    701.6    736.0    734.3    736.0    736.0    736.0    736.0    736.0
  Yb      ,  in    20.59    20.09    20.11    20.02    19.93    19.84    19.76    19.76
  MI(Ixx) , in4   180050   183888   183695   184912   186472   188214   190137   190137
Composite: (At Final, using Ec =  5575.2 ksi )
  Area    , in2   1372.2   1404.1   1402.5   1404.1   1404.1   1404.1   1404.1   1404.1
  Yb      ,  in    34.64    34.07    34.10    34.04    34.00    33.96    33.91    33.91
  MI(Ixx) , in4   465764   485065   484102   487258   490410   493736   497237   497237

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.00 ksi           4.00 ksi
  Elasticity         =    5575.24 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.40 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.05 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           =       3.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.57 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  46 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 44.53 ft from member end )
END PATTERN (Ycg = 10.26 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in
     2 @ 36.000 in     2 @ 38.000 in     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.35 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 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     =    9.98 in2      Initial Pull          =     1956.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.557 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.446 ft
Holddown Force        =  21.607 kips     Beam Shrtng (PL/AE)   =      0.678 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)       
--------------------------------------------------------------------------------------
      5122.620         740 3790.739     19.809 80227.352  1131.618     704.712        
 
 
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       2.25       0.1250      1.2500     No
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.5000      2.9167    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.9167      4.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.9167     14.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     22.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.6667     30.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      30.1667     81.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      81.1634     88.6634    Yes
      2      US#5[M16]       60.00        0.62      12.00      88.6634     96.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00      96.6634    106.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00     106.4134    108.4134    Yes
      2      US#6[M19]       60.00        0.88       5.00     108.4134    108.8301    Yes
      2      US#6[M19]       60.00        0.88       3.00     108.8301    110.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     110.0801    111.2051     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 111.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.9820 in2       Ycg =  4.35 in
         P_init    =     1956.7 kips  Ecc = 16.39 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.22 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.540 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.85 ksi    0.00 ksi
    due to Composite Loads                                 -2.53 ksi    0.00 ksi
    due to Live Loads                                      -6.62 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                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        16.64 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.22 ksi  ( 9.80 %)             9.09 ksi ( 4.64 %)
Total Prestress Losses                                    28.31 ksi (14.44 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.7 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    90.6    86.2   375.4   688.0   911.3  1045.3  1089.9
(Max)       V      39.6    38.0    38.0    32.1    24.1    16.0     8.0     0.0
DL-Prec.  : M       0.0    15.3    14.6    63.4   116.2   153.9   176.6   184.1
DC(Max)     V       6.7     6.4     6.4     5.4     4.1     2.7     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   114.9   109.3   476.0   872.5  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    48.2    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.6     2.6     5.4     8.2    11.0    13.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.2    35.4   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.6    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    19.5    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   196.1   186.5   808.3  1468.6  1923.4  2194.1  2268.6
            V     146.1   141.8   142.0   126.7   106.9    87.0    59.3    39.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   146.1   141.8   142.0   126.7   108.2    90.6    73.7    57.7
            M      -0.0   193.5   184.1   783.8  1381.2  1751.4  1910.9  1876.2
Total     : M+      0.0   475.1   452.0  1965.1  3589.3  4733.3  5418.7  5633.3
            V     268.2   258.7   259.2   225.6   181.1   136.6    84.2    39.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   268.2   258.7   259.2   225.7   182.5   140.2    98.7    58.0
            M      -0.0   472.5   449.6  1940.6  3501.9  4561.3  5135.5  5240.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.78  107.67  110.00
Self wt.  : M    1045.3   911.3   688.0   375.4    86.2    90.6     0.0
(Max)       V       8.0    16.0    24.1    32.1    38.0    38.0    39.6
DL-Prec.  : M     176.6   153.9   116.2    63.4    14.6    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.4     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.5   476.0   109.3   114.9     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    48.2    48.1    50.3
Diaphragm : M      11.0     8.2     5.4     2.6     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     429.4   374.3   282.6   154.2    35.4    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.6    15.6    16.3
DL-Comp   : M     236.9   206.6   155.9    85.1    19.5    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
LL + I    : M+   2194.1  1923.4  1468.6   808.3   186.5   196.1     0.0
            V      59.3    87.0   106.9   126.7   142.0   141.8   146.1
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    73.7    90.6   108.2   126.7   142.0   141.8   146.1
            M    1910.9  1751.4  1381.2   783.8   184.1   193.5    -0.0
Total     : M+   5418.7  4733.3  3589.3  1965.1   452.0   475.1     0.0
            V      84.2   136.6   181.1   225.6   259.2   258.7   268.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    98.7   140.2   182.5   225.7   259.2   258.7   268.2
            M    5135.5  4561.3  3501.8  1940.6   449.6   472.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.6             39.6
Deck+Haunch            50.3             50.3
Diaphragm               0.2              0.3
DL-Prec.(DC)            6.7              6.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           81.4             81.4
DL-Comp.(DW)           44.9             44.9
Live                  101.1            101.1
        Truck          65.9             65.9
        Lane           35.2             35.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    90.6    86.2   375.4   688.0   911.3  1045.3  1089.9
(Max)       V      39.6    38.0    38.0    32.1    24.1    16.0     8.0     0.0
DL-Prec.  : M       0.0    15.3    14.6    63.4   116.2   153.9   176.6   184.1
DC(Max)     V       6.7     6.4     6.4     5.4     4.1     2.7     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   114.9   109.3   476.0   872.5  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    48.2    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.6     2.6     5.4     8.2    11.0    13.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.2    35.4   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.6    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    19.5    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   156.8   149.2   646.7  1174.9  1538.7  1755.3  1814.9
            V     116.9   113.4   113.6   101.4    85.5    69.6    47.5    31.6
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   116.9   113.4   113.6   101.4    86.6    72.5    59.0    46.2
            M      -0.0   154.8   147.3   627.0  1105.0  1401.1  1528.7  1501.0
Total     : M+      0.0   435.9   414.7  1803.4  3295.5  4348.6  4979.9  5179.6
            V     239.0   230.3   230.8   200.3   159.7   119.2    72.4    31.8
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   239.0   230.3   230.8   200.3   160.8   122.0    83.9    46.4
            M      -0.0   433.9   412.7  1783.8  3225.6  4211.0  4753.3  4865.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.78  107.67  110.00
Self wt.  : M    1045.3   911.3   688.0   375.4    86.2    90.6     0.0
(Max)       V       8.0    16.0    24.1    32.1    38.0    38.0    39.6
DL-Prec.  : M     176.6   153.9   116.2    63.4    14.6    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.4     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.5   476.0   109.3   114.9     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    48.2    48.1    50.3
Diaphragm : M      11.0     8.2     5.4     2.6     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     429.4   374.3   282.6   154.2    35.4    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.6    15.6    16.3
DL-Comp   : M     236.9   206.6   155.9    85.1    19.5    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
LL + I    : M+   1755.3  1538.7  1174.9   646.7   149.2   156.8     0.0
            V      47.5    69.6    85.5   101.4   113.6   113.4   116.9
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    59.0    72.5    86.6   101.4   113.6   113.4   116.9
            M    1528.7  1401.1  1105.0   627.0   147.3   154.8    -0.0
Total     : M+   4979.9  4348.6  3295.5  1803.4   414.7   435.9     0.0
            V      72.4   119.2   159.7   200.3   230.8   230.3   239.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    83.9   122.0   160.8   200.3   230.8   230.3   239.0
            M    4753.3  4211.0  3225.6  1783.8   412.7   433.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   113.2   107.7   469.3   860.0  1139.1  1306.6  1362.4
(Max)       V      49.5    47.4    47.5    40.1    30.1    20.1    10.0     0.0
Self wt.  : M       0.0    81.5    77.5   337.9   619.2   820.2   940.8   981.0
(Min)       V      35.7    34.2    34.2    28.9    21.7    14.4     7.2     0.0
DL-Prec.  : M       0.0    19.1    18.2    79.3   145.3   192.4   220.7   230.1
DC(Max)     V       8.4     8.0     8.0     6.8     5.1     3.4     1.7     0.0
DL-Prec.  : M       0.0    13.8    13.1    57.1   104.6   138.5   158.9   165.7
DC(Min)     V       6.0     5.8     5.8     4.9     3.7     2.4     1.2     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   143.6   136.6   595.1  1090.6  1444.5  1656.9  1727.7
Haunch (Max)V      62.8    60.2    60.3    50.9    38.2    25.4    12.7     0.0
Deck +    : M       0.0   103.4    98.3   428.4   785.2  1040.0  1192.9  1243.9
Haunch (Min)V      45.2    43.3    43.4    36.6    27.5    18.3     9.2     0.0
Diaphragm : M       0.0     0.7     0.7     3.3     6.8    10.2    13.7    17.2
(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     2.4     4.9     7.4     9.9    12.4
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    46.5    44.2   192.8   353.3   467.9   536.7   559.6
DC(Max)     V      20.4    19.5    19.5    16.5    12.4     8.2     4.1     0.0
DL-Comp   : M       0.0    33.5    31.9   138.8   254.3   336.9   386.4   402.9
DC(Min)     V      14.7    14.0    14.1    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    30.8    29.3   127.6   233.9   309.8   355.4   370.6
DW(Max)     V      13.5    12.9    12.9    10.9     8.2     5.5     2.7     0.0
DL-Comp   : M       0.0    13.3    12.7    55.3   101.4   134.3   154.0   160.6
DW(Min)     V       5.8     5.6     5.6     4.7     3.5     2.4     1.2     0.0
LL + I    : M+      0.0   343.1   326.4  1414.6  2570.1  3365.9  3839.8  3970.1
            V     255.7   248.1   248.5   221.8   187.0   152.3   103.8    69.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   255.7   248.1   248.5   221.8   189.4   158.5   129.0   101.1
            M      -0.0   338.6   322.2  1371.6  2417.1  3065.0  3344.1  3283.4
Total     : M+      0.0   697.1   663.1  2881.8  5259.9  6929.9  7929.7  8237.7
            V     410.5   396.4   397.1   347.2   281.2   215.1   135.4    69.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   410.5   396.4   397.1   347.3   283.6   221.4   160.6   101.4
            M      -0.0   692.6   658.9  2838.9  5106.9  6629.0  7434.1  7551.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.78  107.67  110.00
Self wt.  : M    1306.6  1139.1   860.0   469.3   107.7   113.2     0.0
(Max)       V      10.0    20.1    30.1    40.1    47.5    47.4    49.5
Self wt.  : M     940.8   820.2   619.2   337.9    77.5    81.5     0.0
(Min)       V       7.2    14.4    21.7    28.9    34.2    34.2    35.7
DL-Prec.  : M     220.7   192.4   145.3    79.3    18.2    19.1     0.0
DC(Max)     V       1.7     3.4     5.1     6.8     8.0     8.0     8.4
DL-Prec.  : M     158.9   138.5   104.6    57.1    13.1    13.8     0.0
DC(Min)     V       1.2     2.4     3.7     4.9     5.8     5.8     6.0
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    1656.9  1444.5  1090.6   595.1   136.6   143.6     0.0
Haunch (Max)V      12.7    25.4    38.2    50.9    60.3    60.2    62.8
Deck +    : M    1192.9  1040.0   785.2   428.4    98.3   103.4     0.0
Haunch (Min)V       9.2    18.3    27.5    36.6    43.4    43.3    45.2
Diaphragm : M      13.7    10.2     6.8     3.3     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.9     7.4     4.9     2.4     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     536.7   467.9   353.3   192.8    44.2    46.5     0.0
DC(Max)     V       4.1     8.2    12.4    16.5    19.5    19.5    20.4
DL-Comp   : M     386.4   336.9   254.3   138.8    31.9    33.5     0.0
DC(Min)     V       3.0     5.9     8.9    11.9    14.1    14.0    14.7
DL-Comp   : M     355.4   309.8   233.9   127.6    29.3    30.8     0.0
DW(Max)     V       2.7     5.5     8.2    10.9    12.9    12.9    13.5
DL-Comp   : M     154.0   134.3   101.4    55.3    12.7    13.3     0.0
DW(Min)     V       1.2     2.4     3.5     4.7     5.6     5.6     5.8
LL + I    : M+   3839.8  3365.9  2570.1  1414.6   326.4   343.1     0.0
            V     103.8   152.3   187.0   221.8   248.5   248.1   255.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   129.0   158.5   189.4   221.8   248.5   248.1   255.7
            M    3344.1  3065.0  2417.1  1371.6   322.2   338.6    -0.0
Total     : M+   7929.7  6929.9  5259.9  2881.8   663.1   697.1     0.0
            V     135.4   215.1   281.2   347.2   397.1   396.4   410.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   160.6   221.4   283.6   347.3   397.1   396.4   410.5
            M    7434.1  6629.0  5106.9  2838.9   658.9   692.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               49.5             49.5
Deck+Haunch            62.8             62.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.4              8.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          101.8            101.8
DL-Comp.(DW)           67.4             67.4
Live                  176.9            176.9
        Truck         115.3            115.3
        Lane           61.6             61.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    90.6    86.2   375.4   688.0   911.3  1045.3  1089.9
(Max)       V      39.6    38.0    38.0    32.1    24.1    16.0     8.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    15.3    14.6    63.4   116.2   153.9   176.6   184.1
DC(Max)     V       6.7     6.4     6.4     5.4     4.1     2.7     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   114.9   109.3   476.0   872.5  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    48.2    40.7    30.5    20.3    10.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.6     5.4     8.2    11.0    13.7
(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    37.2    35.4   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.6    13.2     9.9     6.6     3.3     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    20.5    19.5    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     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   131.4   125.0   535.6   954.8  1246.1  1399.3  1397.5
            V     115.0   111.9   112.1   101.2    87.5    66.4    52.6    38.9
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   115.0   111.9   112.1   101.2    87.5    73.7    59.9    46.1
            M       0.0   131.4   125.0   535.6   954.8  1218.8  1327.6  1281.3
Total     : M+      0.0   410.4   390.4  1692.4  3075.4  4056.0  4623.9  4762.1
            V     237.1   228.9   229.3   200.1   161.7   116.0    77.6    39.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   237.1   228.9   229.3   200.1   161.7   123.2    84.8    46.3
            M       0.0   410.4   390.4  1692.4  3075.4  4028.7  4552.2  4646.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.78  107.67  110.00
Self wt.  : M    1045.3   911.3   688.0   375.4    86.2    90.6     0.0
(Max)       V       8.0    16.0    24.1    32.1    38.0    38.0    39.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     176.6   153.9   116.2    63.4    14.6    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.4     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.5   476.0   109.3   114.9     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    48.2    48.1    50.3
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      11.0     8.2     5.4     2.6     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     429.4   374.3   282.6   154.2    35.4    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.6    15.6    16.3
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     236.9   206.6   155.9    85.1    19.5    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
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+   1399.3  1246.1   954.8   535.6   125.0   131.4     0.0
            V      52.6    66.4    87.5   101.2   112.1   111.9   115.0
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    59.9    73.7    87.5   101.2   112.1   111.9   115.0
            M    1327.6  1218.8   954.8   535.6   125.0   131.4     0.0
Total     : M+   4623.9  4056.0  3075.4  1692.4   390.4   410.4     0.0
            V      77.6   116.0   161.7   200.1   229.3   228.9   237.1
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    84.8   123.2   161.7   200.1   229.3   228.9   237.1
            M    4552.2  4028.7  3075.4  1692.4   390.4   410.4     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67
 
Beam-Self
Precast-top    0.190   0.652   1.153   1.504   1.708   1.779 
Bottom        -0.153  -0.522  -0.917  -1.187  -1.336  -1.392 
 
Prestress
Precast-top   -0.052  -0.312  -0.663  -1.008  -1.344  -1.344 
Bottom         4.844   5.040   5.300   5.550   5.791   5.791 
 
Total
Precast-top    0.139   0.339   0.489   0.497   0.363   0.435 
Bottom         4.690   4.517   4.383   4.364   4.455   4.399 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.31 %)
             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   10.47   21.60   32.73   43.87   55.00
 
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   0.021   0.020   0.087   0.158   0.208   0.238   0.248 
Precast-top    0.005   0.330   0.317   1.281   2.257   2.858   3.089   3.274 
Bottom         0.984   3.860   3.724   2.976   2.072   1.512   1.285   1.122 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67
 
Beam-Self
Precast-top    0.190   0.652   1.153   1.504   1.708   1.779 
Bottom        -0.153  -0.522  -0.917  -1.187  -1.336  -1.392 
 
Prestress
Precast-top   -0.052  -0.312  -0.663  -1.008  -1.344  -1.344 
Bottom         4.844   5.040   5.300   5.550   5.791   5.791 
 
Total
Precast-top    0.139   0.339   0.489   0.497   0.363   0.435 
Bottom         4.690   4.517   4.383   4.364   4.455   4.399 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.31 %)
             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   10.47   21.60   32.73   43.87   55.00
 
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   10.47   21.60   32.73   43.87   55.00
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   0.058   0.055   0.237   0.423   0.551   0.619   0.623 
Precast-top    0.002   0.201   0.192   0.785   1.385   1.763   1.919   2.011 
Bottom         0.492   1.819   1.756   1.039   0.242  -0.272  -0.503  -0.583 
 

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
    410.5    6.5   49.0    1.206   4.2   6.00e-3 50.0    425.9     2.092    4.693      0.00
      0.0    1.0   48.5     41.9 0.159      26.1 0.87    12.00     0.123    1.565 
Transfer:   3.00
    396.4    6.5   49.0    5.439  18.7  -0.07e-3 28.8    275.8     0.647    1.760      0.00
    692.6    4.5   46.8    189.0 0.154     145.9 5.06    12.00     0.123    1.595 
Critical:   4.55
    386.9    6.5   49.0    5.954  18.7  -0.10e-3 28.7    262.5     0.616    1.760      0.00
   1104.3    5.0   46.6    189.0 0.151     148.7 5.18    12.00     0.123    1.627 
0.1L    :  11.13
    347.3    6.5   49.0    8.107  18.7  -0.11e-3 28.6    219.3     0.523    0.827      0.00
   2838.9    6.7   45.7    189.0 0.137     147.8 5.25    12.00     0.123    1.330 
0.2L    :  22.27
    283.6    6.5   45.9    9.982  18.7  -0.04e-3 28.8    166.1     0.430    0.620      0.00
   5106.9    6.8   42.5    189.0 0.119     130.2 4.97    24.00     0.123    1.233 
0.3L    :  33.40
    221.4    6.5   47.4    9.982  18.7   0.43e-3 30.5    128.9     0.345    0.413      0.00
   6629.0    6.8   44.0    189.0 0.088      98.3 3.62    24.00     0.123    1.103 
0.4L    :  44.53
    160.6    6.5   48.9    9.982   0.0   0.83e-3 31.9     95.4     0.261    0.413      0.00
   7434.1    6.8   45.5    189.0 0.067      83.1 2.96    24.00     0.123    1.312 
0.5L    :  55.67
    101.4    6.5   48.9    9.982   0.0   0.73e-3 31.5     25.5     0.123    0.413      0.00
   7551.0    6.8   45.5    189.0 0.042      87.2 3.11    24.00     0.123    2.134 
0.6L    :  66.80
    160.6    6.5   48.9    9.982   0.0   0.83e-3 31.9     95.4     0.261    0.413      0.00
   7434.1    6.8   45.5    189.0 0.067      83.1 2.96    24.00     0.123    1.312 
0.7L    :  77.93
    221.4    6.5   47.4    9.982  18.7   0.43e-3 30.5    128.9     0.345    0.413      0.00
   6629.0    6.8   44.0    189.0 0.088      98.3 3.62    24.00     0.123    1.103 
0.8L    :  89.06
    283.6    6.5   45.9    9.982  18.7  -0.04e-3 28.8    166.1     0.430    0.620      0.00
   5106.9    6.8   42.5    189.0 0.119     130.2 4.97    24.00     0.123    1.233 
0.9L    : 100.20
    347.3    6.5   49.0    8.107  18.7  -0.11e-3 28.6    219.3     0.523    0.827      0.00
   2838.9    6.7   45.7    189.0 0.137     147.8 5.25    12.00     0.123    1.330 
Critical: 106.78
    386.9    6.5   49.0    5.954  18.7  -0.10e-3 28.7    262.5     0.616    1.760      0.00
   1104.3    5.0   46.6    189.0 0.151     148.7 5.18    12.00     0.123    1.627 
Transfer: 108.33
    396.4    6.5   49.0    5.439  18.7  -0.07e-3 28.8    275.8     0.647    1.760      0.00
    692.6    4.5   46.8    189.0 0.154     145.9 5.06    12.00     0.123    1.595 
Bearing : 110.67
    410.5    6.5   49.0    1.206   4.2   6.00e-3 50.0    425.9     2.092    4.693      0.00
      0.0    1.0   48.5     41.9 0.159      26.1 0.87    12.00     0.123    1.565 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1956.67
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    3.91
 
 
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
    410.5      9.40     49.04    1.04       48.52    24.00      0.300      2.384      0.200      0.000*
Transfer:      2.33
    396.4      9.42     49.04    4.55       46.77    24.00      0.300      2.390      0.204      1.760 
Critical:      3.88
    387.1      9.24     49.04    4.96       46.56    24.00      0.300      2.329      0.168      1.760 
0.1L    :     10.47
    347.3      8.44     49.04    6.67       45.70    24.00      0.300      2.064      0.009      0.827 
0.2L    :     21.60
    283.6      7.41     45.95    6.79       42.55    24.00      0.300      1.719      0.000      0.620 
0.3L    :     32.73
    221.4      5.59     47.42    6.80       44.02    24.00      0.300      1.113      0.000      0.413 
0.4L    :     43.87
    160.6      3.92     48.90    6.81       45.50    24.00      0.300      0.558      0.000      0.413 
0.5L    :     55.00
    101.4      2.48     48.90    6.81       45.50    24.00      0.300      0.075      0.000      0.413 
0.6L    :     66.13
    160.6      3.92     48.90    6.81       45.50    24.00      0.300      0.558      0.000      0.413 
0.7L    :     77.27
    221.4      5.59     47.42    6.80       44.02    24.00      0.300      1.113      0.000      0.413 
0.8L    :     88.40
    283.6      7.41     45.95    6.79       42.55    24.00      0.300      1.719      0.000      0.620 
0.9L    :     99.53
    347.3      8.44     49.04    6.67       45.70    24.00      0.300      2.064      0.009      0.827 
Critical:    106.12
    387.1      9.24     49.04    4.96       46.56    24.00      0.300      2.329      0.168      1.760 
Transfer:    107.67
    396.4      9.42     49.04    4.55       46.77    24.00      0.300      2.390      0.204      1.760 
Bearing :    110.00
    410.5      9.40     49.04    1.04       48.52    24.00      0.300      2.384      0.200      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.47 ft
Prestress      :       2.201  1.80      3.961  2.20      4.841
Self Wt.       :      -0.805  1.85     -1.490  2.40     -1.933
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          :       1.395            2.471            2.908
 
At 0.2 x L = 21.60 ft
Prestress      :       3.944  1.80      7.100  2.20      8.678
Self Wt.       :      -1.511  1.85     -2.796  2.40     -3.627
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          :       2.433            4.304            5.051
 
At 0.3 x L = 32.73 ft
Prestress      :       5.190  1.80      9.343  2.20     11.419
Self Wt.       :      -2.050  1.85     -3.792  2.40     -4.920
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          :       3.141            5.551            6.499
 
At 0.4 x L = 43.87 ft
Prestress      :       5.905  1.80     10.629  2.20     12.991
Self Wt.       :      -2.376  1.85     -4.396  2.40     -5.703
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          :       3.529            6.233            7.288
 
At 0.5 x L = 55.00 ft
Prestress      :       6.175  1.80     11.114  2.20     13.584
Self Wt.       :      -2.495  1.85     -4.616  2.40     -5.989
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          :       3.679            6.498            7.595
 
At 0.6 x L = 66.13 ft
Prestress      :       5.905  1.80     10.629  2.20     12.991
Self Wt.       :      -2.376  1.85     -4.396  2.40     -5.703
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          :       3.529            6.233            7.288
 
At 0.7 x L = 77.27 ft
Prestress      :       5.190  1.80      9.343  2.20     11.419
Self Wt.       :      -2.050  1.85     -3.792  2.40     -4.920
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          :       3.141            5.551            6.499
 
At 0.8 x L = 88.40 ft
Prestress      :       3.944  1.80      7.100  2.20      8.678
Self Wt.       :      -1.511  1.85     -2.796  2.40     -3.627
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          :       2.433            4.304            5.051
 
At 0.9 x L = 99.53 ft
Prestress      :       2.201  1.80      3.961  2.20      4.841
Self Wt.       :      -0.805  1.85     -1.490  2.40     -1.933
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          :       1.395            2.471            2.908
 

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
   697.1    43.4  6.584  260.7    5.4   4.55   5880.6  0.026T 1.00       -       -     -     -  
H/2     :   2.22
   663.1    43.4  6.329  261.0    5.2   4.38   5669.8  0.027T 1.00       -       -     -     -  
0.1L    :  10.47
  2881.8    44.5  9.814  256.7    7.9   6.67   8632.9  0.017T 1.00       -       -     -     -  
0.2L    :  21.60
  5259.9    45.9  9.982  256.8    8.0   6.79   9090.8  0.016T 1.00    473.2   473.2   19.21    -  
0.3L    :  32.73
  6929.9    47.4  9.982  257.2    8.0   6.80   9419.9  0.016T 1.00    207.6   207.6   45.37    -  
0.4L    :  43.87
  7929.7    48.9  9.982  257.6    8.0   6.81   9749.1  0.016T 1.00     68.5    68.5  142.37    -  
0.5L    :  55.00
  8237.7    48.9  9.982  257.6    8.0   6.81   9749.1  0.016T 1.00     10.1    10.1  969.81    -  
0.6L    :  66.13
  7929.7    48.9  9.982  257.6    8.0   6.81   9749.1  0.016T 1.00     68.5    68.5  142.37    -  
0.7L    :  77.27
  6929.9    47.4  9.982  257.2    8.0   6.80   9419.9  0.016T 1.00    207.6   207.6   45.37    -  
0.8L    :  88.40
  5259.9    45.9  9.982  256.8    8.0   6.79   9090.8  0.016T 1.00    473.2   473.2   19.21    -  
0.9L    :  99.53
  2881.8    44.5  9.814  256.7    7.9   6.67   8632.9  0.017T 1.00    869.6   869.6    9.93    -  
H/2     : 107.78
   663.1    43.4  6.329  261.0    5.2   4.38   5669.8  0.027T 1.00       -       -     -     -  
Transfer: 107.67
   697.1    43.4  6.584  260.7    5.4   4.55   5880.6  0.026T 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 1-23; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.098
        M   2.00 Fb     0.130
 
  2   2 E  42.00 Ft     0.439
        M   8.00 Fb     0.063
 
  3   2 E  40.00 Ft     0.758
        M   6.00 Fb     0.015
 
  4   2 E  38.00 Ft     1.054
        M   4.00 Fb    -0.015
 
  5   2 E  36.00 Ft     1.326
        M   2.00 Fb    -0.026
 
  6   2 E   8.00 Ft     1.303
        M   8.00 Fb     0.202
 
  7   2 E   6.00 Ft     1.256
        M   6.00 Fb     0.449
 
  8   2 E   6.00 Ft     1.209
        M   6.00 Fb     0.695
 
  9   2 E   6.00 Ft     1.162
        M   6.00 Fb     0.942
 
 10   2 E   6.00 Ft     1.116
        M   6.00 Fb     1.188
 
 11   2 E   6.00 Ft     1.069
        M   6.00 Fb     1.435
 
 12   2 E   6.00 Ft     1.022
        M   6.00 Fb     1.681
 
 13   2 E   4.00 Ft     0.952
        M   4.00 Fb     1.946
 
 14   2 E   4.00 Ft     0.882
        M   4.00 Fb     2.211
 
 15   2 E   4.00 Ft     0.813
        M   4.00 Fb     2.477
 
 16   2 E   4.00 Ft     0.743
        M   4.00 Fb     2.742
 
 17   2 E   4.00 Ft     0.673
        M   4.00 Fb     3.007
 
 18   2 E   4.00 Ft     0.603
        M   4.00 Fb     3.272
 
 19   2 E   2.00 Ft     0.510
        M   2.00 Fb     3.555
 
 20   2 E   2.00 Ft     0.417
        M   2.00 Fb     3.839
 
 21   2 E   2.00 Ft     0.325
        M   2.00 Fb     4.123
 
 22   2 E   2.00 Ft     0.232
        M   2.00 Fb     4.406
 
 23   2 E   2.00 Ft     0.139
        M   2.00 Fb     4.690
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 111.33            Release Length, ft: 111.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  46
No. of strands, Draped:   8           No. of strands, Straight:  38
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.0 ksi  f'ct   4.0 ksi
Initial losses:  9.80 %               Final losses: 14.44 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.690     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.139       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  9749.06     8237.67     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   0.248     Midspan
    Pre.Top:   5.400  -0.000     Bearing    4.050   3.274     Midspan
    Pre.Bot:   5.400  -0.000     Bearing    4.050   3.860    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.570  -0.000     Bearing
    Pre.Bot:  -0.570  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.600   2.011     Midspan
    Pre.Bot:                                                             3.600   1.819    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  55.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       6.175  1.80     11.114  2.20     13.584
Self Wt.       :      -2.495  1.85     -4.616  2.40     -5.989
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          :       3.679            6.498            7.595
 
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  110.00
     DC  Line       0.087      0.00       0.087  110.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    55.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 111.330 ft
Release length = 111.330 ft
Design  length = 110.000 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)  : 0.703   (Calculated)    
Live Moment (1  lane  loaded)  : 0.481   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.189   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.951   (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           1363.1 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           460281 in4#
Ht. of c.g.           =        20.74 in             34.80 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 = 0.7652

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    10.47    21.60    32.73    43.87    55.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    701.6    736.0    734.3    736.0    736.0    736.0    736.0    736.0
  Yb      ,  in    20.59    20.09    20.11    20.02    19.93    19.84    19.76    19.76
  MI(Ixx) , in4   180050   183888   183695   184912   186472   188214   190137   190137
Composite: (At Final, using Ec =  5575.2 ksi )
  Area    , in2   1372.2   1404.1   1402.5   1404.1   1404.1   1404.1   1404.1   1404.1
  Yb      ,  in    34.64    34.07    34.10    34.04    34.00    33.96    33.91    33.91
  MI(Ixx) , in4   465764   485065   484102   487258   490410   493736   497237   497237

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.00 ksi           4.00 ksi
  Elasticity         =    5575.24 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.40 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.05 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           =       3.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.57 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  46 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 44.53 ft from member end )
END PATTERN (Ycg = 10.26 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in
     2 @ 36.000 in     2 @ 38.000 in     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.35 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 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     =    9.98 in2      Initial Pull          =     1956.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.557 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.446 ft
Holddown Force        =  21.607 kips     Beam Shrtng (PL/AE)   =      0.678 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)       
--------------------------------------------------------------------------------------
      5122.620         740 3790.739     19.809 80227.352  1131.618     704.712        
 
 
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       2.25       0.1250      1.2500     No
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.5000      2.9167    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.9167      4.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.9167     14.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     22.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.6667     30.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      30.1667     81.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      81.1634     88.6634    Yes
      2      US#5[M16]       60.00        0.62      12.00      88.6634     96.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00      96.6634    106.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00     106.4134    108.4134    Yes
      2      US#6[M19]       60.00        0.88       5.00     108.4134    108.8301    Yes
      2      US#6[M19]       60.00        0.88       3.00     108.8301    110.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     110.0801    111.2051     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 111.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.9820 in2       Ycg =  4.35 in
         P_init    =     1956.7 kips  Ecc = 16.39 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.22 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.540 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.85 ksi    0.00 ksi
    due to Composite Loads                                 -2.53 ksi    0.00 ksi
    due to Live Loads                                      -6.62 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                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        16.64 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.22 ksi  ( 9.80 %)             9.09 ksi ( 4.64 %)
Total Prestress Losses                                    28.31 ksi (14.44 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.7 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    90.6    86.2   375.4   688.0   911.3  1045.3  1089.9
(Max)       V      39.6    38.0    38.0    32.1    24.1    16.0     8.0     0.0
DL-Prec.  : M       0.0    15.3    14.6    63.4   116.2   153.9   176.6   184.1
DC(Max)     V       6.7     6.4     6.4     5.4     4.1     2.7     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   114.9   109.3   476.0   872.5  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    48.2    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.6     2.6     5.4     8.2    11.0    13.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.2    35.4   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.6    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    19.5    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   196.1   186.5   808.3  1468.6  1923.4  2194.1  2268.6
            V     146.1   141.8   142.0   126.7   106.9    87.0    59.3    39.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   146.1   141.8   142.0   126.7   108.2    90.6    73.7    57.7
            M      -0.0   193.5   184.1   783.8  1381.2  1751.4  1910.9  1876.2
Total     : M+      0.0   475.1   452.0  1965.1  3589.3  4733.3  5418.7  5633.3
            V     268.2   258.7   259.2   225.6   181.1   136.6    84.2    39.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   268.2   258.7   259.2   225.7   182.5   140.2    98.7    58.0
            M      -0.0   472.5   449.6  1940.6  3501.9  4561.3  5135.5  5240.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.78  107.67  110.00
Self wt.  : M    1045.3   911.3   688.0   375.4    86.2    90.6     0.0
(Max)       V       8.0    16.0    24.1    32.1    38.0    38.0    39.6
DL-Prec.  : M     176.6   153.9   116.2    63.4    14.6    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.4     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.5   476.0   109.3   114.9     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    48.2    48.1    50.3
Diaphragm : M      11.0     8.2     5.4     2.6     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     429.4   374.3   282.6   154.2    35.4    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.6    15.6    16.3
DL-Comp   : M     236.9   206.6   155.9    85.1    19.5    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
LL + I    : M+   2194.1  1923.4  1468.6   808.3   186.5   196.1     0.0
            V      59.3    87.0   106.9   126.7   142.0   141.8   146.1
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    73.7    90.6   108.2   126.7   142.0   141.8   146.1
            M    1910.9  1751.4  1381.2   783.8   184.1   193.5    -0.0
Total     : M+   5418.7  4733.3  3589.3  1965.1   452.0   475.1     0.0
            V      84.2   136.6   181.1   225.6   259.2   258.7   268.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    98.7   140.2   182.5   225.7   259.2   258.7   268.2
            M    5135.5  4561.3  3501.8  1940.6   449.6   472.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.6             39.6
Deck+Haunch            50.3             50.3
Diaphragm               0.2              0.3
DL-Prec.(DC)            6.7              6.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           81.4             81.4
DL-Comp.(DW)           44.9             44.9
Live                  101.1            101.1
        Truck          65.9             65.9
        Lane           35.2             35.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    90.6    86.2   375.4   688.0   911.3  1045.3  1089.9
(Max)       V      39.6    38.0    38.0    32.1    24.1    16.0     8.0     0.0
DL-Prec.  : M       0.0    15.3    14.6    63.4   116.2   153.9   176.6   184.1
DC(Max)     V       6.7     6.4     6.4     5.4     4.1     2.7     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   114.9   109.3   476.0   872.5  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    48.2    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.6     2.6     5.4     8.2    11.0    13.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.2    35.4   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.6    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    19.5    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   156.8   149.2   646.7  1174.9  1538.7  1755.3  1814.9
            V     116.9   113.4   113.6   101.4    85.5    69.6    47.5    31.6
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   116.9   113.4   113.6   101.4    86.6    72.5    59.0    46.2
            M      -0.0   154.8   147.3   627.0  1105.0  1401.1  1528.7  1501.0
Total     : M+      0.0   435.9   414.7  1803.4  3295.5  4348.6  4979.9  5179.6
            V     239.0   230.3   230.8   200.3   159.7   119.2    72.4    31.8
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   239.0   230.3   230.8   200.3   160.8   122.0    83.9    46.4
            M      -0.0   433.9   412.7  1783.8  3225.6  4211.0  4753.3  4865.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.78  107.67  110.00
Self wt.  : M    1045.3   911.3   688.0   375.4    86.2    90.6     0.0
(Max)       V       8.0    16.0    24.1    32.1    38.0    38.0    39.6
DL-Prec.  : M     176.6   153.9   116.2    63.4    14.6    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.4     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.5   476.0   109.3   114.9     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    48.2    48.1    50.3
Diaphragm : M      11.0     8.2     5.4     2.6     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     429.4   374.3   282.6   154.2    35.4    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.6    15.6    16.3
DL-Comp   : M     236.9   206.6   155.9    85.1    19.5    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
LL + I    : M+   1755.3  1538.7  1174.9   646.7   149.2   156.8     0.0
            V      47.5    69.6    85.5   101.4   113.6   113.4   116.9
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    59.0    72.5    86.6   101.4   113.6   113.4   116.9
            M    1528.7  1401.1  1105.0   627.0   147.3   154.8    -0.0
Total     : M+   4979.9  4348.6  3295.5  1803.4   414.7   435.9     0.0
            V      72.4   119.2   159.7   200.3   230.8   230.3   239.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    83.9   122.0   160.8   200.3   230.8   230.3   239.0
            M    4753.3  4211.0  3225.6  1783.8   412.7   433.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   113.2   107.7   469.3   860.0  1139.1  1306.6  1362.4
(Max)       V      49.5    47.4    47.5    40.1    30.1    20.1    10.0     0.0
Self wt.  : M       0.0    81.5    77.5   337.9   619.2   820.2   940.8   981.0
(Min)       V      35.7    34.2    34.2    28.9    21.7    14.4     7.2     0.0
DL-Prec.  : M       0.0    19.1    18.2    79.3   145.3   192.4   220.7   230.1
DC(Max)     V       8.4     8.0     8.0     6.8     5.1     3.4     1.7     0.0
DL-Prec.  : M       0.0    13.8    13.1    57.1   104.6   138.5   158.9   165.7
DC(Min)     V       6.0     5.8     5.8     4.9     3.7     2.4     1.2     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   143.6   136.6   595.1  1090.6  1444.5  1656.9  1727.7
Haunch (Max)V      62.8    60.2    60.3    50.9    38.2    25.4    12.7     0.0
Deck +    : M       0.0   103.4    98.3   428.4   785.2  1040.0  1192.9  1243.9
Haunch (Min)V      45.2    43.3    43.4    36.6    27.5    18.3     9.2     0.0
Diaphragm : M       0.0     0.7     0.7     3.3     6.8    10.2    13.7    17.2
(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     2.4     4.9     7.4     9.9    12.4
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    46.5    44.2   192.8   353.3   467.9   536.7   559.6
DC(Max)     V      20.4    19.5    19.5    16.5    12.4     8.2     4.1     0.0
DL-Comp   : M       0.0    33.5    31.9   138.8   254.3   336.9   386.4   402.9
DC(Min)     V      14.7    14.0    14.1    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    30.8    29.3   127.6   233.9   309.8   355.4   370.6
DW(Max)     V      13.5    12.9    12.9    10.9     8.2     5.5     2.7     0.0
DL-Comp   : M       0.0    13.3    12.7    55.3   101.4   134.3   154.0   160.6
DW(Min)     V       5.8     5.6     5.6     4.7     3.5     2.4     1.2     0.0
LL + I    : M+      0.0   343.1   326.4  1414.6  2570.1  3365.9  3839.8  3970.1
            V     255.7   248.1   248.5   221.8   187.0   152.3   103.8    69.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   255.7   248.1   248.5   221.8   189.4   158.5   129.0   101.1
            M      -0.0   338.6   322.2  1371.6  2417.1  3065.0  3344.1  3283.4
Total     : M+      0.0   697.1   663.1  2881.8  5259.9  6929.9  7929.7  8237.7
            V     410.5   396.4   397.1   347.2   281.2   215.1   135.4    69.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   410.5   396.4   397.1   347.3   283.6   221.4   160.6   101.4
            M      -0.0   692.6   658.9  2838.9  5106.9  6629.0  7434.1  7551.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.78  107.67  110.00
Self wt.  : M    1306.6  1139.1   860.0   469.3   107.7   113.2     0.0
(Max)       V      10.0    20.1    30.1    40.1    47.5    47.4    49.5
Self wt.  : M     940.8   820.2   619.2   337.9    77.5    81.5     0.0
(Min)       V       7.2    14.4    21.7    28.9    34.2    34.2    35.7
DL-Prec.  : M     220.7   192.4   145.3    79.3    18.2    19.1     0.0
DC(Max)     V       1.7     3.4     5.1     6.8     8.0     8.0     8.4
DL-Prec.  : M     158.9   138.5   104.6    57.1    13.1    13.8     0.0
DC(Min)     V       1.2     2.4     3.7     4.9     5.8     5.8     6.0
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    1656.9  1444.5  1090.6   595.1   136.6   143.6     0.0
Haunch (Max)V      12.7    25.4    38.2    50.9    60.3    60.2    62.8
Deck +    : M    1192.9  1040.0   785.2   428.4    98.3   103.4     0.0
Haunch (Min)V       9.2    18.3    27.5    36.6    43.4    43.3    45.2
Diaphragm : M      13.7    10.2     6.8     3.3     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.9     7.4     4.9     2.4     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     536.7   467.9   353.3   192.8    44.2    46.5     0.0
DC(Max)     V       4.1     8.2    12.4    16.5    19.5    19.5    20.4
DL-Comp   : M     386.4   336.9   254.3   138.8    31.9    33.5     0.0
DC(Min)     V       3.0     5.9     8.9    11.9    14.1    14.0    14.7
DL-Comp   : M     355.4   309.8   233.9   127.6    29.3    30.8     0.0
DW(Max)     V       2.7     5.5     8.2    10.9    12.9    12.9    13.5
DL-Comp   : M     154.0   134.3   101.4    55.3    12.7    13.3     0.0
DW(Min)     V       1.2     2.4     3.5     4.7     5.6     5.6     5.8
LL + I    : M+   3839.8  3365.9  2570.1  1414.6   326.4   343.1     0.0
            V     103.8   152.3   187.0   221.8   248.5   248.1   255.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   129.0   158.5   189.4   221.8   248.5   248.1   255.7
            M    3344.1  3065.0  2417.1  1371.6   322.2   338.6    -0.0
Total     : M+   7929.7  6929.9  5259.9  2881.8   663.1   697.1     0.0
            V     135.4   215.1   281.2   347.2   397.1   396.4   410.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   160.6   221.4   283.6   347.3   397.1   396.4   410.5
            M    7434.1  6629.0  5106.9  2838.9   658.9   692.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               49.5             49.5
Deck+Haunch            62.8             62.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.4              8.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          101.8            101.8
DL-Comp.(DW)           67.4             67.4
Live                  176.9            176.9
        Truck         115.3            115.3
        Lane           61.6             61.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    90.6    86.2   375.4   688.0   911.3  1045.3  1089.9
(Max)       V      39.6    38.0    38.0    32.1    24.1    16.0     8.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    15.3    14.6    63.4   116.2   153.9   176.6   184.1
DC(Max)     V       6.7     6.4     6.4     5.4     4.1     2.7     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   114.9   109.3   476.0   872.5  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    48.2    40.7    30.5    20.3    10.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.6     5.4     8.2    11.0    13.7
(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    37.2    35.4   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.6    13.2     9.9     6.6     3.3     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    20.5    19.5    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     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   131.4   125.0   535.6   954.8  1246.1  1399.3  1397.5
            V     115.0   111.9   112.1   101.2    87.5    66.4    52.6    38.9
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   115.0   111.9   112.1   101.2    87.5    73.7    59.9    46.1
            M       0.0   131.4   125.0   535.6   954.8  1218.8  1327.6  1281.3
Total     : M+      0.0   410.4   390.4  1692.4  3075.4  4056.0  4623.9  4762.1
            V     237.1   228.9   229.3   200.1   161.7   116.0    77.6    39.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   237.1   228.9   229.3   200.1   161.7   123.2    84.8    46.3
            M       0.0   410.4   390.4  1692.4  3075.4  4028.7  4552.2  4646.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.78  107.67  110.00
Self wt.  : M    1045.3   911.3   688.0   375.4    86.2    90.6     0.0
(Max)       V       8.0    16.0    24.1    32.1    38.0    38.0    39.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     176.6   153.9   116.2    63.4    14.6    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.4     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.5   476.0   109.3   114.9     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    48.2    48.1    50.3
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      11.0     8.2     5.4     2.6     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     429.4   374.3   282.6   154.2    35.4    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.6    15.6    16.3
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     236.9   206.6   155.9    85.1    19.5    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
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+   1399.3  1246.1   954.8   535.6   125.0   131.4     0.0
            V      52.6    66.4    87.5   101.2   112.1   111.9   115.0
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    59.9    73.7    87.5   101.2   112.1   111.9   115.0
            M    1327.6  1218.8   954.8   535.6   125.0   131.4     0.0
Total     : M+   4623.9  4056.0  3075.4  1692.4   390.4   410.4     0.0
            V      77.6   116.0   161.7   200.1   229.3   228.9   237.1
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    84.8   123.2   161.7   200.1   229.3   228.9   237.1
            M    4552.2  4028.7  3075.4  1692.4   390.4   410.4     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67
 
Beam-Self
Precast-top    0.190   0.652   1.153   1.504   1.708   1.779 
Bottom        -0.153  -0.522  -0.917  -1.187  -1.336  -1.392 
 
Prestress
Precast-top   -0.052  -0.312  -0.663  -1.008  -1.344  -1.344 
Bottom         4.844   5.040   5.300   5.550   5.791   5.791 
 
Total
Precast-top    0.139   0.339   0.489   0.497   0.363   0.435 
Bottom         4.690   4.517   4.383   4.364   4.455   4.399 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.31 %)
             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   10.47   21.60   32.73   43.87   55.00
 
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   0.021   0.020   0.087   0.158   0.208   0.238   0.248 
Precast-top    0.005   0.330   0.317   1.281   2.257   2.858   3.089   3.274 
Bottom         0.984   3.860   3.724   2.976   2.072   1.512   1.285   1.122 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67
 
Beam-Self
Precast-top    0.190   0.652   1.153   1.504   1.708   1.779 
Bottom        -0.153  -0.522  -0.917  -1.187  -1.336  -1.392 
 
Prestress
Precast-top   -0.052  -0.312  -0.663  -1.008  -1.344  -1.344 
Bottom         4.844   5.040   5.300   5.550   5.791   5.791 
 
Total
Precast-top    0.139   0.339   0.489   0.497   0.363   0.435 
Bottom         4.690   4.517   4.383   4.364   4.455   4.399 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.31 %)
             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   10.47   21.60   32.73   43.87   55.00
 
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   10.47   21.60   32.73   43.87   55.00
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   0.058   0.055   0.237   0.423   0.551   0.619   0.623 
Precast-top    0.002   0.201   0.192   0.785   1.385   1.763   1.919   2.011 
Bottom         0.492   1.819   1.756   1.039   0.242  -0.272  -0.503  -0.583 
 

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
    410.5    6.5   49.0    1.206   4.2   6.00e-3 50.0    425.9     2.092    4.693      0.00
      0.0    1.0   48.5     41.9 0.159      26.1 0.87    12.00     0.123    1.565 
Transfer:   3.00
    396.4    6.5   49.0    5.439  18.7  -0.07e-3 28.8    275.8     0.647    1.760      0.00
    692.6    4.5   46.8    189.0 0.154     145.9 5.06    12.00     0.123    1.595 
Critical:   4.55
    386.9    6.5   49.0    5.954  18.7  -0.10e-3 28.7    262.5     0.616    1.760      0.00
   1104.3    5.0   46.6    189.0 0.151     148.7 5.18    12.00     0.123    1.627 
0.1L    :  11.13
    347.3    6.5   49.0    8.107  18.7  -0.11e-3 28.6    219.3     0.523    0.827      0.00
   2838.9    6.7   45.7    189.0 0.137     147.8 5.25    12.00     0.123    1.330 
0.2L    :  22.27
    283.6    6.5   45.9    9.982  18.7  -0.04e-3 28.8    166.1     0.430    0.620      0.00
   5106.9    6.8   42.5    189.0 0.119     130.2 4.97    24.00     0.123    1.233 
0.3L    :  33.40
    221.4    6.5   47.4    9.982  18.7   0.43e-3 30.5    128.9     0.345    0.413      0.00
   6629.0    6.8   44.0    189.0 0.088      98.3 3.62    24.00     0.123    1.103 
0.4L    :  44.53
    160.6    6.5   48.9    9.982   0.0   0.83e-3 31.9     95.4     0.261    0.413      0.00
   7434.1    6.8   45.5    189.0 0.067      83.1 2.96    24.00     0.123    1.312 
0.5L    :  55.67
    101.4    6.5   48.9    9.982   0.0   0.73e-3 31.5     25.5     0.123    0.413      0.00
   7551.0    6.8   45.5    189.0 0.042      87.2 3.11    24.00     0.123    2.134 
0.6L    :  66.80
    160.6    6.5   48.9    9.982   0.0   0.83e-3 31.9     95.4     0.261    0.413      0.00
   7434.1    6.8   45.5    189.0 0.067      83.1 2.96    24.00     0.123    1.312 
0.7L    :  77.93
    221.4    6.5   47.4    9.982  18.7   0.43e-3 30.5    128.9     0.345    0.413      0.00
   6629.0    6.8   44.0    189.0 0.088      98.3 3.62    24.00     0.123    1.103 
0.8L    :  89.06
    283.6    6.5   45.9    9.982  18.7  -0.04e-3 28.8    166.1     0.430    0.620      0.00
   5106.9    6.8   42.5    189.0 0.119     130.2 4.97    24.00     0.123    1.233 
0.9L    : 100.20
    347.3    6.5   49.0    8.107  18.7  -0.11e-3 28.6    219.3     0.523    0.827      0.00
   2838.9    6.7   45.7    189.0 0.137     147.8 5.25    12.00     0.123    1.330 
Critical: 106.78
    386.9    6.5   49.0    5.954  18.7  -0.10e-3 28.7    262.5     0.616    1.760      0.00
   1104.3    5.0   46.6    189.0 0.151     148.7 5.18    12.00     0.123    1.627 
Transfer: 108.33
    396.4    6.5   49.0    5.439  18.7  -0.07e-3 28.8    275.8     0.647    1.760      0.00
    692.6    4.5   46.8    189.0 0.154     145.9 5.06    12.00     0.123    1.595 
Bearing : 110.67
    410.5    6.5   49.0    1.206   4.2   6.00e-3 50.0    425.9     2.092    4.693      0.00
      0.0    1.0   48.5     41.9 0.159      26.1 0.87    12.00     0.123    1.565 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1956.67
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    3.91
 
 
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
    410.5      9.40     49.04    1.04       48.52    24.00      0.300      2.384      0.200      0.000*
Transfer:      2.33
    396.4      9.42     49.04    4.55       46.77    24.00      0.300      2.390      0.204      1.760 
Critical:      3.88
    387.1      9.24     49.04    4.96       46.56    24.00      0.300      2.329      0.168      1.760 
0.1L    :     10.47
    347.3      8.44     49.04    6.67       45.70    24.00      0.300      2.064      0.009      0.827 
0.2L    :     21.60
    283.6      7.41     45.95    6.79       42.55    24.00      0.300      1.719      0.000      0.620 
0.3L    :     32.73
    221.4      5.59     47.42    6.80       44.02    24.00      0.300      1.113      0.000      0.413 
0.4L    :     43.87
    160.6      3.92     48.90    6.81       45.50    24.00      0.300      0.558      0.000      0.413 
0.5L    :     55.00
    101.4      2.48     48.90    6.81       45.50    24.00      0.300      0.075      0.000      0.413 
0.6L    :     66.13
    160.6      3.92     48.90    6.81       45.50    24.00      0.300      0.558      0.000      0.413 
0.7L    :     77.27
    221.4      5.59     47.42    6.80       44.02    24.00      0.300      1.113      0.000      0.413 
0.8L    :     88.40
    283.6      7.41     45.95    6.79       42.55    24.00      0.300      1.719      0.000      0.620 
0.9L    :     99.53
    347.3      8.44     49.04    6.67       45.70    24.00      0.300      2.064      0.009      0.827 
Critical:    106.12
    387.1      9.24     49.04    4.96       46.56    24.00      0.300      2.329      0.168      1.760 
Transfer:    107.67
    396.4      9.42     49.04    4.55       46.77    24.00      0.300      2.390      0.204      1.760 
Bearing :    110.00
    410.5      9.40     49.04    1.04       48.52    24.00      0.300      2.384      0.200      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.47 ft
Prestress      :       2.201  1.80      3.961  2.20      4.841
Self Wt.       :      -0.805  1.85     -1.490  2.40     -1.933
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          :       1.395            2.471            2.908
 
At 0.2 x L = 21.60 ft
Prestress      :       3.944  1.80      7.100  2.20      8.678
Self Wt.       :      -1.511  1.85     -2.796  2.40     -3.627
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          :       2.433            4.304            5.051
 
At 0.3 x L = 32.73 ft
Prestress      :       5.190  1.80      9.343  2.20     11.419
Self Wt.       :      -2.050  1.85     -3.792  2.40     -4.920
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          :       3.141            5.551            6.499
 
At 0.4 x L = 43.87 ft
Prestress      :       5.905  1.80     10.629  2.20     12.991
Self Wt.       :      -2.376  1.85     -4.396  2.40     -5.703
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          :       3.529            6.233            7.288
 
At 0.5 x L = 55.00 ft
Prestress      :       6.175  1.80     11.114  2.20     13.584
Self Wt.       :      -2.495  1.85     -4.616  2.40     -5.989
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          :       3.679            6.498            7.595
 
At 0.6 x L = 66.13 ft
Prestress      :       5.905  1.80     10.629  2.20     12.991
Self Wt.       :      -2.376  1.85     -4.396  2.40     -5.703
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          :       3.529            6.233            7.288
 
At 0.7 x L = 77.27 ft
Prestress      :       5.190  1.80      9.343  2.20     11.419
Self Wt.       :      -2.050  1.85     -3.792  2.40     -4.920
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          :       3.141            5.551            6.499
 
At 0.8 x L = 88.40 ft
Prestress      :       3.944  1.80      7.100  2.20      8.678
Self Wt.       :      -1.511  1.85     -2.796  2.40     -3.627
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          :       2.433            4.304            5.051
 
At 0.9 x L = 99.53 ft
Prestress      :       2.201  1.80      3.961  2.20      4.841
Self Wt.       :      -0.805  1.85     -1.490  2.40     -1.933
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          :       1.395            2.471            2.908
 

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
   697.1    43.4  6.584  260.7    5.4   4.55   5880.6  0.026T 1.00       -       -     -     -  
H/2     :   2.22
   663.1    43.4  6.329  261.0    5.2   4.38   5669.8  0.027T 1.00       -       -     -     -  
0.1L    :  10.47
  2881.8    44.5  9.814  256.7    7.9   6.67   8632.9  0.017T 1.00       -       -     -     -  
0.2L    :  21.60
  5259.9    45.9  9.982  256.8    8.0   6.79   9090.8  0.016T 1.00    473.2   473.2   19.21    -  
0.3L    :  32.73
  6929.9    47.4  9.982  257.2    8.0   6.80   9419.9  0.016T 1.00    207.6   207.6   45.37    -  
0.4L    :  43.87
  7929.7    48.9  9.982  257.6    8.0   6.81   9749.1  0.016T 1.00     68.5    68.5  142.37    -  
0.5L    :  55.00
  8237.7    48.9  9.982  257.6    8.0   6.81   9749.1  0.016T 1.00     10.1    10.1  969.81    -  
0.6L    :  66.13
  7929.7    48.9  9.982  257.6    8.0   6.81   9749.1  0.016T 1.00     68.5    68.5  142.37    -  
0.7L    :  77.27
  6929.9    47.4  9.982  257.2    8.0   6.80   9419.9  0.016T 1.00    207.6   207.6   45.37    -  
0.8L    :  88.40
  5259.9    45.9  9.982  256.8    8.0   6.79   9090.8  0.016T 1.00    473.2   473.2   19.21    -  
0.9L    :  99.53
  2881.8    44.5  9.814  256.7    7.9   6.67   8632.9  0.017T 1.00    869.6   869.6    9.93    -  
H/2     : 107.78
   663.1    43.4  6.329  261.0    5.2   4.38   5669.8  0.027T 1.00       -       -     -     -  
Transfer: 107.67
   697.1    43.4  6.584  260.7    5.4   4.55   5880.6  0.026T 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 1-23; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.098
        M   2.00 Fb     0.130
 
  2   2 E  42.00 Ft     0.439
        M   8.00 Fb     0.063
 
  3   2 E  40.00 Ft     0.758
        M   6.00 Fb     0.015
 
  4   2 E  38.00 Ft     1.054
        M   4.00 Fb    -0.015
 
  5   2 E  36.00 Ft     1.326
        M   2.00 Fb    -0.026
 
  6   2 E   8.00 Ft     1.303
        M   8.00 Fb     0.202
 
  7   2 E   6.00 Ft     1.256
        M   6.00 Fb     0.449
 
  8   2 E   6.00 Ft     1.209
        M   6.00 Fb     0.695
 
  9   2 E   6.00 Ft     1.162
        M   6.00 Fb     0.942
 
 10   2 E   6.00 Ft     1.116
        M   6.00 Fb     1.188
 
 11   2 E   6.00 Ft     1.069
        M   6.00 Fb     1.435
 
 12   2 E   6.00 Ft     1.022
        M   6.00 Fb     1.681
 
 13   2 E   4.00 Ft     0.952
        M   4.00 Fb     1.946
 
 14   2 E   4.00 Ft     0.882
        M   4.00 Fb     2.211
 
 15   2 E   4.00 Ft     0.813
        M   4.00 Fb     2.477
 
 16   2 E   4.00 Ft     0.743
        M   4.00 Fb     2.742
 
 17   2 E   4.00 Ft     0.673
        M   4.00 Fb     3.007
 
 18   2 E   4.00 Ft     0.603
        M   4.00 Fb     3.272
 
 19   2 E   2.00 Ft     0.510
        M   2.00 Fb     3.555
 
 20   2 E   2.00 Ft     0.417
        M   2.00 Fb     3.839
 
 21   2 E   2.00 Ft     0.325
        M   2.00 Fb     4.123
 
 22   2 E   2.00 Ft     0.232
        M   2.00 Fb     4.406
 
 23   2 E   2.00 Ft     0.139
        M   2.00 Fb     4.690
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 111.33            Release Length, ft: 111.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  46
No. of strands, Draped:   8           No. of strands, Straight:  38
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.0 ksi  f'ct   4.0 ksi
Initial losses:  9.80 %               Final losses: 14.44 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.690     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.139       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  9749.06     8237.67     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   0.248     Midspan
    Pre.Top:   5.400  -0.000     Bearing    4.050   3.274     Midspan
    Pre.Bot:   5.400  -0.000     Bearing    4.050   3.860    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.570  -0.000     Bearing
    Pre.Bot:  -0.570  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.600   2.011     Midspan
    Pre.Bot:                                                             3.600   1.819    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  55.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       6.175  1.80     11.114  2.20     13.584
Self Wt.       :      -2.495  1.85     -4.616  2.40     -5.989
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          :       3.679            6.498            7.595
 
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  110.00
     DC  Line       0.087      0.00       0.087  110.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    55.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 111.330 ft
Release length = 111.330 ft
Design  length = 110.000 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)  : 0.703   (Calculated)    
Live Moment (1  lane  loaded)  : 0.481   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.189   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.951   (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           1363.1 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           460281 in4#
Ht. of c.g.           =        20.74 in             34.80 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 = 0.7652

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    10.47    21.60    32.73    43.87    55.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    701.6    736.0    734.3    736.0    736.0    736.0    736.0    736.0
  Yb      ,  in    20.59    20.09    20.11    20.02    19.93    19.84    19.76    19.76
  MI(Ixx) , in4   180050   183888   183695   184912   186472   188214   190137   190137
Composite: (At Final, using Ec =  5575.2 ksi )
  Area    , in2   1372.2   1404.1   1402.5   1404.1   1404.1   1404.1   1404.1   1404.1
  Yb      ,  in    34.64    34.07    34.10    34.04    34.00    33.96    33.91    33.91
  MI(Ixx) , in4   465764   485065   484102   487258   490410   493736   497237   497237

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.00 ksi           4.00 ksi
  Elasticity         =    5575.24 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.40 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.05 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           =       3.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.57 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  46 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 44.53 ft from member end )
END PATTERN (Ycg = 10.26 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in
     2 @ 36.000 in     2 @ 38.000 in     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.35 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 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     =    9.98 in2      Initial Pull          =     1956.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.557 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.446 ft
Holddown Force        =  21.607 kips     Beam Shrtng (PL/AE)   =      0.678 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)       
--------------------------------------------------------------------------------------
      5122.620         740 3790.739     19.809 80227.352  1131.618     704.712        
 
 
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       2.25       0.1250      1.2500     No
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.5000      2.9167    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.9167      4.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.9167     14.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     22.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.6667     30.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      30.1667     81.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      81.1634     88.6634    Yes
      2      US#5[M16]       60.00        0.62      12.00      88.6634     96.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00      96.6634    106.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00     106.4134    108.4134    Yes
      2      US#6[M19]       60.00        0.88       5.00     108.4134    108.8301    Yes
      2      US#6[M19]       60.00        0.88       3.00     108.8301    110.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     110.0801    111.2051     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 111.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.9820 in2       Ycg =  4.35 in
         P_init    =     1956.7 kips  Ecc = 16.39 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.22 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.540 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.85 ksi    0.00 ksi
    due to Composite Loads                                 -2.53 ksi    0.00 ksi
    due to Live Loads                                      -6.62 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                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        16.64 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.22 ksi  ( 9.80 %)             9.09 ksi ( 4.64 %)
Total Prestress Losses                                    28.31 ksi (14.44 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.7 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    90.6    86.2   375.4   688.0   911.3  1045.3  1089.9
(Max)       V      39.6    38.0    38.0    32.1    24.1    16.0     8.0     0.0
DL-Prec.  : M       0.0    15.3    14.6    63.4   116.2   153.9   176.6   184.1
DC(Max)     V       6.7     6.4     6.4     5.4     4.1     2.7     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   114.9   109.3   476.0   872.5  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    48.2    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.6     2.6     5.4     8.2    11.0    13.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.2    35.4   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.6    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    19.5    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   196.1   186.5   808.3  1468.6  1923.4  2194.1  2268.6
            V     146.1   141.8   142.0   126.7   106.9    87.0    59.3    39.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   146.1   141.8   142.0   126.7   108.2    90.6    73.7    57.7
            M      -0.0   193.5   184.1   783.8  1381.2  1751.4  1910.9  1876.2
Total     : M+      0.0   475.1   452.0  1965.1  3589.3  4733.3  5418.7  5633.3
            V     268.2   258.7   259.2   225.6   181.1   136.6    84.2    39.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   268.2   258.7   259.2   225.7   182.5   140.2    98.7    58.0
            M      -0.0   472.5   449.6  1940.6  3501.9  4561.3  5135.5  5240.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.78  107.67  110.00
Self wt.  : M    1045.3   911.3   688.0   375.4    86.2    90.6     0.0
(Max)       V       8.0    16.0    24.1    32.1    38.0    38.0    39.6
DL-Prec.  : M     176.6   153.9   116.2    63.4    14.6    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.4     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.5   476.0   109.3   114.9     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    48.2    48.1    50.3
Diaphragm : M      11.0     8.2     5.4     2.6     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     429.4   374.3   282.6   154.2    35.4    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.6    15.6    16.3
DL-Comp   : M     236.9   206.6   155.9    85.1    19.5    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
LL + I    : M+   2194.1  1923.4  1468.6   808.3   186.5   196.1     0.0
            V      59.3    87.0   106.9   126.7   142.0   141.8   146.1
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    73.7    90.6   108.2   126.7   142.0   141.8   146.1
            M    1910.9  1751.4  1381.2   783.8   184.1   193.5    -0.0
Total     : M+   5418.7  4733.3  3589.3  1965.1   452.0   475.1     0.0
            V      84.2   136.6   181.1   225.6   259.2   258.7   268.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    98.7   140.2   182.5   225.7   259.2   258.7   268.2
            M    5135.5  4561.3  3501.8  1940.6   449.6   472.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.6             39.6
Deck+Haunch            50.3             50.3
Diaphragm               0.2              0.3
DL-Prec.(DC)            6.7              6.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           81.4             81.4
DL-Comp.(DW)           44.9             44.9
Live                  101.1            101.1
        Truck          65.9             65.9
        Lane           35.2             35.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    90.6    86.2   375.4   688.0   911.3  1045.3  1089.9
(Max)       V      39.6    38.0    38.0    32.1    24.1    16.0     8.0     0.0
DL-Prec.  : M       0.0    15.3    14.6    63.4   116.2   153.9   176.6   184.1
DC(Max)     V       6.7     6.4     6.4     5.4     4.1     2.7     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   114.9   109.3   476.0   872.5  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    48.2    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.6     2.6     5.4     8.2    11.0    13.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.2    35.4   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.6    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    19.5    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   156.8   149.2   646.7  1174.9  1538.7  1755.3  1814.9
            V     116.9   113.4   113.6   101.4    85.5    69.6    47.5    31.6
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   116.9   113.4   113.6   101.4    86.6    72.5    59.0    46.2
            M      -0.0   154.8   147.3   627.0  1105.0  1401.1  1528.7  1501.0
Total     : M+      0.0   435.9   414.7  1803.4  3295.5  4348.6  4979.9  5179.6
            V     239.0   230.3   230.8   200.3   159.7   119.2    72.4    31.8
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   239.0   230.3   230.8   200.3   160.8   122.0    83.9    46.4
            M      -0.0   433.9   412.7  1783.8  3225.6  4211.0  4753.3  4865.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.78  107.67  110.00
Self wt.  : M    1045.3   911.3   688.0   375.4    86.2    90.6     0.0
(Max)       V       8.0    16.0    24.1    32.1    38.0    38.0    39.6
DL-Prec.  : M     176.6   153.9   116.2    63.4    14.6    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.4     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.5   476.0   109.3   114.9     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    48.2    48.1    50.3
Diaphragm : M      11.0     8.2     5.4     2.6     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     429.4   374.3   282.6   154.2    35.4    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.6    15.6    16.3
DL-Comp   : M     236.9   206.6   155.9    85.1    19.5    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
LL + I    : M+   1755.3  1538.7  1174.9   646.7   149.2   156.8     0.0
            V      47.5    69.6    85.5   101.4   113.6   113.4   116.9
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    59.0    72.5    86.6   101.4   113.6   113.4   116.9
            M    1528.7  1401.1  1105.0   627.0   147.3   154.8    -0.0
Total     : M+   4979.9  4348.6  3295.5  1803.4   414.7   435.9     0.0
            V      72.4   119.2   159.7   200.3   230.8   230.3   239.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    83.9   122.0   160.8   200.3   230.8   230.3   239.0
            M    4753.3  4211.0  3225.6  1783.8   412.7   433.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   113.2   107.7   469.3   860.0  1139.1  1306.6  1362.4
(Max)       V      49.5    47.4    47.5    40.1    30.1    20.1    10.0     0.0
Self wt.  : M       0.0    81.5    77.5   337.9   619.2   820.2   940.8   981.0
(Min)       V      35.7    34.2    34.2    28.9    21.7    14.4     7.2     0.0
DL-Prec.  : M       0.0    19.1    18.2    79.3   145.3   192.4   220.7   230.1
DC(Max)     V       8.4     8.0     8.0     6.8     5.1     3.4     1.7     0.0
DL-Prec.  : M       0.0    13.8    13.1    57.1   104.6   138.5   158.9   165.7
DC(Min)     V       6.0     5.8     5.8     4.9     3.7     2.4     1.2     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   143.6   136.6   595.1  1090.6  1444.5  1656.9  1727.7
Haunch (Max)V      62.8    60.2    60.3    50.9    38.2    25.4    12.7     0.0
Deck +    : M       0.0   103.4    98.3   428.4   785.2  1040.0  1192.9  1243.9
Haunch (Min)V      45.2    43.3    43.4    36.6    27.5    18.3     9.2     0.0
Diaphragm : M       0.0     0.7     0.7     3.3     6.8    10.2    13.7    17.2
(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     2.4     4.9     7.4     9.9    12.4
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    46.5    44.2   192.8   353.3   467.9   536.7   559.6
DC(Max)     V      20.4    19.5    19.5    16.5    12.4     8.2     4.1     0.0
DL-Comp   : M       0.0    33.5    31.9   138.8   254.3   336.9   386.4   402.9
DC(Min)     V      14.7    14.0    14.1    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    30.8    29.3   127.6   233.9   309.8   355.4   370.6
DW(Max)     V      13.5    12.9    12.9    10.9     8.2     5.5     2.7     0.0
DL-Comp   : M       0.0    13.3    12.7    55.3   101.4   134.3   154.0   160.6
DW(Min)     V       5.8     5.6     5.6     4.7     3.5     2.4     1.2     0.0
LL + I    : M+      0.0   343.1   326.4  1414.6  2570.1  3365.9  3839.8  3970.1
            V     255.7   248.1   248.5   221.8   187.0   152.3   103.8    69.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   255.7   248.1   248.5   221.8   189.4   158.5   129.0   101.1
            M      -0.0   338.6   322.2  1371.6  2417.1  3065.0  3344.1  3283.4
Total     : M+      0.0   697.1   663.1  2881.8  5259.9  6929.9  7929.7  8237.7
            V     410.5   396.4   397.1   347.2   281.2   215.1   135.4    69.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   410.5   396.4   397.1   347.3   283.6   221.4   160.6   101.4
            M      -0.0   692.6   658.9  2838.9  5106.9  6629.0  7434.1  7551.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.78  107.67  110.00
Self wt.  : M    1306.6  1139.1   860.0   469.3   107.7   113.2     0.0
(Max)       V      10.0    20.1    30.1    40.1    47.5    47.4    49.5
Self wt.  : M     940.8   820.2   619.2   337.9    77.5    81.5     0.0
(Min)       V       7.2    14.4    21.7    28.9    34.2    34.2    35.7
DL-Prec.  : M     220.7   192.4   145.3    79.3    18.2    19.1     0.0
DC(Max)     V       1.7     3.4     5.1     6.8     8.0     8.0     8.4
DL-Prec.  : M     158.9   138.5   104.6    57.1    13.1    13.8     0.0
DC(Min)     V       1.2     2.4     3.7     4.9     5.8     5.8     6.0
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    1656.9  1444.5  1090.6   595.1   136.6   143.6     0.0
Haunch (Max)V      12.7    25.4    38.2    50.9    60.3    60.2    62.8
Deck +    : M    1192.9  1040.0   785.2   428.4    98.3   103.4     0.0
Haunch (Min)V       9.2    18.3    27.5    36.6    43.4    43.3    45.2
Diaphragm : M      13.7    10.2     6.8     3.3     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.9     7.4     4.9     2.4     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     536.7   467.9   353.3   192.8    44.2    46.5     0.0
DC(Max)     V       4.1     8.2    12.4    16.5    19.5    19.5    20.4
DL-Comp   : M     386.4   336.9   254.3   138.8    31.9    33.5     0.0
DC(Min)     V       3.0     5.9     8.9    11.9    14.1    14.0    14.7
DL-Comp   : M     355.4   309.8   233.9   127.6    29.3    30.8     0.0
DW(Max)     V       2.7     5.5     8.2    10.9    12.9    12.9    13.5
DL-Comp   : M     154.0   134.3   101.4    55.3    12.7    13.3     0.0
DW(Min)     V       1.2     2.4     3.5     4.7     5.6     5.6     5.8
LL + I    : M+   3839.8  3365.9  2570.1  1414.6   326.4   343.1     0.0
            V     103.8   152.3   187.0   221.8   248.5   248.1   255.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   129.0   158.5   189.4   221.8   248.5   248.1   255.7
            M    3344.1  3065.0  2417.1  1371.6   322.2   338.6    -0.0
Total     : M+   7929.7  6929.9  5259.9  2881.8   663.1   697.1     0.0
            V     135.4   215.1   281.2   347.2   397.1   396.4   410.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   160.6   221.4   283.6   347.3   397.1   396.4   410.5
            M    7434.1  6629.0  5106.9  2838.9   658.9   692.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               49.5             49.5
Deck+Haunch            62.8             62.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.4              8.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          101.8            101.8
DL-Comp.(DW)           67.4             67.4
Live                  176.9            176.9
        Truck         115.3            115.3
        Lane           61.6             61.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    90.6    86.2   375.4   688.0   911.3  1045.3  1089.9
(Max)       V      39.6    38.0    38.0    32.1    24.1    16.0     8.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    15.3    14.6    63.4   116.2   153.9   176.6   184.1
DC(Max)     V       6.7     6.4     6.4     5.4     4.1     2.7     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   114.9   109.3   476.0   872.5  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    48.2    40.7    30.5    20.3    10.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.6     5.4     8.2    11.0    13.7
(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    37.2    35.4   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.6    13.2     9.9     6.6     3.3     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    20.5    19.5    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     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   131.4   125.0   535.6   954.8  1246.1  1399.3  1397.5
            V     115.0   111.9   112.1   101.2    87.5    66.4    52.6    38.9
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   115.0   111.9   112.1   101.2    87.5    73.7    59.9    46.1
            M       0.0   131.4   125.0   535.6   954.8  1218.8  1327.6  1281.3
Total     : M+      0.0   410.4   390.4  1692.4  3075.4  4056.0  4623.9  4762.1
            V     237.1   228.9   229.3   200.1   161.7   116.0    77.6    39.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   237.1   228.9   229.3   200.1   161.7   123.2    84.8    46.3
            M       0.0   410.4   390.4  1692.4  3075.4  4028.7  4552.2  4646.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.78  107.67  110.00
Self wt.  : M    1045.3   911.3   688.0   375.4    86.2    90.6     0.0
(Max)       V       8.0    16.0    24.1    32.1    38.0    38.0    39.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     176.6   153.9   116.2    63.4    14.6    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.4     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.5   476.0   109.3   114.9     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    48.2    48.1    50.3
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      11.0     8.2     5.4     2.6     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     429.4   374.3   282.6   154.2    35.4    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.6    15.6    16.3
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     236.9   206.6   155.9    85.1    19.5    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
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+   1399.3  1246.1   954.8   535.6   125.0   131.4     0.0
            V      52.6    66.4    87.5   101.2   112.1   111.9   115.0
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    59.9    73.7    87.5   101.2   112.1   111.9   115.0
            M    1327.6  1218.8   954.8   535.6   125.0   131.4     0.0
Total     : M+   4623.9  4056.0  3075.4  1692.4   390.4   410.4     0.0
            V      77.6   116.0   161.7   200.1   229.3   228.9   237.1
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    84.8   123.2   161.7   200.1   229.3   228.9   237.1
            M    4552.2  4028.7  3075.4  1692.4   390.4   410.4     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67
 
Beam-Self
Precast-top    0.190   0.652   1.153   1.504   1.708   1.779 
Bottom        -0.153  -0.522  -0.917  -1.187  -1.336  -1.392 
 
Prestress
Precast-top   -0.052  -0.312  -0.663  -1.008  -1.344  -1.344 
Bottom         4.844   5.040   5.300   5.550   5.791   5.791 
 
Total
Precast-top    0.139   0.339   0.489   0.497   0.363   0.435 
Bottom         4.690   4.517   4.383   4.364   4.455   4.399 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.31 %)
             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   10.47   21.60   32.73   43.87   55.00
 
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   0.021   0.020   0.087   0.158   0.208   0.238   0.248 
Precast-top    0.005   0.330   0.317   1.281   2.257   2.858   3.089   3.274 
Bottom         0.984   3.860   3.724   2.976   2.072   1.512   1.285   1.122 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67
 
Beam-Self
Precast-top    0.190   0.652   1.153   1.504   1.708   1.779 
Bottom        -0.153  -0.522  -0.917  -1.187  -1.336  -1.392 
 
Prestress
Precast-top   -0.052  -0.312  -0.663  -1.008  -1.344  -1.344 
Bottom         4.844   5.040   5.300   5.550   5.791   5.791 
 
Total
Precast-top    0.139   0.339   0.489   0.497   0.363   0.435 
Bottom         4.690   4.517   4.383   4.364   4.455   4.399 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.31 %)
             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   10.47   21.60   32.73   43.87   55.00
 
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   10.47   21.60   32.73   43.87   55.00
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   0.058   0.055   0.237   0.423   0.551   0.619   0.623 
Precast-top    0.002   0.201   0.192   0.785   1.385   1.763   1.919   2.011 
Bottom         0.492   1.819   1.756   1.039   0.242  -0.272  -0.503  -0.583 
 

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
    410.5    6.5   49.0    1.206   4.2   6.00e-3 50.0    425.9     2.092    4.693      0.00
      0.0    1.0   48.5     41.9 0.159      26.1 0.87    12.00     0.123    1.565 
Transfer:   3.00
    396.4    6.5   49.0    5.439  18.7  -0.07e-3 28.8    275.8     0.647    1.760      0.00
    692.6    4.5   46.8    189.0 0.154     145.9 5.06    12.00     0.123    1.595 
Critical:   4.55
    386.9    6.5   49.0    5.954  18.7  -0.10e-3 28.7    262.5     0.616    1.760      0.00
   1104.3    5.0   46.6    189.0 0.151     148.7 5.18    12.00     0.123    1.627 
0.1L    :  11.13
    347.3    6.5   49.0    8.107  18.7  -0.11e-3 28.6    219.3     0.523    0.827      0.00
   2838.9    6.7   45.7    189.0 0.137     147.8 5.25    12.00     0.123    1.330 
0.2L    :  22.27
    283.6    6.5   45.9    9.982  18.7  -0.04e-3 28.8    166.1     0.430    0.620      0.00
   5106.9    6.8   42.5    189.0 0.119     130.2 4.97    24.00     0.123    1.233 
0.3L    :  33.40
    221.4    6.5   47.4    9.982  18.7   0.43e-3 30.5    128.9     0.345    0.413      0.00
   6629.0    6.8   44.0    189.0 0.088      98.3 3.62    24.00     0.123    1.103 
0.4L    :  44.53
    160.6    6.5   48.9    9.982   0.0   0.83e-3 31.9     95.4     0.261    0.413      0.00
   7434.1    6.8   45.5    189.0 0.067      83.1 2.96    24.00     0.123    1.312 
0.5L    :  55.67
    101.4    6.5   48.9    9.982   0.0   0.73e-3 31.5     25.5     0.123    0.413      0.00
   7551.0    6.8   45.5    189.0 0.042      87.2 3.11    24.00     0.123    2.134 
0.6L    :  66.80
    160.6    6.5   48.9    9.982   0.0   0.83e-3 31.9     95.4     0.261    0.413      0.00
   7434.1    6.8   45.5    189.0 0.067      83.1 2.96    24.00     0.123    1.312 
0.7L    :  77.93
    221.4    6.5   47.4    9.982  18.7   0.43e-3 30.5    128.9     0.345    0.413      0.00
   6629.0    6.8   44.0    189.0 0.088      98.3 3.62    24.00     0.123    1.103 
0.8L    :  89.06
    283.6    6.5   45.9    9.982  18.7  -0.04e-3 28.8    166.1     0.430    0.620      0.00
   5106.9    6.8   42.5    189.0 0.119     130.2 4.97    24.00     0.123    1.233 
0.9L    : 100.20
    347.3    6.5   49.0    8.107  18.7  -0.11e-3 28.6    219.3     0.523    0.827      0.00
   2838.9    6.7   45.7    189.0 0.137     147.8 5.25    12.00     0.123    1.330 
Critical: 106.78
    386.9    6.5   49.0    5.954  18.7  -0.10e-3 28.7    262.5     0.616    1.760      0.00
   1104.3    5.0   46.6    189.0 0.151     148.7 5.18    12.00     0.123    1.627 
Transfer: 108.33
    396.4    6.5   49.0    5.439  18.7  -0.07e-3 28.8    275.8     0.647    1.760      0.00
    692.6    4.5   46.8    189.0 0.154     145.9 5.06    12.00     0.123    1.595 
Bearing : 110.67
    410.5    6.5   49.0    1.206   4.2   6.00e-3 50.0    425.9     2.092    4.693      0.00
      0.0    1.0   48.5     41.9 0.159      26.1 0.87    12.00     0.123    1.565 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1956.67
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    3.91
 
 
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
    410.5      9.40     49.04    1.04       48.52    24.00      0.300      2.384      0.200      0.000*
Transfer:      2.33
    396.4      9.42     49.04    4.55       46.77    24.00      0.300      2.390      0.204      1.760 
Critical:      3.88
    387.1      9.24     49.04    4.96       46.56    24.00      0.300      2.329      0.168      1.760 
0.1L    :     10.47
    347.3      8.44     49.04    6.67       45.70    24.00      0.300      2.064      0.009      0.827 
0.2L    :     21.60
    283.6      7.41     45.95    6.79       42.55    24.00      0.300      1.719      0.000      0.620 
0.3L    :     32.73
    221.4      5.59     47.42    6.80       44.02    24.00      0.300      1.113      0.000      0.413 
0.4L    :     43.87
    160.6      3.92     48.90    6.81       45.50    24.00      0.300      0.558      0.000      0.413 
0.5L    :     55.00
    101.4      2.48     48.90    6.81       45.50    24.00      0.300      0.075      0.000      0.413 
0.6L    :     66.13
    160.6      3.92     48.90    6.81       45.50    24.00      0.300      0.558      0.000      0.413 
0.7L    :     77.27
    221.4      5.59     47.42    6.80       44.02    24.00      0.300      1.113      0.000      0.413 
0.8L    :     88.40
    283.6      7.41     45.95    6.79       42.55    24.00      0.300      1.719      0.000      0.620 
0.9L    :     99.53
    347.3      8.44     49.04    6.67       45.70    24.00      0.300      2.064      0.009      0.827 
Critical:    106.12
    387.1      9.24     49.04    4.96       46.56    24.00      0.300      2.329      0.168      1.760 
Transfer:    107.67
    396.4      9.42     49.04    4.55       46.77    24.00      0.300      2.390      0.204      1.760 
Bearing :    110.00
    410.5      9.40     49.04    1.04       48.52    24.00      0.300      2.384      0.200      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.47 ft
Prestress      :       2.201  1.80      3.961  2.20      4.841
Self Wt.       :      -0.805  1.85     -1.490  2.40     -1.933
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          :       1.395            2.471            2.908
 
At 0.2 x L = 21.60 ft
Prestress      :       3.944  1.80      7.100  2.20      8.678
Self Wt.       :      -1.511  1.85     -2.796  2.40     -3.627
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          :       2.433            4.304            5.051
 
At 0.3 x L = 32.73 ft
Prestress      :       5.190  1.80      9.343  2.20     11.419
Self Wt.       :      -2.050  1.85     -3.792  2.40     -4.920
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          :       3.141            5.551            6.499
 
At 0.4 x L = 43.87 ft
Prestress      :       5.905  1.80     10.629  2.20     12.991
Self Wt.       :      -2.376  1.85     -4.396  2.40     -5.703
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          :       3.529            6.233            7.288
 
At 0.5 x L = 55.00 ft
Prestress      :       6.175  1.80     11.114  2.20     13.584
Self Wt.       :      -2.495  1.85     -4.616  2.40     -5.989
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          :       3.679            6.498            7.595
 
At 0.6 x L = 66.13 ft
Prestress      :       5.905  1.80     10.629  2.20     12.991
Self Wt.       :      -2.376  1.85     -4.396  2.40     -5.703
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          :       3.529            6.233            7.288
 
At 0.7 x L = 77.27 ft
Prestress      :       5.190  1.80      9.343  2.20     11.419
Self Wt.       :      -2.050  1.85     -3.792  2.40     -4.920
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          :       3.141            5.551            6.499
 
At 0.8 x L = 88.40 ft
Prestress      :       3.944  1.80      7.100  2.20      8.678
Self Wt.       :      -1.511  1.85     -2.796  2.40     -3.627
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          :       2.433            4.304            5.051
 
At 0.9 x L = 99.53 ft
Prestress      :       2.201  1.80      3.961  2.20      4.841
Self Wt.       :      -0.805  1.85     -1.490  2.40     -1.933
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          :       1.395            2.471            2.908
 

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
   697.1    43.4  6.584  260.7    5.4   4.55   5880.6  0.026T 1.00       -       -     -     -  
H/2     :   2.22
   663.1    43.4  6.329  261.0    5.2   4.38   5669.8  0.027T 1.00       -       -     -     -  
0.1L    :  10.47
  2881.8    44.5  9.814  256.7    7.9   6.67   8632.9  0.017T 1.00       -       -     -     -  
0.2L    :  21.60
  5259.9    45.9  9.982  256.8    8.0   6.79   9090.8  0.016T 1.00    473.2   473.2   19.21    -  
0.3L    :  32.73
  6929.9    47.4  9.982  257.2    8.0   6.80   9419.9  0.016T 1.00    207.6   207.6   45.37    -  
0.4L    :  43.87
  7929.7    48.9  9.982  257.6    8.0   6.81   9749.1  0.016T 1.00     68.5    68.5  142.37    -  
0.5L    :  55.00
  8237.7    48.9  9.982  257.6    8.0   6.81   9749.1  0.016T 1.00     10.1    10.1  969.81    -  
0.6L    :  66.13
  7929.7    48.9  9.982  257.6    8.0   6.81   9749.1  0.016T 1.00     68.5    68.5  142.37    -  
0.7L    :  77.27
  6929.9    47.4  9.982  257.2    8.0   6.80   9419.9  0.016T 1.00    207.6   207.6   45.37    -  
0.8L    :  88.40
  5259.9    45.9  9.982  256.8    8.0   6.79   9090.8  0.016T 1.00    473.2   473.2   19.21    -  
0.9L    :  99.53
  2881.8    44.5  9.814  256.7    7.9   6.67   8632.9  0.017T 1.00    869.6   869.6    9.93    -  
H/2     : 107.78
   663.1    43.4  6.329  261.0    5.2   4.38   5669.8  0.027T 1.00       -       -     -     -  
Transfer: 107.67
   697.1    43.4  6.584  260.7    5.4   4.55   5880.6  0.026T 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 1-23; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.098
        M   2.00 Fb     0.130
 
  2   2 E  42.00 Ft     0.439
        M   8.00 Fb     0.063
 
  3   2 E  40.00 Ft     0.758
        M   6.00 Fb     0.015
 
  4   2 E  38.00 Ft     1.054
        M   4.00 Fb    -0.015
 
  5   2 E  36.00 Ft     1.326
        M   2.00 Fb    -0.026
 
  6   2 E   8.00 Ft     1.303
        M   8.00 Fb     0.202
 
  7   2 E   6.00 Ft     1.256
        M   6.00 Fb     0.449
 
  8   2 E   6.00 Ft     1.209
        M   6.00 Fb     0.695
 
  9   2 E   6.00 Ft     1.162
        M   6.00 Fb     0.942
 
 10   2 E   6.00 Ft     1.116
        M   6.00 Fb     1.188
 
 11   2 E   6.00 Ft     1.069
        M   6.00 Fb     1.435
 
 12   2 E   6.00 Ft     1.022
        M   6.00 Fb     1.681
 
 13   2 E   4.00 Ft     0.952
        M   4.00 Fb     1.946
 
 14   2 E   4.00 Ft     0.882
        M   4.00 Fb     2.211
 
 15   2 E   4.00 Ft     0.813
        M   4.00 Fb     2.477
 
 16   2 E   4.00 Ft     0.743
        M   4.00 Fb     2.742
 
 17   2 E   4.00 Ft     0.673
        M   4.00 Fb     3.007
 
 18   2 E   4.00 Ft     0.603
        M   4.00 Fb     3.272
 
 19   2 E   2.00 Ft     0.510
        M   2.00 Fb     3.555
 
 20   2 E   2.00 Ft     0.417
        M   2.00 Fb     3.839
 
 21   2 E   2.00 Ft     0.325
        M   2.00 Fb     4.123
 
 22   2 E   2.00 Ft     0.232
        M   2.00 Fb     4.406
 
 23   2 E   2.00 Ft     0.139
        M   2.00 Fb     4.690
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 111.33            Release Length, ft: 111.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  46
No. of strands, Draped:   8           No. of strands, Straight:  38
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.0 ksi  f'ct   4.0 ksi
Initial losses:  9.80 %               Final losses: 14.44 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.690     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.139       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  9749.06     8237.67     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   0.248     Midspan
    Pre.Top:   5.400  -0.000     Bearing    4.050   3.274     Midspan
    Pre.Bot:   5.400  -0.000     Bearing    4.050   3.860    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.570  -0.000     Bearing
    Pre.Bot:  -0.570  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.600   2.011     Midspan
    Pre.Bot:                                                             3.600   1.819    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  55.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       6.175  1.80     11.114  2.20     13.584
Self Wt.       :      -2.495  1.85     -4.616  2.40     -5.989
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          :       3.679            6.498            7.595
 
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  110.00
     DC  Line       0.076      0.00       0.076  110.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    55.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 111.330 ft
Release length = 111.330 ft
Design  length = 110.000 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)  : 0.688   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.945   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.041   (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           1283.0 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           441818 in4#
Ht. of c.g.           =        20.74 in             33.89 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 = 0.7652

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    10.47    21.60    32.73    43.87    55.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    701.6    736.0    734.3    736.0    736.0    736.0    736.0    736.0
  Yb      ,  in    20.59    20.09    20.11    20.02    19.93    19.84    19.76    19.76
  MI(Ixx) , in4   180050   183888   183695   184912   186472   188214   190137   190137
Composite: (At Final, using Ec =  5575.2 ksi )
  Area    , in2   1292.1   1324.1   1322.5   1324.1   1324.1   1324.1   1324.1   1324.1
  Yb      ,  in    33.73    33.15    33.18    33.11    33.07    33.02    32.98    32.98
  MI(Ixx) , in4   446902   464786   463894   466897   469936   473150   476537   476537

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.00 ksi           4.00 ksi
  Elasticity         =    5575.24 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.40 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.05 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           =       3.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.57 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  46 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 44.53 ft from member end )
END PATTERN (Ycg = 10.26 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in
     2 @ 36.000 in     2 @ 38.000 in     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.35 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 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     =    9.98 in2      Initial Pull          =     1956.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.428 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.285 ft
Holddown Force        =  21.607 kips     Beam Shrtng (PL/AE)   =      0.678 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)       
--------------------------------------------------------------------------------------
      5122.620         740 3790.739     19.809 80227.352  1131.618     704.712        
 
 
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       2.25       0.1250      1.2500     No
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.5000      2.9167    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.9167      4.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.9167     14.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     22.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.6667     30.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      30.1667     81.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      81.1634     88.6634    Yes
      2      US#5[M16]       60.00        0.62      12.00      88.6634     96.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00      96.6634    106.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00     106.4134    108.4134    Yes
      2      US#6[M19]       60.00        0.88       5.00     108.4134    108.8301    Yes
      2      US#6[M19]       60.00        0.88       3.00     108.8301    110.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     110.0801    111.2051     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 111.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.9820 in2       Ycg =  4.35 in
         P_init    =     1956.7 kips  Ecc = 16.39 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.22 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.540 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.92 ksi    0.00 ksi
    due to Composite Loads                                 -2.56 ksi    0.00 ksi
    due to Live Loads                                      -7.62 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                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        16.64 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.22 ksi  ( 9.80 %)             9.00 ksi ( 4.59 %)
Total Prestress Losses                                    28.22 ksi (14.40 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    90.6    86.2   375.4   688.0   911.3  1045.3  1089.9
(Max)       V      39.6    38.0    38.0    32.1    24.1    16.0     8.0     0.0
DL-Prec.  : M       0.0    14.0    13.3    57.9   106.1   140.6   161.3   168.1
DC(Max)     V       6.1     5.9     5.9     5.0     3.7     2.5     1.2     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   101.2    96.2   419.3   768.4  1017.8  1167.4  1217.3
Haunch (Max)V      44.3    42.4    42.5    35.8    26.9    17.9     9.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.3     2.7     4.1     5.5     6.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.2    35.4   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.6    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    19.5    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   223.3   212.4   920.5  1672.4  2190.2  2498.5  2583.3
            V     127.9   124.1   124.3   111.0    93.6    76.2    51.9    34.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   127.9   124.1   124.3   111.0    94.8    79.3    64.6    50.6
            M      -0.0   220.3   209.6   892.5  1572.8  1994.4  2176.0  2136.5
Total     : M+      0.0   487.0   463.3  2013.7  3676.2  4844.9  5544.3  5760.3
            V     243.3   234.6   235.1   204.4   163.7   123.0    75.4    34.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   243.3   234.6   235.1   204.4   164.9   126.1    88.0    50.7
            M      -0.0   484.1   460.5  1985.7  3576.6  4649.0  5221.7  5313.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.78  107.67  110.00
Self wt.  : M    1045.3   911.3   688.0   375.4    86.2    90.6     0.0
(Max)       V       8.0    16.0    24.1    32.1    38.0    38.0    39.6
DL-Prec.  : M     161.3   140.6   106.1    57.9    13.3    14.0     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.9     5.9     6.1
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    1167.4  1017.8   768.4   419.3    96.2   101.2     0.0
Haunch (Max)V       9.0    17.9    26.9    35.8    42.5    42.4    44.3
Diaphragm : M       5.5     4.1     2.7     1.3     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     429.4   374.3   282.6   154.2    35.4    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.6    15.6    16.3
DL-Comp   : M     236.9   206.6   155.9    85.1    19.5    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
LL + I    : M+   2498.5  2190.2  1672.4   920.5   212.4   223.3     0.0
            V      51.9    76.2    93.6   111.0   124.3   124.1   127.9
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    64.6    79.3    94.8   111.0   124.3   124.1   127.9
            M    2176.0  1994.4  1572.8   892.5   209.6   220.3    -0.0
Total     : M+   5544.3  4844.9  3676.2  2013.7   463.3   487.0     0.0
            V      75.4   123.0   163.7   204.4   235.1   234.6   243.3
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    88.0   126.1   164.9   204.4   235.1   234.6   243.3
            M    5221.7  4649.0  3576.6  1985.7   460.5   484.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.6             39.6
Deck+Haunch            44.3             44.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           81.4             81.4
DL-Comp.(DW)           44.9             44.9
Live                  101.1            101.1
        Truck          65.9             65.9
        Lane           35.2             35.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    90.6    86.2   375.4   688.0   911.3  1045.3  1089.9
(Max)       V      39.6    38.0    38.0    32.1    24.1    16.0     8.0     0.0
DL-Prec.  : M       0.0    14.0    13.3    57.9   106.1   140.6   161.3   168.1
DC(Max)     V       6.1     5.9     5.9     5.0     3.7     2.5     1.2     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   101.2    96.2   419.3   768.4  1017.8  1167.4  1217.3
Haunch (Max)V      44.3    42.4    42.5    35.8    26.9    17.9     9.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.3     2.7     4.1     5.5     6.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.2    35.4   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.6    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    19.5    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   178.6   169.9   736.4  1337.9  1752.2  1998.8  2066.7
            V     102.3    99.3    99.5    88.8    74.9    60.9    41.6    27.6
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   102.3    99.3    99.5    88.8    75.8    63.4    51.7    40.4
            M      -0.0   176.3   167.7   714.0  1258.3  1595.5  1740.8  1709.2
Total     : M+      0.0   442.4   420.8  1829.6  3341.7  4406.8  5044.5  5243.7
            V     217.7   209.8   210.2   182.2   145.0   107.7    65.0    27.8
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   217.7   209.8   210.2   182.2   145.9   110.2    75.1    40.6
            M      -0.0   440.0   418.6  1807.2  3262.1  4250.2  4786.5  4886.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.78  107.67  110.00
Self wt.  : M    1045.3   911.3   688.0   375.4    86.2    90.6     0.0
(Max)       V       8.0    16.0    24.1    32.1    38.0    38.0    39.6
DL-Prec.  : M     161.3   140.6   106.1    57.9    13.3    14.0     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.9     5.9     6.1
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    1167.4  1017.8   768.4   419.3    96.2   101.2     0.0
Haunch (Max)V       9.0    17.9    26.9    35.8    42.5    42.4    44.3
Diaphragm : M       5.5     4.1     2.7     1.3     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     429.4   374.3   282.6   154.2    35.4    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.6    15.6    16.3
DL-Comp   : M     236.9   206.6   155.9    85.1    19.5    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
LL + I    : M+   1998.8  1752.2  1337.9   736.4   169.9   178.6     0.0
            V      41.6    60.9    74.9    88.8    99.5    99.3   102.3
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    51.7    63.4    75.8    88.8    99.5    99.3   102.3
            M    1740.8  1595.5  1258.3   714.0   167.7   176.3    -0.0
Total     : M+   5044.5  4406.8  3341.7  1829.6   420.8   442.4     0.0
            V      65.0   107.7   145.0   182.2   210.2   209.8   217.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    75.1   110.2   145.9   182.2   210.2   209.8   217.7
            M    4786.5  4250.2  3262.1  1807.2   418.6   440.0    -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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   113.2   107.7   469.3   860.0  1139.1  1306.6  1362.4
(Max)       V      49.5    47.4    47.5    40.1    30.1    20.1    10.0     0.0
Self wt.  : M       0.0    81.5    77.5   337.9   619.2   820.2   940.8   981.0
(Min)       V      35.7    34.2    34.2    28.9    21.7    14.4     7.2     0.0
DL-Prec.  : M       0.0    17.5    16.6    72.4   132.7   175.7   201.6   210.2
DC(Max)     V       7.6     7.3     7.3     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0    12.6    12.0    52.1    95.5   126.5   145.1   151.3
DC(Min)     V       5.5     5.3     5.3     4.5     3.3     2.2     1.1     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   126.5   120.3   524.1   960.5  1272.2  1459.3  1521.6
Haunch (Max)V      55.3    53.0    53.1    44.8    33.6    22.4    11.2     0.0
Deck +    : M       0.0    91.0    86.6   377.3   691.6   916.0  1050.7  1095.6
Haunch (Min)V      39.8    38.1    38.2    32.3    24.2    16.1     8.1     0.0
Diaphragm : M       0.0     0.4     0.3     1.6     3.4     5.1     6.9     8.6
(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     1.2     2.4     3.7     4.9     6.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    46.5    44.2   192.8   353.3   467.9   536.7   559.6
DC(Max)     V      20.4    19.5    19.5    16.5    12.4     8.2     4.1     0.0
DL-Comp   : M       0.0    33.5    31.9   138.8   254.3   336.9   386.4   402.9
DC(Min)     V      14.7    14.0    14.1    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    30.8    29.3   127.6   233.9   309.8   355.4   370.6
DW(Max)     V      13.5    12.9    12.9    10.9     8.2     5.5     2.7     0.0
DL-Comp   : M       0.0    13.3    12.7    55.3   101.4   134.3   154.0   160.6
DW(Min)     V       5.8     5.6     5.6     4.7     3.5     2.4     1.2     0.0
LL + I    : M+      0.0   390.7   371.7  1610.8  2926.6  3832.9  4372.4  4520.8
            V     223.8   217.2   217.6   194.2   163.8   133.3    90.9    60.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   223.8   217.2   217.6   194.2   165.9   138.8   113.0    88.5
            M      -0.0   385.6   366.9  1561.9  2752.4  3490.2  3808.0  3738.9
Total     : M+      0.0   725.5   690.2  2998.6  5470.4  7202.8  8238.8  8553.9
            V     370.3   357.5   358.2   312.8   252.8   192.7   120.7    60.6
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   370.3   357.5   358.2   312.9   254.9   198.2   142.8    88.6
            M      -0.0   720.4   685.4  2949.7  5296.2  6860.1  7674.4  7771.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.78  107.67  110.00
Self wt.  : M    1306.6  1139.1   860.0   469.3   107.7   113.2     0.0
(Max)       V      10.0    20.1    30.1    40.1    47.5    47.4    49.5
Self wt.  : M     940.8   820.2   619.2   337.9    77.5    81.5     0.0
(Min)       V       7.2    14.4    21.7    28.9    34.2    34.2    35.7
DL-Prec.  : M     201.6   175.7   132.7    72.4    16.6    17.5     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.3     7.3     7.6
DL-Prec.  : M     145.1   126.5    95.5    52.1    12.0    12.6     0.0
DC(Min)     V       1.1     2.2     3.3     4.5     5.3     5.3     5.5
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    1459.3  1272.2   960.5   524.1   120.3   126.5     0.0
Haunch (Max)V      11.2    22.4    33.6    44.8    53.1    53.0    55.3
Deck +    : M    1050.7   916.0   691.6   377.3    86.6    91.0     0.0
Haunch (Min)V       8.1    16.1    24.2    32.3    38.2    38.1    39.8
Diaphragm : M       6.9     5.1     3.4     1.6     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.9     3.7     2.4     1.2     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     536.7   467.9   353.3   192.8    44.2    46.5     0.0
DC(Max)     V       4.1     8.2    12.4    16.5    19.5    19.5    20.4
DL-Comp   : M     386.4   336.9   254.3   138.8    31.9    33.5     0.0
DC(Min)     V       3.0     5.9     8.9    11.9    14.1    14.0    14.7
DL-Comp   : M     355.4   309.8   233.9   127.6    29.3    30.8     0.0
DW(Max)     V       2.7     5.5     8.2    10.9    12.9    12.9    13.5
DL-Comp   : M     154.0   134.3   101.4    55.3    12.7    13.3     0.0
DW(Min)     V       1.2     2.4     3.5     4.7     5.6     5.6     5.8
LL + I    : M+   4372.4  3832.9  2926.6  1610.8   371.7   390.7     0.0
            V      90.9   133.3   163.8   194.2   217.6   217.2   223.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   113.0   138.8   165.9   194.2   217.6   217.2   223.8
            M    3808.0  3490.2  2752.4  1561.9   366.9   385.6    -0.0
Total     : M+   8238.8  7202.8  5470.4  2998.6   690.2   725.5     0.0
            V     120.7   192.7   252.8   312.8   358.2   357.5   370.3
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   142.8   198.2   254.9   312.9   358.2   357.5   370.3
            M    7674.4  6860.1  5296.2  2949.7   685.4   720.4    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               49.5             49.5
Deck+Haunch            55.3             55.3
Diaphragm               0.2              0.2
DL-Prec.(DC)            7.6              7.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          101.8            101.8
DL-Comp.(DW)           67.4             67.4
Live                  176.9            176.9
        Truck         115.3            115.3
        Lane           61.6             61.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    90.6    86.2   375.4   688.0   911.3  1045.3  1089.9
(Max)       V      39.6    38.0    38.0    32.1    24.1    16.0     8.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    14.0    13.3    57.9   106.1   140.6   161.3   168.1
DC(Max)     V       6.1     5.9     5.9     5.0     3.7     2.5     1.2     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   101.2    96.2   419.3   768.4  1017.8  1167.4  1217.3
Haunch (Max)V      44.3    42.4    42.5    35.8    26.9    17.9     9.0     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     1.3     2.7     4.1     5.5     6.9
(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    37.2    35.4   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.6    13.2     9.9     6.6     3.3     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    20.5    19.5    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     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   218.6   207.9   891.1  1588.5  2073.1  2328.1  2325.0
            V     125.9   122.5   122.7   110.8    95.7    72.7    57.6    42.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   125.9   122.5   122.7   110.8    95.7    80.6    65.5    50.4
            M       0.0   218.6   207.9   891.1  1588.5  2027.7  2208.8  2131.8
Total     : M+      0.0   482.3   458.8  1984.3  3592.3  4727.8  5373.8  5502.0
            V     241.3   233.0   233.4   204.3   165.8   119.5    81.1    42.6
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   241.3   233.0   233.4   204.3   165.8   127.4    89.0    50.6
            M       0.0   482.3   458.8  1984.3  3592.3  4682.3  5254.5  5308.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.78  107.67  110.00
Self wt.  : M    1045.3   911.3   688.0   375.4    86.2    90.6     0.0
(Max)       V       8.0    16.0    24.1    32.1    38.0    38.0    39.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     161.3   140.6   106.1    57.9    13.3    14.0     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.9     5.9     6.1
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    1167.4  1017.8   768.4   419.3    96.2   101.2     0.0
Haunch (Max)V       9.0    17.9    26.9    35.8    42.5    42.4    44.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.5     4.1     2.7     1.3     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     429.4   374.3   282.6   154.2    35.4    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.6    15.6    16.3
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     236.9   206.6   155.9    85.1    19.5    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
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+   2328.1  2073.1  1588.5   891.1   207.9   218.6     0.0
            V      57.6    72.7    95.7   110.8   122.7   122.5   125.9
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    65.5    80.6    95.7   110.8   122.7   122.5   125.9
            M    2208.8  2027.7  1588.5   891.1   207.9   218.6     0.0
Total     : M+   5373.8  4727.8  3592.3  1984.3   458.8   482.3     0.0
            V      81.1   119.5   165.8   204.3   233.4   233.0   241.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    89.0   127.4   165.8   204.3   233.4   233.0   241.3
            M    5254.5  4682.3  3592.3  1984.3   458.8   482.3     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67
 
Beam-Self
Precast-top    0.190   0.652   1.153   1.504   1.708   1.779 
Bottom        -0.153  -0.522  -0.917  -1.187  -1.336  -1.392 
 
Prestress
Precast-top   -0.052  -0.312  -0.663  -1.008  -1.344  -1.344 
Bottom         4.844   5.040   5.300   5.550   5.791   5.791 
 
Total
Precast-top    0.139   0.339   0.489   0.497   0.363   0.435 
Bottom         4.690   4.517   4.383   4.364   4.455   4.399 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.31 %)
             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   10.47   21.60   32.73   43.87   55.00
 
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   0.023   0.022   0.095   0.173   0.228   0.260   0.271 
Precast-top    0.005   0.308   0.295   1.187   2.084   2.629   2.827   3.000 
Bottom         0.984   3.879   3.743   3.056   2.216   1.701   1.500   1.348 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67
 
Beam-Self
Precast-top    0.190   0.652   1.153   1.504   1.708   1.779 
Bottom        -0.153  -0.522  -0.917  -1.187  -1.336  -1.392 
 
Prestress
Precast-top   -0.052  -0.312  -0.663  -1.008  -1.344  -1.344 
Bottom         4.844   5.040   5.300   5.550   5.791   5.791 
 
Total
Precast-top    0.139   0.339   0.489   0.497   0.363   0.435 
Bottom         4.690   4.517   4.383   4.364   4.455   4.399 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.31 %)
             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   10.47   21.60   32.73   43.87   55.00
 
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   10.47   21.60   32.73   43.87   55.00
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   0.098   0.094   0.400   0.713   0.928   1.040   1.044 
Precast-top    0.002   0.221   0.211   0.866   1.526   1.944   2.119   2.204 
Bottom         0.492   1.753   1.693   0.769  -0.233  -0.886  -1.183  -1.257 
 

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
    370.3    6.5   49.0    1.213   4.2   6.00e-3 50.0    381.3     1.876    4.693      0.00
      0.0    1.2   48.4     41.9 0.144      26.1 0.87    12.00     0.123    1.732 
Transfer:   3.00
    357.5    6.5   49.0    5.474  18.7  -0.10e-3 28.7    230.5     0.543    1.760      0.00
    720.4    5.2   46.4    189.0 0.139     148.0 5.17    12.00     0.123    1.757 
Critical:   4.52
    349.0    6.5   49.0    5.982  18.7  -0.13e-3 28.6    218.1     0.514    1.760      0.00
   1141.0    5.6   46.2    189.0 0.137     150.9 5.30    12.00     0.123    1.791 
0.1L    :  11.13
    312.9    6.5   49.0    8.149  18.7  -0.12e-3 28.6    181.6     0.437    0.827      0.00
   2949.7    7.6   45.2    189.0 0.124     147.3 5.28    24.00     0.123    1.466 
0.2L    :  22.27
    254.9    6.5   45.9    9.982  18.7  -0.04e-3 28.9    136.4     0.357    0.620      0.00
   5296.2    7.7   42.1    189.0 0.107     128.1 4.94    24.00     0.123    1.354 
0.3L    :  33.40
    198.2    6.5   47.4    9.982  18.7   0.64e-3 31.2    114.3     0.318    0.413      0.00
   6860.1    7.7   43.6    189.0 0.079      87.1 3.24    24.00     0.123    1.155 
0.4L    :  44.53
    142.8    6.5   48.9    9.982   0.0   1.06e-3 32.7     84.3     0.240    0.413      0.00
   7674.4    7.7   45.0    189.0 0.060      74.4 2.68    24.00     0.123    1.383 
0.5L    :  55.67
     88.6    6.5   48.9    9.982   0.0   0.96e-3 32.4     20.9     0.123    0.413      0.00
   7771.9    7.7   45.0    189.0 0.037      77.6 2.79    24.00     0.123    2.280 
0.6L    :  66.80
    142.8    6.5   48.9    9.982   0.0   1.06e-3 32.7     84.3     0.240    0.413      0.00
   7674.4    7.7   45.0    189.0 0.060      74.4 2.68    24.00     0.123    1.383 
0.7L    :  77.93
    198.2    6.5   47.4    9.982  18.7   0.64e-3 31.2    114.3     0.318    0.413      0.00
   6860.1    7.7   43.6    189.0 0.079      87.1 3.24    24.00     0.123    1.155 
0.8L    :  89.06
    254.9    6.5   45.9    9.982  18.7  -0.04e-3 28.9    136.4     0.357    0.620      0.00
   5296.2    7.7   42.1    189.0 0.107     128.1 4.94    24.00     0.123    1.354 
0.9L    : 100.20
    312.9    6.5   49.0    8.149  18.7  -0.12e-3 28.6    181.6     0.437    0.827      0.00
   2949.7    7.6   45.2    189.0 0.124     147.3 5.28    24.00     0.123    1.466 
Critical: 106.81
    349.0    6.5   49.0    5.982  18.7  -0.13e-3 28.6    218.1     0.514    1.760      0.00
   1141.0    5.6   46.2    189.0 0.137     150.9 5.30    12.00     0.123    1.791 
Transfer: 108.33
    357.5    6.5   49.0    5.474  18.7  -0.10e-3 28.7    230.5     0.543    1.760      0.00
    720.4    5.2   46.4    189.0 0.139     148.0 5.17    12.00     0.123    1.757 
Bearing : 110.67
    370.3    6.5   49.0    1.213   4.2   6.00e-3 50.0    381.3     1.876    4.693      0.00
      0.0    1.2   48.4     41.9 0.144      26.1 0.87    12.00     0.123    1.732 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1956.67
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    3.91
 
 
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
    370.3      8.49     49.04    1.19       48.45    24.00      0.300      2.081      0.019      0.000*
Transfer:      2.33
    357.5      8.55     49.04    5.18       46.45    24.00      0.300      2.101      0.031      1.760 
Critical:      3.85
    349.2      8.39     49.04    5.64       46.22    24.00      0.300      2.048      0.000      1.760 
0.1L    :     10.47
    312.9      7.68     49.04    7.58       45.25    24.00      0.300      1.811      0.000      0.827 
0.2L    :     21.60
    254.9      6.73     45.95    7.68       42.10    24.00      0.300      1.492      0.000      0.620 
0.3L    :     32.73
    198.2      5.05     47.42    7.70       43.58    24.00      0.300      0.934      0.000      0.413 
0.4L    :     43.87
    142.8      3.52     48.90    7.71       45.05    24.00      0.300      0.424      0.000      0.413 
0.5L    :     55.00
     88.6      2.19     48.90    7.71       45.05    24.00      0.300      0.000      0.000      0.413 
0.6L    :     66.13
    142.8      3.52     48.90    7.71       45.05    24.00      0.300      0.424      0.000      0.413 
0.7L    :     77.27
    198.2      5.05     47.42    7.70       43.58    24.00      0.300      0.934      0.000      0.413 
0.8L    :     88.40
    254.9      6.73     45.95    7.68       42.10    24.00      0.300      1.492      0.000      0.620 
0.9L    :     99.53
    312.9      7.68     49.04    7.58       45.25    24.00      0.300      1.811      0.000      0.827 
Critical:    106.15
    349.2      8.39     49.04    5.64       46.22    24.00      0.300      2.048      0.000      1.760 
Transfer:    107.67
    357.5      8.55     49.04    5.18       46.45    24.00      0.300      2.101      0.031      1.760 
Bearing :    110.00
    370.3      8.49     49.04    1.19       48.45    24.00      0.300      2.081      0.019      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.47 ft
Prestress      :       2.201  1.80      3.961  2.20      4.841
Self Wt.       :      -0.805  1.85     -1.490  2.40     -1.933
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          :       1.395            2.471            2.908
 
At 0.2 x L = 21.60 ft
Prestress      :       3.944  1.80      7.100  2.20      8.678
Self Wt.       :      -1.511  1.85     -2.796  2.40     -3.627
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          :       2.433            4.304            5.051
 
At 0.3 x L = 32.73 ft
Prestress      :       5.190  1.80      9.343  2.20     11.419
Self Wt.       :      -2.050  1.85     -3.792  2.40     -4.920
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          :       3.141            5.551            6.499
 
At 0.4 x L = 43.87 ft
Prestress      :       5.905  1.80     10.629  2.20     12.991
Self Wt.       :      -2.376  1.85     -4.396  2.40     -5.703
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          :       3.529            6.233            7.288
 
At 0.5 x L = 55.00 ft
Prestress      :       6.175  1.80     11.114  2.20     13.584
Self Wt.       :      -2.495  1.85     -4.616  2.40     -5.989
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          :       3.679            6.498            7.595
 
At 0.6 x L = 66.13 ft
Prestress      :       5.905  1.80     10.629  2.20     12.991
Self Wt.       :      -2.376  1.85     -4.396  2.40     -5.703
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          :       3.529            6.233            7.288
 
At 0.7 x L = 77.27 ft
Prestress      :       5.190  1.80      9.343  2.20     11.419
Self Wt.       :      -2.050  1.85     -3.792  2.40     -4.920
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          :       3.141            5.551            6.499
 
At 0.8 x L = 88.40 ft
Prestress      :       3.944  1.80      7.100  2.20      8.678
Self Wt.       :      -1.511  1.85     -2.796  2.40     -3.627
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          :       2.433            4.304            5.051
 
At 0.9 x L = 99.53 ft
Prestress      :       2.201  1.80      3.961  2.20      4.841
Self Wt.       :      -0.805  1.85     -1.490  2.40     -1.933
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          :       1.395            2.471            2.908
 

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
   725.5    43.4  6.626  259.4    6.1   5.18   5842.7  0.022T 1.00       -       -     -     -  
H/2     :   2.22
   690.2    43.4  6.369  259.8    5.9   4.99   5636.0  0.023T 1.00       -       -     -     -  
0.1L    :  10.47
  2998.6    44.5  9.864  254.8    8.9   7.58   8520.8  0.014T 1.00       -       -     -     -  
0.2L    :  21.60
  5470.4    45.9  9.982  255.1    9.0   7.68   8935.6  0.014T 1.00    551.8   551.8   16.19    -  
0.3L    :  32.73
  7202.8    47.4  9.982  255.6    9.1   7.70   9263.8  0.014T 1.00    316.5   316.5   29.27    -  
0.4L    :  43.87
  8238.8    48.9  9.982  256.0    9.1   7.71   9592.3  0.014T 1.00    194.2   194.2   49.40    -  
0.5L    :  55.00
  8553.9    48.9  9.982  256.0    9.1   7.71   9592.3  0.014T 1.00    142.6   142.6   67.26    -  
0.6L    :  66.13
  8238.8    48.9  9.982  256.0    9.1   7.71   9592.3  0.014T 1.00    194.2   194.2   49.40    -  
0.7L    :  77.27
  7202.8    47.4  9.982  255.6    9.1   7.70   9263.8  0.014T 1.00    316.5   316.5   29.27    -  
0.8L    :  88.40
  5470.4    45.9  9.982  255.1    9.0   7.68   8935.6  0.014T 1.00    551.8   551.8   16.19    -  
0.9L    :  99.53
  2998.6    44.5  9.864  254.8    8.9   7.58   8520.8  0.014T 1.00    903.8   903.8    9.43    -  
H/2     : 107.78
   690.2    43.4  6.369  259.8    5.9   4.99   5636.0  0.023T 1.00       -       -     -     -  
Transfer: 107.67
   725.5    43.4  6.626  259.4    6.1   5.18   5842.7  0.022T 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 1-23; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.098
        M   2.00 Fb     0.130
 
  2   2 E  42.00 Ft     0.439
        M   8.00 Fb     0.063
 
  3   2 E  40.00 Ft     0.758
        M   6.00 Fb     0.015
 
  4   2 E  38.00 Ft     1.054
        M   4.00 Fb    -0.015
 
  5   2 E  36.00 Ft     1.326
        M   2.00 Fb    -0.026
 
  6   2 E   8.00 Ft     1.303
        M   8.00 Fb     0.202
 
  7   2 E   6.00 Ft     1.256
        M   6.00 Fb     0.449
 
  8   2 E   6.00 Ft     1.209
        M   6.00 Fb     0.695
 
  9   2 E   6.00 Ft     1.162
        M   6.00 Fb     0.942
 
 10   2 E   6.00 Ft     1.116
        M   6.00 Fb     1.188
 
 11   2 E   6.00 Ft     1.069
        M   6.00 Fb     1.435
 
 12   2 E   6.00 Ft     1.022
        M   6.00 Fb     1.681
 
 13   2 E   4.00 Ft     0.952
        M   4.00 Fb     1.946
 
 14   2 E   4.00 Ft     0.882
        M   4.00 Fb     2.211
 
 15   2 E   4.00 Ft     0.813
        M   4.00 Fb     2.477
 
 16   2 E   4.00 Ft     0.743
        M   4.00 Fb     2.742
 
 17   2 E   4.00 Ft     0.673
        M   4.00 Fb     3.007
 
 18   2 E   4.00 Ft     0.603
        M   4.00 Fb     3.272
 
 19   2 E   2.00 Ft     0.510
        M   2.00 Fb     3.555
 
 20   2 E   2.00 Ft     0.417
        M   2.00 Fb     3.839
 
 21   2 E   2.00 Ft     0.325
        M   2.00 Fb     4.123
 
 22   2 E   2.00 Ft     0.232
        M   2.00 Fb     4.406
 
 23   2 E   2.00 Ft     0.139
        M   2.00 Fb     4.690
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 111.33            Release Length, ft: 111.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  46
No. of strands, Draped:   8           No. of strands, Straight:  38
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.0 ksi  f'ct   4.0 ksi
Initial losses:  9.80 %               Final losses: 14.40 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.690     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.139       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  9592.27     8553.86     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.271     Midspan
    Pre.Top:   5.400  -0.000     Bearing    4.050   3.000     Midspan
    Pre.Bot:   5.400  -0.000     Bearing    4.050   3.879    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.570  -0.000     Bearing
    Pre.Bot:  -0.570  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.600   2.204     Midspan
    Pre.Bot:                                                             3.600   1.753    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  55.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       6.175  1.80     11.114  2.20     13.584
Self Wt.       :      -2.495  1.85     -4.616  2.40     -5.989
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          :       3.679            6.498            7.595
 
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

