 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTC105 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 105 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 3.875 feet and 12 feet from 
                     the girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 7.5 ksi and 8.5 ksi, 
                     respectively.
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_a2b3.tmp\BTC105-0_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 =   2279381.25
 
SPAN DATA
---------
Precast length    , ft =    106.330
Bearing-to-bearing, ft =    105.000
Release span      , ft =    106.330
 
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      =      8.500           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5471.070        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  105.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052  105.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076  105.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  105.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087  105.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  105.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087  105.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  105.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087  105.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  105.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076  105.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   52.500
   1    2        0.500   52.500
   1    3        0.500   52.500
   1    4        0.500   52.500
   1    5        0.250   52.500
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740  105.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  105.00   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   0.041*     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      8.50 ksi    4.00 ksi 
  Elasticity 5471.07 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    5.10 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.82 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    3.40 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.55 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        8.50      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    7.50        8.50      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    7.50        8.50      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    7.50        8.50      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    7.50        8.50      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 42 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 42.53 ft from member end )
 
END PATTERN (Ycg = 10.57 in):
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in 2 @ 36.000 in 
  2 @ 38.000 in  2 @ 40.000 in  2 @ 42.000 in                
 
MID PATTERN (Ycg = 4.10 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 10 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    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  14.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  21.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  21.6670  29.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  29.1667  77.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  77.1634  84.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  84.6631  91.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00  91.6631 101.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00 101.4134 103.4134 Yes       
       2 US#6[M19]  60.0  0.88    5.00 103.4134 103.8301 Yes       
       2 US#6[M19]  60.0  0.88    3.00 103.8301 105.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 105.0801 106.2051 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 106.3300       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:
 42 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 42.53 ft from member end )
 
END PATTERN (Ycg = 10.57 in):
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in 2 @ 36.000 in 
  2 @ 38.000 in  2 @ 40.000 in  2 @ 42.000 in                
 
MID PATTERN (Ycg = 4.10 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 10 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    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  14.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  21.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  21.6670  29.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  29.1667  77.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  77.1634  84.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  84.6631  91.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00  91.6631 101.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00 101.4134 103.4134 Yes       
       2 US#6[M19]  60.0  0.88    5.00 103.4134 103.8301 Yes       
       2 US#6[M19]  60.0  0.88    3.00 103.8301 105.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 105.0801 106.2051 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 106.3300       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:
 42 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 42.53 ft from member end )
 
END PATTERN (Ycg = 10.57 in):
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in 2 @ 36.000 in 
  2 @ 38.000 in  2 @ 40.000 in  2 @ 42.000 in                
 
MID PATTERN (Ycg = 4.10 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 10 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    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  14.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  21.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  21.6670  29.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  29.1667  77.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  77.1634  84.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  84.6631  91.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00  91.6631 101.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00 101.4134 103.4134 Yes       
       2 US#6[M19]  60.0  0.88    5.00 103.4134 103.8301 Yes       
       2 US#6[M19]  60.0  0.88    3.00 103.8301 105.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 105.0801 106.2051 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 106.3300       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:
 42 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 42.53 ft from member end )
 
END PATTERN (Ycg = 10.57 in):
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in 2 @ 36.000 in 
  2 @ 38.000 in  2 @ 40.000 in  2 @ 42.000 in                
 
MID PATTERN (Ycg = 4.10 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 10 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    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  14.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  21.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  21.6670  29.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  29.1667  77.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  77.1634  84.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  84.6631  91.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00  91.6631 101.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00 101.4134 103.4134 Yes       
       2 US#6[M19]  60.0  0.88    5.00 103.4134 103.8301 Yes       
       2 US#6[M19]  60.0  0.88    3.00 103.8301 105.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 105.0801 106.2051 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 106.3300       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:
 42 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 42.53 ft from member end )
 
END PATTERN (Ycg = 10.57 in):
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in 2 @ 36.000 in 
  2 @ 38.000 in  2 @ 40.000 in  2 @ 42.000 in                
 
MID PATTERN (Ycg = 4.10 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 10 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    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  14.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  21.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  21.6670  29.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  29.1667  77.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  77.1634  84.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  84.6631  91.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00  91.6631 101.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00 101.4134 103.4134 Yes       
       2 US#6[M19]  60.0  0.88    5.00 103.4134 103.8301 Yes       
       2 US#6[M19]  60.0  0.88    3.00 103.8301 105.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 105.0801 106.2051 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 106.3300       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  105.00
     DC  Line       0.052      0.00       0.052  105.00
     DC  Line       0.076      0.00       0.076  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.330 ft
Release length = 106.330 ft
Design  length = 105.000 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)  : 0.695   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.943   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.039   (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           1294.3 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           444521 in4#
Ht. of c.g.           =        20.74 in             34.03 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 = 0.7798

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     9.97    20.60    31.23    41.87    52.50
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    700.7    732.2    730.6    732.2    732.2    732.2    732.2    732.2
  Yb      ,  in    20.61    20.15    20.18    20.09    20.00    19.91    19.82    19.82
  MI(Ixx) , in4   179903   183277   183105   184270   185826   187582   189538   189538
Composite: (At Final, using Ec =  5471.1 ksi )
  Area    , in2   1302.8   1332.6   1331.2   1332.6   1332.6   1332.6   1332.6   1332.6
  Yb      ,  in    33.87    33.34    33.37    33.31    33.26    33.21    33.17    33.17
  MI(Ixx) , in4   449209   465825   464992   467947   471070   474388   477901   477901

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           =       8.50 ksi           4.00 ksi
  Elasticity         =    5471.07 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.10 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.83 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           =       3.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.55 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  42 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 42.53 ft from member end )
END PATTERN (Ycg = 10.57 in):
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in     2 @ 36.000 in
     2 @ 38.000 in     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.10 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    10 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    9.11 in2      Initial Pull          =     1786.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.447 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.308 ft
Holddown Force        =  22.619 kips     Beam Shrtng (PL/AE)   =      0.594 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)       
--------------------------------------------------------------------------------------
      4467.369         740 3305.853     18.920 76624.219  1096.452     673.062        
 
 
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     14.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     21.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      21.6670     29.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      29.1667     77.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      77.1634     84.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      84.6631     91.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00      91.6631    101.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00     101.4134    103.4134    Yes
      2      US#6[M19]       60.00        0.88       5.00     103.4134    103.8301    Yes
      2      US#6[M19]       60.00        0.88       3.00     103.8301    105.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     105.0801    106.2051     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 106.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.1140 in2       Ycg =  4.10 in
         P_init    =     1786.5 kips  Ecc = 16.64 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.13 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.340 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.95 ksi    0.00 ksi
    due to Composite Loads                                 -2.41 ksi    0.00 ksi
    due to Live Loads                                      -7.36 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                        15.19 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.13 ksi  ( 9.25 %)             7.93 ksi ( 4.05 %)
Total Prestress Losses                                    26.06 ksi (13.30 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    86.4    82.2   341.3   626.5   830.2   952.4   993.1
(Max)       V      37.8    36.2    36.2    30.6    23.0    15.3     7.7     0.0
DL-Prec.  : M       0.0    19.6    18.6    77.3   141.9   188.0   215.6   224.9
DC(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    96.5    91.8   381.2   699.7   927.2  1063.6  1109.1
Haunch (Max)V      42.3    40.4    40.5    34.2    25.7    17.1     8.6     0.0
Diaphragm : M       0.0     0.3     0.3     1.2     2.6     3.9     5.2     6.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    35.5    33.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.9    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    18.6    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   219.3   208.6   861.9  1567.5  2052.2  2340.6  2418.8
            V     125.6   121.7   121.9   109.0    92.0    75.0    51.3    34.3
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   125.6   121.7   121.9   109.0    93.1    77.9    63.4    49.6
            M      -0.0   226.7   215.8   861.9  1476.8  1873.7  2044.6  2006.4
Total     : M+      0.0   477.1   453.8  1880.5  3437.4  4530.5  5184.6  5385.5
            V     238.5   229.6   230.0   200.5   160.6   120.8    74.3    34.4
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   238.5   229.6   230.0   200.5   161.8   123.7    86.4    49.8
            M      -0.0   484.4   461.0  1880.5  3346.7  4352.1  4888.5  4973.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.78  102.67  105.00
Self wt.  : M     952.4   830.2   626.5   341.3    82.2    86.4     0.0
(Max)       V       7.7    15.3    23.0    30.6    36.2    36.2    37.8
DL-Prec.  : M     215.6   188.0   141.9    77.3    18.6    19.6     0.0
DC(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1063.6   927.2   699.7   381.2    91.8    96.5     0.0
Haunch (Max)V       8.6    17.1    25.7    34.2    40.5    40.4    42.3
Diaphragm : M       5.2     3.9     2.6     1.2     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     391.2   341.0   257.3   140.2    33.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.9    14.8    15.5
DL-Comp   : M     215.9   188.2   142.0    77.4    18.6    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
LL + I    : M+   2340.6  2052.2  1567.5   861.9   208.6   219.3     0.0
            V      51.3    75.0    92.0   109.0   121.9   121.7   125.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.4    77.9    93.1   109.0   121.9   121.7   125.6
            M    2044.6  1873.7  1476.8   861.9   215.8   226.7     0.0
Total     : M+   5184.6  4530.5  3437.4  1880.5   453.8   477.1     0.0
            V      74.3   120.8   160.6   200.5   230.0   229.6   238.5
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    86.4   123.7   161.8   200.5   230.0   229.6   238.5
            M    4888.5  4352.1  3346.7  1880.5   461.0   484.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.8             37.8
Deck+Haunch            42.3             42.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            8.6              8.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.7             77.7
DL-Comp.(DW)           42.9             42.9
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    86.4    82.2   341.3   626.5   830.2   952.4   993.1
(Max)       V      37.8    36.2    36.2    30.6    23.0    15.3     7.7     0.0
DL-Prec.  : M       0.0    19.6    18.6    77.3   141.9   188.0   215.6   224.9
DC(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    96.5    91.8   381.2   699.7   927.2  1063.6  1109.1
Haunch (Max)V      42.3    40.4    40.5    34.2    25.7    17.1     8.6     0.0
Diaphragm : M       0.0     0.3     0.3     1.2     2.6     3.9     5.2     6.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    35.5    33.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.9    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    18.6    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   175.5   166.9   689.6  1254.0  1641.8  1872.5  1935.0
            V     100.5    97.4    97.5    87.2    73.6    60.0    41.0    27.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   100.5    97.4    97.5    87.2    74.5    62.3    50.8    39.7
            M      -0.0   181.4   172.6   689.6  1181.4  1499.0  1635.6  1605.1
Total     : M+      0.0   433.2   412.1  1708.2  3123.9  4120.1  4716.4  4901.7
            V     213.4   205.2   205.7   178.7   142.2   105.8    64.0    27.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   213.4   205.2   205.7   178.7   143.1   108.1    73.7    39.8
            M      -0.0   439.1   417.8  1708.2  3051.3  3977.3  4479.6  4571.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.78  102.67  105.00
Self wt.  : M     952.4   830.2   626.5   341.3    82.2    86.4     0.0
(Max)       V       7.7    15.3    23.0    30.6    36.2    36.2    37.8
DL-Prec.  : M     215.6   188.0   141.9    77.3    18.6    19.6     0.0
DC(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1063.6   927.2   699.7   381.2    91.8    96.5     0.0
Haunch (Max)V       8.6    17.1    25.7    34.2    40.5    40.4    42.3
Diaphragm : M       5.2     3.9     2.6     1.2     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     391.2   341.0   257.3   140.2    33.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.9    14.8    15.5
DL-Comp   : M     215.9   188.2   142.0    77.4    18.6    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
LL + I    : M+   1872.5  1641.8  1254.0   689.5   166.9   175.5     0.0
            V      41.0    60.0    73.6    87.2    97.5    97.4   100.5
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    50.8    62.3    74.5    87.2    97.5    97.4   100.5
            M    1635.6  1499.0  1181.4   689.5   172.6   181.4     0.0
Total     : M+   4716.4  4120.1  3123.9  1708.1   412.1   433.2     0.0
            V      64.0   105.8   142.2   178.7   205.7   205.2   213.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    73.7   108.1   143.1   178.7   205.7   205.2   213.4
            M    4479.6  3977.3  3051.3  1708.1   417.8   439.1     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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   108.0   102.7   426.6   783.1  1037.7  1190.5  1241.4
(Max)       V      47.3    45.2    45.3    38.3    28.7    19.2     9.6     0.0
Self wt.  : M       0.0    77.7    74.0   307.2   563.8   747.1   857.1   893.8
(Min)       V      34.0    32.5    32.6    27.6    20.7    13.8     6.9     0.0
DL-Prec.  : M       0.0    24.4    23.3    96.6   177.3   235.0   269.6   281.1
DC(Max)     V      10.7    10.2    10.3     8.7     6.5     4.3     2.2     0.0
DL-Prec.  : M       0.0    17.6    16.7    69.6   127.7   169.2   194.1   202.4
DC(Min)     V       7.7     7.4     7.4     6.2     4.7     3.1     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   120.6   114.7   476.5   874.6  1158.9  1329.6  1386.4
Haunch (Max)V      52.8    50.5    50.6    42.8    32.1    21.4    10.7     0.0
Deck +    : M       0.0    86.8    82.6   343.1   629.7   834.4   957.3   998.2
Haunch (Min)V      38.0    36.3    36.4    30.8    23.1    15.4     7.7     0.0
Diaphragm : M       0.0     0.4     0.3     1.6     3.2     4.9     6.5     8.2
(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     1.1     2.3     3.5     4.7     5.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    44.3    42.2   175.2   321.7   426.2   489.0   509.9
DC(Max)     V      19.4    18.6    18.6    15.7    11.8     7.9     3.9     0.0
DL-Comp   : M       0.0    31.9    30.4   126.2   231.6   306.9   352.1   367.1
DC(Min)     V      14.0    13.4    13.4    11.3     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    29.4    27.9   116.0   213.0   282.2   323.8   337.6
DW(Max)     V      12.9    12.3    12.3    10.4     7.8     5.2     2.6     0.0
DL-Comp   : M       0.0    12.7    12.1    50.3    92.3   122.3   140.3   146.3
DW(Min)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   383.8   365.1  1508.4  2743.1  3591.3  4096.1  4232.8
            V     219.8   213.0   213.3   190.8   161.0   131.2    89.8    60.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   219.8   213.0   213.3   190.8   163.0   136.4   111.0    86.9
            M      -0.0   396.7   377.6  1508.4  2584.3  3279.0  3578.0  3511.1
Total     : M+      0.0   710.9   676.3  2801.0  5115.9  6736.3  7705.0  7997.5
            V     363.1   349.9   350.6   306.9   248.1   189.3   118.9    60.1
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   363.1   349.9   350.6   306.9   250.1   194.5   140.2    87.0
            M      -0.0   723.8   688.7  2801.0  4957.2  6424.0  7186.9  7275.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.78  102.67  105.00
Self wt.  : M    1190.5  1037.7   783.1   426.6   102.7   108.0     0.0
(Max)       V       9.6    19.2    28.7    38.3    45.3    45.2    47.3
Self wt.  : M     857.1   747.1   563.8   307.2    74.0    77.7     0.0
(Min)       V       6.9    13.8    20.7    27.6    32.6    32.5    34.0
DL-Prec.  : M     269.6   235.0   177.3    96.6    23.3    24.4     0.0
DC(Max)     V       2.2     4.3     6.5     8.7    10.3    10.2    10.7
DL-Prec.  : M     194.1   169.2   127.7    69.6    16.7    17.6     0.0
DC(Min)     V       1.6     3.1     4.7     6.2     7.4     7.4     7.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1329.6  1158.9   874.6   476.5   114.7   120.6     0.0
Haunch (Max)V      10.7    21.4    32.1    42.8    50.6    50.5    52.8
Deck +    : M     957.3   834.4   629.7   343.1    82.6    86.8     0.0
Haunch (Min)V       7.7    15.4    23.1    30.8    36.4    36.3    38.0
Diaphragm : M       6.5     4.9     3.2     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       4.7     3.5     2.3     1.1     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     489.0   426.2   321.7   175.2    42.2    44.3     0.0
DC(Max)     V       3.9     7.9    11.8    15.7    18.6    18.6    19.4
DL-Comp   : M     352.1   306.9   231.6   126.2    30.4    31.9     0.0
DC(Min)     V       2.8     5.7     8.5    11.3    13.4    13.4    14.0
DL-Comp   : M     323.8   282.2   213.0   116.0    27.9    29.4     0.0
DW(Max)     V       2.6     5.2     7.8    10.4    12.3    12.3    12.9
DL-Comp   : M     140.3   122.3    92.3    50.3    12.1    12.7     0.0
DW(Min)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   4096.1  3591.3  2743.1  1508.4   365.1   383.8     0.0
            V      89.8   131.2   161.0   190.8   213.3   213.0   219.8
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   111.0   136.4   163.0   190.8   213.3   213.0   219.8
            M    3578.0  3279.0  2584.3  1508.4   377.6   396.7     0.0
Total     : M+   7705.0  6736.3  5115.9  2801.0   676.3   710.9     0.0
            V     118.9   189.3   248.1   306.9   350.6   349.9   363.1
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   140.2   194.5   250.1   306.9   350.6   349.9   363.1
            M    7186.9  6424.0  4957.2  2801.0   688.7   723.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               47.3             47.3
Deck+Haunch            52.8             52.8
Diaphragm               0.2              0.2
DL-Prec.(DC)           10.7             10.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           97.1             97.1
DL-Comp.(DW)           64.3             64.3
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    86.4    82.2   341.3   626.5   830.2   952.4   993.1
(Max)       V      37.8    36.2    36.2    30.6    23.0    15.3     7.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    19.6    18.6    77.3   141.9   188.0   215.6   224.9
DC(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    96.5    91.8   381.2   699.7   927.2  1063.6  1109.1
Haunch (Max)V      42.3    40.4    40.5    34.2    25.7    17.1     8.6     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     1.2     2.6     3.9     5.2     6.6
(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    35.5    33.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.9    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    19.6    18.6    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     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   216.1   205.6   839.5  1496.1  1951.5  2189.1  2180.1
            V     124.5   120.9   121.1   109.4    94.3    71.8    56.7    41.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   124.5   120.9   121.1   109.4    94.3    79.3    64.2    49.2
            M       0.0   216.1   205.6   839.5  1496.1  1906.2  2069.8  1986.8
Total     : M+      0.0   473.8   450.8  1858.1  3366.0  4429.9  5033.0  5146.8
            V     237.4   228.8   229.2   200.9   163.0   117.6    79.7    41.8
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   237.4   228.8   229.2   200.9   163.0   125.1    87.2    49.3
            M       0.0   473.8   450.8  1858.1  3366.0  4384.6  4913.7  4953.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.78  102.67  105.00
Self wt.  : M     952.4   830.2   626.5   341.3    82.2    86.4     0.0
(Max)       V       7.7    15.3    23.0    30.6    36.2    36.2    37.8
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     215.6   188.0   141.9    77.3    18.6    19.6     0.0
DC(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
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    1063.6   927.2   699.7   381.2    91.8    96.5     0.0
Haunch (Max)V       8.6    17.1    25.7    34.2    40.5    40.4    42.3
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       5.2     3.9     2.6     1.2     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     391.2   341.0   257.3   140.2    33.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.9    14.8    15.5
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     215.9   188.2   142.0    77.4    18.6    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
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+   2189.1  1951.5  1496.1   839.5   205.6   216.1     0.0
            V      56.7    71.8    94.3   109.4   121.1   120.9   124.5
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    64.2    79.3    94.3   109.4   121.1   120.9   124.5
            M    2069.8  1906.2  1496.1   839.5   205.6   216.1     0.0
Total     : M+   5033.0  4429.9  3366.0  1858.1   450.8   473.8     0.0
            V      79.7   117.6   163.0   200.9   229.2   228.8   237.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    87.2   125.1   163.0   200.9   229.2   228.8   237.4
            M    4913.7  4384.6  3366.0  1858.1   450.8   473.8     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   10.63   21.27   31.90   42.53   53.17
 
Beam-Self
Precast-top    0.182   0.595   1.052   1.373   1.558   1.623 
Bottom        -0.147  -0.480  -0.842  -1.090  -1.227  -1.278 
 
Prestress
Precast-top    0.009  -0.250  -0.604  -0.952  -1.292  -1.292 
Bottom         4.412   4.609   4.876   5.132   5.379   5.379 
 
Total
Precast-top    0.190   0.345   0.448   0.421   0.266   0.331 
Bottom         4.265   4.130   4.034   4.043   4.152   4.100 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.58 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top    0.018   0.008   0.011  -0.218  -0.528  -0.833  -1.130  -1.130
Bottom         0.896   3.858   3.717   4.030   4.263   4.487   4.702   4.702
 
Self wt.
Precast-top   -0.000   0.141   0.134   0.554   1.011   1.332   1.518   1.583
Bottom        -0.000  -0.114  -0.109  -0.447  -0.809  -1.057  -1.195  -1.246
 
DL-Prec (DC)
Precast-top   -0.000   0.032   0.030   0.125   0.229   0.302   0.344   0.358
Bottom        -0.000  -0.026  -0.025  -0.101  -0.183  -0.239  -0.271  -0.282
 
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   0.006   0.008   0.010
Bottom        -0.000  -0.000  -0.000  -0.002  -0.003  -0.005  -0.007  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.157   0.149   0.618   1.130   1.488   1.695   1.768
Bottom        -0.000  -0.127  -0.121  -0.499  -0.904  -1.181  -1.335  -1.392
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.014   0.056   0.102   0.135   0.154   0.160
Precast-top   -0.000   0.011   0.010   0.042   0.077   0.102   0.116   0.121
Bottom        -0.000  -0.030  -0.029  -0.120  -0.218  -0.286  -0.326  -0.340
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.007   0.031   0.056   0.074   0.085   0.089
Precast-top   -0.000   0.006   0.006   0.023   0.042   0.056   0.064   0.067
Bottom        -0.000  -0.017  -0.016  -0.066  -0.120  -0.158  -0.180  -0.187
 
LL+I(+)
Topping-top   -0.000   0.088   0.083   0.344   0.622   0.811   0.920   0.951
Precast-top   -0.000   0.066   0.063   0.258   0.469   0.612   0.696   0.719
Bottom        -0.000  -0.188  -0.180  -0.736  -1.328  -1.724  -1.949  -2.014
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.110   0.104   0.431   0.781   1.020   1.159   1.200 
Precast-top    0.018   0.420   0.403   1.405   2.434   3.066   3.312   3.497 
Bottom         0.896   3.354   3.237   2.060   0.697  -0.164  -0.560  -0.768 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.022   0.021   0.087   0.159   0.209   0.239   0.249 
Precast-top    0.018   0.354   0.340   1.146   1.965   2.454   2.616   2.778 
Bottom         0.896   3.543   3.417   2.796   2.025   1.560   1.389   1.246 
 

 
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   10.63   21.27   31.90   42.53   53.17
 
Beam-Self
Precast-top    0.182   0.595   1.052   1.373   1.558   1.623 
Bottom        -0.147  -0.480  -0.842  -1.090  -1.227  -1.278 
 
Prestress
Precast-top    0.009  -0.250  -0.604  -0.952  -1.292  -1.292 
Bottom         4.412   4.609   4.876   5.132   5.379   5.379 
 
Total
Precast-top    0.190   0.345   0.448   0.421   0.266   0.331 
Bottom         4.265   4.130   4.034   4.043   4.152   4.100 
 
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 = 12.58 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top    0.018   0.008   0.011  -0.218  -0.528  -0.833  -1.130  -1.130
Bottom         0.896   3.858   3.717   4.030   4.263   4.487   4.702   4.702
 
Self wt.
Precast-top   -0.000   0.141   0.134   0.554   1.011   1.332   1.518   1.583
Bottom        -0.000  -0.114  -0.109  -0.447  -0.809  -1.057  -1.195  -1.246
 
DL-Prec (DC)
Precast-top   -0.000   0.032   0.030   0.125   0.229   0.302   0.344   0.358
Bottom        -0.000  -0.026  -0.025  -0.101  -0.183  -0.239  -0.271  -0.282
 
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   0.006   0.008   0.010
Bottom        -0.000  -0.000  -0.000  -0.002  -0.003  -0.005  -0.007  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.157   0.149   0.618   1.130   1.488   1.695   1.768
Bottom        -0.000  -0.127  -0.121  -0.499  -0.904  -1.181  -1.335  -1.392
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.014   0.056   0.102   0.135   0.154   0.160
Precast-top   -0.000   0.011   0.010   0.042   0.077   0.102   0.116   0.121
Bottom        -0.000  -0.030  -0.029  -0.120  -0.218  -0.286  -0.326  -0.340
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.007   0.031   0.056   0.074   0.085   0.089
Precast-top   -0.000   0.006   0.006   0.023   0.042   0.056   0.064   0.067
Bottom        -0.000  -0.017  -0.016  -0.066  -0.120  -0.158  -0.180  -0.187
 
LL+I(+)
Topping-top   -0.000   0.070   0.067   0.275   0.498   0.649   0.736   0.761
Precast-top   -0.000   0.053   0.050   0.207   0.375   0.490   0.556   0.575
Bottom        -0.000  -0.151  -0.144  -0.589  -1.062  -1.379  -1.559  -1.611
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.092   0.088   0.362   0.657   0.858   0.975   1.010 
Precast-top    0.018   0.406   0.390   1.353   2.340   2.943   3.173   3.353 
Bottom         0.896   3.392   3.273   2.207   0.963   0.180  -0.170  -0.365 
 

 
 
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    9.97   20.60   31.23   41.87   52.50
F_LL+I(+)
Topping-top   -0.000   0.086   0.082   0.335   0.594   0.771   0.861   0.857
Precast-top   -0.000   0.065   0.062   0.252   0.447   0.582   0.651   0.648
Bottom        -0.000  -0.186  -0.177  -0.717  -1.268  -1.640  -1.823  -1.816
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.097   0.093   0.378   0.673   0.876   0.980   0.982 
Precast-top    0.009   0.242   0.232   0.825   1.430   1.809   1.959   2.037 
Bottom         0.448   1.586   1.531   0.681  -0.255  -0.860  -1.128  -1.192 
 

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
    363.1    6.5   49.4    1.090   4.4   6.00e-3 50.0    373.5     1.823    4.693      0.00
      0.0    1.1   48.8     41.9 0.148      25.5 0.87    12.00     0.120    1.683 
Transfer:   3.00
    349.9    6.5   49.4    4.916  19.8  -0.07e-3 28.7    226.1     0.528    1.760      0.00
    723.8    4.8   47.0    189.0 0.142     142.9 5.08    12.00     0.120    1.720 
Critical:   4.56
    340.9    6.5   49.4    5.379  19.8  -0.10e-3 28.6    213.5     0.499    1.760      0.00
   1153.2    5.2   46.8    189.0 0.139     145.5 5.19    12.00     0.120    1.758 
0.1L    :  10.63
    306.9    6.5   49.4    7.141  19.8  -0.09e-3 28.7    179.7     0.428    0.827      0.00
   2801.0    6.8   46.0    189.0 0.126     141.5 5.14    12.00     0.120    1.491 
0.2L    :  21.27
    250.1    6.5   45.9    9.114  19.8  -0.02e-3 28.9    134.0     0.349    0.620      0.00
   4957.2    7.0   42.4    189.0 0.110     124.1 4.89    24.00     0.120    1.374 
0.3L    :  31.90
    194.5    6.5   47.5    9.114  19.8   0.79e-3 31.7    116.7     0.328    0.413      0.00
   6424.0    7.1   44.0    189.0 0.081      79.6 3.02    24.00     0.120    1.140 
0.4L    :  42.53
    140.2    6.5   49.2    9.114   0.0   1.19e-3 33.2     86.3     0.247    0.413      0.00
   7186.9    7.1   45.6    189.0 0.062      69.4 2.54    24.00     0.120    1.373 
0.5L    :  53.17
     87.0    6.5   49.2    9.114   0.0   1.07e-3 32.8     24.0     0.120    0.413      0.00
   7275.8    7.1   45.6    189.0 0.038      72.7 2.66    24.00     0.120    2.267 
0.6L    :  63.80
    140.2    6.5   49.2    9.114   0.0   1.19e-3 33.2     86.3     0.247    0.413      0.00
   7186.9    7.1   45.6    189.0 0.062      69.4 2.54    24.00     0.120    1.373 
0.7L    :  74.43
    194.5    6.5   47.5    9.114  19.8   0.79e-3 31.7    116.7     0.328    0.413      0.00
   6424.0    7.1   44.0    189.0 0.081      79.6 3.02    24.00     0.120    1.140 
0.8L    :  85.06
    250.1    6.5   45.9    9.114  19.8  -0.02e-3 28.9    134.0     0.349    0.620      0.00
   4957.2    7.0   42.4    189.0 0.110     124.1 4.89    24.00     0.120    1.374 
0.9L    :  95.70
    306.9    6.5   49.4    7.141  19.8  -0.09e-3 28.7    179.7     0.428    0.827      0.00
   2801.0    6.8   46.0    189.0 0.126     141.5 5.14    12.00     0.120    1.491 
Critical: 101.77
    340.9    6.5   49.4    5.379  19.8  -0.10e-3 28.6    213.5     0.499    1.760      0.00
   1153.2    5.2   46.8    189.0 0.139     145.5 5.19    12.00     0.120    1.758 
Transfer: 103.33
    349.9    6.5   49.4    4.916  19.8  -0.07e-3 28.7    226.1     0.528    1.760      0.00
    723.8    4.8   47.0    189.0 0.142     142.9 5.08    12.00     0.120    1.720 
Bearing : 105.67
    363.1    6.5   49.4    1.090   4.4   6.00e-3 50.0    373.5     1.823    4.693      0.00
      0.0    1.1   48.8     41.9 0.148      25.5 0.87    12.00     0.120    1.683 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1786.53
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    3.57
 
 
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
    363.1      8.26     49.37    1.09       48.82    24.00      0.300      2.004      0.000      0.000*
Transfer:      2.33
    349.9      8.27     49.37    4.77       46.98    24.00      0.300      2.008      0.000      1.760 
Critical:      3.90
    341.1      8.10     49.37    5.19       46.77    24.00      0.300      1.951      0.000      1.760 
0.1L    :      9.97
    306.9      7.42     49.37    6.82       45.96    24.00      0.300      1.723      0.000      0.827 
0.2L    :     20.60
    250.1      6.55     45.92    7.05       42.39    24.00      0.300      1.435      0.000      0.620 
0.3L    :     31.23
    194.5      4.91     47.54    7.06       44.01    24.00      0.300      0.887      0.000      0.413 
0.4L    :     41.87
    140.2      3.41     49.15    7.07       45.62    24.00      0.300      0.388      0.000      0.413 
0.5L    :     52.50
     87.0      2.12     49.15    7.07       45.62    24.00      0.300      0.000      0.000      0.413 
0.6L    :     63.13
    140.2      3.41     49.15    7.07       45.62    24.00      0.300      0.388      0.000      0.413 
0.7L    :     73.77
    194.5      4.91     47.54    7.06       44.01    24.00      0.300      0.887      0.000      0.413 
0.8L    :     84.40
    250.1      6.55     45.92    7.05       42.39    24.00      0.300      1.435      0.000      0.620 
0.9L    :     95.03
    306.9      7.42     49.37    6.82       45.96    24.00      0.300      1.723      0.000      0.827 
Critical:    101.10
    341.1      8.10     49.37    5.19       46.77    24.00      0.300      1.951      0.000      1.760 
Transfer:    102.67
    349.9      8.27     49.37    4.77       46.98    24.00      0.300      2.008      0.000      1.760 
Bearing :    105.00
    363.1      8.26     49.37    1.09       48.82    24.00      0.300      2.004      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.97 ft
Prestress      :       1.856  1.80      3.340  2.20      4.082
Self Wt.       :      -0.673  1.85     -1.244  2.40     -1.614
Deck + Haunch  :                       -0.652  2.30     -1.499
DL-Prec. (DC)  :                       -0.132  3.00     -0.396
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.094  3.00     -0.283
DL-Comp. (DW)  :                       -0.052  3.00     -0.156
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 20.60 ft
Prestress      :       3.333  1.80      5.999  2.20      7.332
Self Wt.       :      -1.262  1.85     -2.334  2.40     -3.028
Deck + Haunch  :                       -1.265  2.30     -2.909
DL-Prec. (DC)  :                       -0.256  3.00     -0.769
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.184  3.00     -0.551
DL-Comp. (DW)  :                       -0.101  3.00     -0.304
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 31.23 ft
Prestress      :       4.392  1.80      7.905  2.20      9.662
Self Wt.       :      -1.711  1.85     -3.166  2.40     -4.107
Deck + Haunch  :                       -1.734  2.30     -3.988
DL-Prec. (DC)  :                       -0.352  3.00     -1.055
Diaphragm      :                       -0.008  3.00     -0.024
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.252  3.00     -0.757
DL-Comp. (DW)  :                       -0.139  3.00     -0.417
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 41.87 ft
Prestress      :       5.001  1.80      9.001  2.20     11.002
Self Wt.       :      -1.984  1.85     -3.670  2.40     -4.761
Deck + Haunch  :                       -2.019  2.30     -4.643
DL-Prec. (DC)  :                       -0.409  3.00     -1.228
Diaphragm      :                       -0.009  3.00     -0.028
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.294  3.00     -0.883
DL-Comp. (DW)  :                       -0.162  3.00     -0.487
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 52.50 ft
Prestress      :       5.231  1.80      9.415  2.20     11.507
Self Wt.       :      -2.083  1.85     -3.854  2.40     -4.999
Deck + Haunch  :                       -2.123  2.30     -4.882
DL-Prec. (DC)  :                       -0.430  3.00     -1.291
Diaphragm      :                       -0.010  3.00     -0.030
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.310  3.00     -0.929
DL-Comp. (DW)  :                       -0.171  3.00     -0.513
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 63.13 ft
Prestress      :       5.001  1.80      9.001  2.20     11.002
Self Wt.       :      -1.984  1.85     -3.670  2.40     -4.761
Deck + Haunch  :                       -2.019  2.30     -4.643
DL-Prec. (DC)  :                       -0.409  3.00     -1.228
Diaphragm      :                       -0.009  3.00     -0.028
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.294  3.00     -0.883
DL-Comp. (DW)  :                       -0.162  3.00     -0.487
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 73.77 ft
Prestress      :       4.392  1.80      7.905  2.20      9.662
Self Wt.       :      -1.711  1.85     -3.166  2.40     -4.107
Deck + Haunch  :                       -1.734  2.30     -3.988
DL-Prec. (DC)  :                       -0.352  3.00     -1.055
Diaphragm      :                       -0.008  3.00     -0.024
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.252  3.00     -0.757
DL-Comp. (DW)  :                       -0.139  3.00     -0.417
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 84.40 ft
Prestress      :       3.333  1.80      5.999  2.20      7.332
Self Wt.       :      -1.262  1.85     -2.334  2.40     -3.028
Deck + Haunch  :                       -1.265  2.30     -2.909
DL-Prec. (DC)  :                       -0.256  3.00     -0.769
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.184  3.00     -0.551
DL-Comp. (DW)  :                       -0.101  3.00     -0.304
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 95.03 ft
Prestress      :       1.856  1.80      3.340  2.20      4.082
Self Wt.       :      -0.673  1.85     -1.244  2.40     -1.614
Deck + Haunch  :                       -0.652  2.30     -1.499
DL-Prec. (DC)  :                       -0.132  3.00     -0.396
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.094  3.00     -0.283
DL-Comp. (DW)  :                       -0.052  3.00     -0.156
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
   710.9    43.1  6.072  260.2    5.6   4.77   5365.4  0.024T 1.00       -       -     -     -  
H/2     :   2.22
   676.3    43.1  5.837  260.5    5.4   4.59   5173.7  0.025T 1.00       -       -     -     -  
0.1L    :   9.97
  2801.0    44.3  8.821  256.3    8.0   6.82   7703.5  0.016T 1.00       -       -     -     -  
0.2L    :  20.60
  5115.9    45.9  9.114  256.3    8.3   7.05   8253.7  0.016T 1.00   6084.7  6084.7    1.36    -  
0.3L    :  31.23
  6736.3    47.5  9.114  256.8    8.3   7.06   8582.5  0.016T 1.00   6201.4  6201.4    1.38    -  
0.4L    :  41.87
  7705.0    49.2  9.114  257.2    8.3   7.07   8911.6  0.015T 1.00   6421.3  6421.3    1.39    -  
0.5L    :  52.50
  7997.5    49.2  9.114  257.2    8.3   7.07   8911.6  0.015T 1.00   6372.2  6372.2    1.40    -  
0.6L    :  63.13
  7705.0    49.2  9.114  257.2    8.3   7.07   8911.6  0.015T 1.00   6421.3  6421.3    1.39    -  
0.7L    :  73.77
  6736.3    47.5  9.114  256.8    8.3   7.06   8582.5  0.016T 1.00   6201.4  6201.4    1.38    -  
0.8L    :  84.40
  5115.9    45.9  9.114  256.3    8.3   7.05   8253.7  0.016T 1.00   6084.7  6084.7    1.36    -  
0.9L    :  95.03
  2801.0    44.3  8.821  256.3    8.0   6.82   7703.5  0.016T 1.00       -       -     -     -  
H/2     : 102.78
   676.3    43.1  5.837  260.5    5.4   4.59   5173.7  0.025T 1.00       -       -     -     -  
Transfer: 102.67
   710.9    43.1  6.072  260.2    5.6   4.77   5365.4  0.024T 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 1-21; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.089
        M   2.00 Fb     0.138
 
  2   2 E  42.00 Ft     0.429
        M   8.00 Fb     0.073
 
  3   2 E  40.00 Ft     0.747
        M   6.00 Fb     0.026
 
  4   2 E  38.00 Ft     1.041
        M   4.00 Fb    -0.003
 
  5   2 E  36.00 Ft     1.312
        M   2.00 Fb    -0.012
 
  6   2 E   6.00 Ft     1.265
        M   6.00 Fb     0.236
 
  7   2 E   6.00 Ft     1.218
        M   6.00 Fb     0.485
 
  8   2 E   6.00 Ft     1.171
        M   6.00 Fb     0.734
 
  9   2 E   6.00 Ft     1.124
        M   6.00 Fb     0.982
 
 10   2 E   6.00 Ft     1.077
        M   6.00 Fb     1.231
 
 11   2 E   4.00 Ft     1.007
        M   4.00 Fb     1.498
 
 12   2 E   4.00 Ft     0.937
        M   4.00 Fb     1.765
 
 13   2 E   4.00 Ft     0.867
        M   4.00 Fb     2.033
 
 14   2 E   4.00 Ft     0.797
        M   4.00 Fb     2.300
 
 15   2 E   4.00 Ft     0.726
        M   4.00 Fb     2.567
 
 16   2 E   4.00 Ft     0.656
        M   4.00 Fb     2.835
 
 17   2 E   2.00 Ft     0.563
        M   2.00 Fb     3.121
 
 18   2 E   2.00 Ft     0.470
        M   2.00 Fb     3.407
 
 19   2 E   2.00 Ft     0.377
        M   2.00 Fb     3.693
 
 20   2 E   2.00 Ft     0.284
        M   2.00 Fb     3.979
 
 21   2 E   2.00 Ft     0.191
        M   2.00 Fb     4.265
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 106.33            Release Length, ft: 106.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  42
No. of strands, Draped:   8           No. of strands, Straight:  34
Concrete Strength, f'ci:   7.5  ksi        f'c:   8.5 ksi  f'ct   4.0 ksi
Initial losses:  9.25 %               Final losses: 13.30 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.265     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.190       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)                  8911.56     7997.51     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   1.200     Midspan    1.800   0.249     Midspan
    Pre.Top:   5.100   3.497     Midspan    3.825   2.778     Midspan
    Pre.Bot:   5.100   3.354    Transfer    3.825   3.543    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.554   0.018     Bearing
    Pre.Bot:  -0.554  -0.365     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.400   2.037     Midspan
    Pre.Bot:                                                             3.400   1.586    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.231  1.80      9.415  2.20     11.507
Self Wt.       :      -2.083  1.85     -3.854  2.40     -4.999
Deck + Haunch  :                       -2.123  2.30     -4.882
DL-Prec. (DC)  :                       -0.430  3.00     -1.291
Diaphragm      :                       -0.010  3.00     -0.030
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.310  3.00     -0.929
DL-Comp. (DW)  :                       -0.171  3.00     -0.513
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  105.00
     DC  Line       0.087      0.00       0.087  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.330 ft
Release length = 106.330 ft
Design  length = 105.000 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)  : 0.710   (Calculated)    
Live Moment (1  lane  loaded)  : 0.488   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.187   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.950   (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           1375.9 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           463007 in4#
Ht. of c.g.           =        20.74 in             34.94 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 = 0.7798

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     9.97    20.60    31.23    41.87    52.50
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    700.7    732.2    730.6    732.2    732.2    732.2    732.2    732.2
  Yb      ,  in    20.61    20.15    20.18    20.09    20.00    19.91    19.82    19.82
  MI(Ixx) , in4   179903   183277   183105   184270   185826   187582   189538   189538
Composite: (At Final, using Ec =  5471.1 ksi )
  Area    , in2   1384.4   1414.2   1412.7   1414.2   1414.2   1414.2   1414.2   1414.2
  Yb      ,  in    34.79    34.26    34.29    34.23    34.19    34.14    34.10    34.10
  MI(Ixx) , in4   468067   486004   485104   488208   491446   494880   498509   498509

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           =       8.50 ksi           4.00 ksi
  Elasticity         =    5471.07 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.10 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.83 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           =       3.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.55 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  42 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 42.53 ft from member end )
END PATTERN (Ycg = 10.57 in):
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in     2 @ 36.000 in
     2 @ 38.000 in     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.10 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    10 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    9.11 in2      Initial Pull          =     1786.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.565 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.456 ft
Holddown Force        =  22.619 kips     Beam Shrtng (PL/AE)   =      0.594 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)       
--------------------------------------------------------------------------------------
      4467.369         740 3305.853     18.920 76624.219  1096.452     673.062        
 
 
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     14.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     21.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      21.6670     29.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      29.1667     77.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      77.1634     84.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      84.6631     91.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00      91.6631    101.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00     101.4134    103.4134    Yes
      2      US#6[M19]       60.00        0.88       5.00     103.4134    103.8301    Yes
      2      US#6[M19]       60.00        0.88       3.00     103.8301    105.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     105.0801    106.2051     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 106.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.1140 in2       Ycg =  4.10 in
         P_init    =     1786.5 kips  Ecc = 16.64 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.13 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.340 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.47 ksi    0.00 ksi
    due to Composite Loads                                 -2.38 ksi    0.00 ksi
    due to Live Loads                                      -6.46 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                        15.19 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.13 ksi  ( 9.25 %)             8.33 ksi ( 4.25 %)
Total Prestress Losses                                    26.47 ksi (13.50 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    86.4    82.2   341.3   626.5   830.2   952.4   993.1
(Max)       V      37.8    36.2    36.2    30.6    23.0    15.3     7.7     0.0
DL-Prec.  : M       0.0    14.6    13.9    57.7   105.8   140.2   160.9   167.7
DC(Max)     V       6.4     6.1     6.1     5.2     3.9     2.6     1.3     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   109.5   104.2   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.9    38.9    29.1    19.4     9.7     0.0
Diaphragm : M       0.0     0.6     0.6     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.5    33.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.9    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    18.6    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   194.7   185.2   765.1  1391.4  1821.7  2077.7  2147.1
            V     143.4   139.0   139.2   124.5   105.1    85.6    58.6    39.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   143.4   139.0   139.2   124.5   106.4    89.0    72.5    56.7
            M      -0.0   201.2   191.5   765.1  1310.9  1663.3  1814.9  1781.0
Total     : M+      0.0   460.8   438.4  1817.0  3322.6  4381.8  5016.2  5213.5
            V     260.0   250.4   250.9   219.0   176.0   133.0    82.4    39.4
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   260.0   250.4   250.9   219.0   177.3   136.4    96.3    57.0
            M      -0.0   467.4   444.7  1817.0  3242.1  4223.4  4753.4  4847.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.78  102.67  105.00
Self wt.  : M     952.4   830.2   626.5   341.3    82.2    86.4     0.0
(Max)       V       7.7    15.3    23.0    30.6    36.2    36.2    37.8
DL-Prec.  : M     160.9   140.2   105.8    57.7    13.9    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
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    1207.7  1052.7   794.4   432.8   104.2   109.5     0.0
Haunch (Max)V       9.7    19.4    29.1    38.9    45.9    45.8    48.0
Diaphragm : M      10.5     7.8     5.2     2.5     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     391.2   341.0   257.3   140.2    33.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.9    14.8    15.5
DL-Comp   : M     215.9   188.2   142.0    77.4    18.6    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
LL + I    : M+   2077.7  1821.7  1391.4   765.1   185.2   194.7     0.0
            V      58.6    85.6   105.1   124.5   139.2   139.0   143.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    72.5    89.0   106.4   124.5   139.2   139.0   143.4
            M    1814.9  1663.3  1310.9   765.1   191.5   201.2     0.0
Total     : M+   5016.2  4381.8  3322.6  1817.0   438.4   460.8     0.0
            V      82.4   133.0   176.0   219.0   250.9   250.4   260.0
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    96.3   136.4   177.3   219.0   250.9   250.4   260.0
            M    4753.4  4223.4  3242.1  1817.0   444.7   467.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.8             37.8
Deck+Haunch            48.0             48.0
Diaphragm               0.2              0.3
DL-Prec.(DC)            6.4              6.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.7             77.7
DL-Comp.(DW)           42.9             42.9
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    86.4    82.2   341.3   626.5   830.2   952.4   993.1
(Max)       V      37.8    36.2    36.2    30.6    23.0    15.3     7.7     0.0
DL-Prec.  : M       0.0    14.6    13.9    57.7   105.8   140.2   160.9   167.7
DC(Max)     V       6.4     6.1     6.1     5.2     3.9     2.6     1.3     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   109.5   104.2   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.9    38.9    29.1    19.4     9.7     0.0
Diaphragm : M       0.0     0.6     0.6     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.5    33.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.9    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    18.6    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   155.7   148.2   612.1  1113.2  1457.4  1662.2  1717.7
            V     114.8   111.2   111.4    99.6    84.1    68.5    46.9    31.3
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   114.8   111.2   111.4    99.6    85.1    71.2    58.0    45.4
            M      -0.0   161.0   153.2   612.1  1048.7  1330.7  1452.0  1424.8
Total     : M+      0.0   421.9   401.3  1663.9  3044.3  4017.4  4600.6  4784.0
            V     231.3   222.6   223.0   194.1   155.0   115.9    70.7    31.6
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   231.3   222.6   223.0   194.1   156.0   118.6    81.8    45.6
            M      -0.0   427.1   406.4  1663.9  2979.9  3890.7  4390.4  4491.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.78  102.67  105.00
Self wt.  : M     952.4   830.2   626.5   341.3    82.2    86.4     0.0
(Max)       V       7.7    15.3    23.0    30.6    36.2    36.2    37.8
DL-Prec.  : M     160.9   140.2   105.8    57.7    13.9    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
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    1207.7  1052.7   794.4   432.8   104.2   109.5     0.0
Haunch (Max)V       9.7    19.4    29.1    38.9    45.9    45.8    48.0
Diaphragm : M      10.5     7.8     5.2     2.5     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     391.2   341.0   257.3   140.2    33.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.9    14.8    15.5
DL-Comp   : M     215.9   188.2   142.0    77.4    18.6    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
LL + I    : M+   1662.2  1457.4  1113.2   612.1   148.2   155.7     0.0
            V      46.9    68.5    84.1    99.6   111.4   111.2   114.8
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    58.0    71.2    85.1    99.6   111.4   111.2   114.8
            M    1452.0  1330.7  1048.7   612.1   153.2   161.0     0.0
Total     : M+   4600.6  4017.4  3044.3  1663.9   401.3   421.9     0.0
            V      70.7   115.9   155.0   194.1   223.0   222.6   231.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    81.8   118.6   156.0   194.1   223.0   222.6   231.3
            M    4390.4  3890.7  2979.9  1663.9   406.4   427.1     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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   108.0   102.7   426.6   783.1  1037.7  1190.5  1241.4
(Max)       V      47.3    45.2    45.3    38.3    28.7    19.2     9.6     0.0
Self wt.  : M       0.0    77.7    74.0   307.2   563.8   747.1   857.1   893.8
(Min)       V      34.0    32.5    32.6    27.6    20.7    13.8     6.9     0.0
DL-Prec.  : M       0.0    18.2    17.3    72.1   132.3   175.3   201.1   209.7
DC(Max)     V       8.0     7.6     7.7     6.5     4.9     3.2     1.6     0.0
DL-Prec.  : M       0.0    13.1    12.5    51.9    95.2   126.2   144.8   151.0
DC(Min)     V       5.8     5.5     5.5     4.7     3.5     2.3     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   136.9   130.2   541.0   993.0  1315.9  1509.6  1574.2
Haunch (Max)V      60.0    57.3    57.4    48.6    36.4    24.3    12.1     0.0
Deck +    : M       0.0    98.6    93.8   389.5   715.0   947.4  1086.9  1133.4
Haunch (Min)V      43.2    41.3    41.4    35.0    26.2    17.5     8.7     0.0
Diaphragm : M       0.0     0.7     0.7     3.1     6.4     9.8    13.1    16.4
(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     2.2     4.6     7.0     9.4    11.8
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    44.3    42.2   175.2   321.7   426.2   489.0   509.9
DC(Max)     V      19.4    18.6    18.6    15.7    11.8     7.9     3.9     0.0
DL-Comp   : M       0.0    31.9    30.4   126.2   231.6   306.9   352.1   367.1
DC(Min)     V      14.0    13.4    13.4    11.3     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    29.4    27.9   116.0   213.0   282.2   323.8   337.6
DW(Max)     V      12.9    12.3    12.3    10.4     7.8     5.2     2.6     0.0
DL-Comp   : M       0.0    12.7    12.1    50.3    92.3   122.3   140.3   146.3
DW(Min)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   340.7   324.1  1339.0  2435.0  3188.0  3636.1  3757.5
            V     251.0   243.3   243.7   217.9   183.9   149.8   102.5    68.5
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   251.0   243.3   243.7   217.9   186.1   155.8   126.8    99.2
            M      -0.0   352.2   335.2  1339.0  2294.1  2910.8  3176.2  3116.8
Total     : M+      0.0   678.3   645.2  2673.1  4884.5  6435.1  7363.1  7646.7
            V     398.9   384.6   385.3   337.7   273.8   209.9   132.7    68.8
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   398.9   384.6   385.3   337.7   276.1   215.8   157.0    99.5
            M      -0.0   689.7   656.3  2673.1  4743.6  6157.9  6903.2  7006.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.78  102.67  105.00
Self wt.  : M    1190.5  1037.7   783.1   426.6   102.7   108.0     0.0
(Max)       V       9.6    19.2    28.7    38.3    45.3    45.2    47.3
Self wt.  : M     857.1   747.1   563.8   307.2    74.0    77.7     0.0
(Min)       V       6.9    13.8    20.7    27.6    32.6    32.5    34.0
DL-Prec.  : M     201.1   175.3   132.3    72.1    17.3    18.2     0.0
DC(Max)     V       1.6     3.2     4.9     6.5     7.7     7.6     8.0
DL-Prec.  : M     144.8   126.2    95.2    51.9    12.5    13.1     0.0
DC(Min)     V       1.2     2.3     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1509.6  1315.9   993.0   541.0   130.2   136.9     0.0
Haunch (Max)V      12.1    24.3    36.4    48.6    57.4    57.3    60.0
Deck +    : M    1086.9   947.4   715.0   389.5    93.8    98.6     0.0
Haunch (Min)V       8.7    17.5    26.2    35.0    41.4    41.3    43.2
Diaphragm : M      13.1     9.8     6.4     3.1     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.4     7.0     4.6     2.2     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     489.0   426.2   321.7   175.2    42.2    44.3     0.0
DC(Max)     V       3.9     7.9    11.8    15.7    18.6    18.6    19.4
DL-Comp   : M     352.1   306.9   231.6   126.2    30.4    31.9     0.0
DC(Min)     V       2.8     5.7     8.5    11.3    13.4    13.4    14.0
DL-Comp   : M     323.8   282.2   213.0   116.0    27.9    29.4     0.0
DW(Max)     V       2.6     5.2     7.8    10.4    12.3    12.3    12.9
DL-Comp   : M     140.3   122.3    92.3    50.3    12.1    12.7     0.0
DW(Min)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   3636.1  3188.0  2435.0  1339.0   324.1   340.7     0.0
            V     102.5   149.8   183.9   217.9   243.7   243.3   251.0
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   126.8   155.8   186.1   217.9   243.7   243.3   251.0
            M    3176.2  2910.8  2294.1  1339.0   335.2   352.2     0.0
Total     : M+   7363.1  6435.1  4884.5  2673.1   645.2   678.3     0.0
            V     132.7   209.9   273.8   337.7   385.3   384.6   398.9
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   157.0   215.8   276.1   337.7   385.3   384.6   398.9
            M    6903.2  6157.9  4743.6  2673.1   656.3   689.7     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               47.3             47.3
Deck+Haunch            60.0             60.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.0              8.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           97.1             97.1
DL-Comp.(DW)           64.3             64.3
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    86.4    82.2   341.3   626.5   830.2   952.4   993.1
(Max)       V      37.8    36.2    36.2    30.6    23.0    15.3     7.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    14.6    13.9    57.7   105.8   140.2   160.9   167.7
DC(Max)     V       6.4     6.1     6.1     5.2     3.9     2.6     1.3     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   109.5   104.2   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.9    38.9    29.1    19.4     9.7     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.5     5.2     7.8    10.5    13.1
(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    35.5    33.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.9    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    19.6    18.6    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     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   131.8   125.4   512.0   912.5  1190.3  1335.2  1329.7
            V     113.7   110.5   110.7   100.0    86.2    65.6    51.8    38.1
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   113.7   110.5   110.7   100.0    86.2    72.4    58.7    44.9
            M       0.0   131.8   125.4   512.0   912.5  1162.7  1262.5  1211.9
Total     : M+      0.0   397.9   378.6  1563.9  2843.7  3750.4  4273.6  4396.0
            V     230.3   221.9   222.3   194.4   157.1   113.0    75.6    38.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   230.3   221.9   222.3   194.4   157.1   119.8    82.5    45.2
            M       0.0   397.9   378.6  1563.9  2843.7  3722.7  4200.9  4278.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.78  102.67  105.00
Self wt.  : M     952.4   830.2   626.5   341.3    82.2    86.4     0.0
(Max)       V       7.7    15.3    23.0    30.6    36.2    36.2    37.8
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     160.9   140.2   105.8    57.7    13.9    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
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    1207.7  1052.7   794.4   432.8   104.2   109.5     0.0
Haunch (Max)V       9.7    19.4    29.1    38.9    45.9    45.8    48.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      10.5     7.8     5.2     2.5     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     391.2   341.0   257.3   140.2    33.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.9    14.8    15.5
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     215.9   188.2   142.0    77.4    18.6    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
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+   1335.2  1190.3   912.5   512.0   125.4   131.8     0.0
            V      51.8    65.6    86.2   100.0   110.7   110.5   113.7
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    58.7    72.4    86.2   100.0   110.7   110.5   113.7
            M    1262.5  1162.7   912.5   512.0   125.4   131.8     0.0
Total     : M+   4273.6  3750.4  2843.7  1563.9   378.6   397.9     0.0
            V      75.6   113.0   157.1   194.4   222.3   221.9   230.3
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    82.5   119.8   157.1   194.4   222.3   221.9   230.3
            M    4200.9  3722.7  2843.7  1563.9   378.6   397.9     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   10.63   21.27   31.90   42.53   53.17
 
Beam-Self
Precast-top    0.182   0.595   1.052   1.373   1.558   1.623 
Bottom        -0.147  -0.480  -0.842  -1.090  -1.227  -1.278 
 
Prestress
Precast-top    0.009  -0.250  -0.604  -0.952  -1.292  -1.292 
Bottom         4.412   4.609   4.876   5.132   5.379   5.379 
 
Total
Precast-top    0.190   0.345   0.448   0.421   0.266   0.331 
Bottom         4.265   4.130   4.034   4.043   4.152   4.100 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.58 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.019   0.079   0.145   0.191   0.218   0.228 
Precast-top    0.018   0.365   0.351   1.193   2.050   2.566   2.746   2.915 
Bottom         0.896   3.532   3.407   2.755   1.951   1.462   1.278   1.129 
 

 
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   10.63   21.27   31.90   42.53   53.17
 
Beam-Self
Precast-top    0.182   0.595   1.052   1.373   1.558   1.623 
Bottom        -0.147  -0.480  -0.842  -1.090  -1.227  -1.278 
 
Prestress
Precast-top    0.009  -0.250  -0.604  -0.952  -1.292  -1.292 
Bottom         4.412   4.609   4.876   5.132   5.379   5.379 
 
Total
Precast-top    0.190   0.345   0.448   0.421   0.266   0.331 
Bottom         4.265   4.130   4.034   4.043   4.152   4.100 
 
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 = 12.58 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    9.97   20.60   31.23   41.87   52.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.058   0.055   0.226   0.404   0.526   0.589   0.592 
Precast-top    0.009   0.218   0.209   0.732   1.266   1.596   1.723   1.806 
Bottom         0.448   1.655   1.597   0.947   0.214  -0.255  -0.457  -0.527 
 

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
    398.9    6.5   49.4    1.083   4.4   6.00e-3 50.0    413.3     2.015    4.693      0.00
      0.0    1.0   48.9     41.9 0.162      25.6 0.87    12.00     0.120    1.534 
Transfer:   3.00
    384.6    6.5   49.4    4.887  19.8  -0.05e-3 28.8    266.3     0.620    1.760      0.00
    689.7    4.2   47.3    189.0 0.156     141.2 4.99    12.00     0.120    1.575 
Critical:   4.59
    374.7    6.5   49.4    5.356  19.8  -0.08e-3 28.7    252.8     0.589    1.760      0.00
   1105.9    4.6   47.1    189.0 0.152     143.7 5.10    12.00     0.120    1.610 
0.1L    :  10.63
    337.7    6.5   49.4    7.107  19.8  -0.08e-3 28.7    213.2     0.504    0.827      0.00
   2673.1    6.0   46.4    189.0 0.139     142.3 5.12    12.00     0.120    1.365 
0.2L    :  21.27
    276.1    6.5   45.9    9.114  19.8  -0.03e-3 28.9    160.7     0.414    0.620      0.00
   4743.6    6.2   42.8    189.0 0.121     126.3 4.93    24.00     0.120    1.260 
0.3L    :  31.90
    215.8    6.5   47.5    9.114  19.8   0.53e-3 30.8    128.6     0.346    0.413      0.00
   6157.9    6.2   44.4    189.0 0.090      91.5 3.44    24.00     0.120    1.105 
0.4L    :  42.53
    157.0    6.5   49.2    9.114   0.0   0.90e-3 32.2     95.5     0.261    0.413      0.00
   6903.2    6.2   46.0    189.0 0.069      79.0 2.86    24.00     0.120    1.320 
0.5L    :  53.17
     99.5    6.5   49.2    9.114   0.0   0.78e-3 31.7     27.2     0.120    0.413      0.00
   7006.0    6.2   46.0    189.0 0.043      83.4 3.02    24.00     0.120    2.144 
0.6L    :  63.80
    157.0    6.5   49.2    9.114   0.0   0.90e-3 32.2     95.5     0.261    0.413      0.00
   6903.2    6.2   46.0    189.0 0.069      79.0 2.86    24.00     0.120    1.320 
0.7L    :  74.43
    215.8    6.5   47.5    9.114  19.8   0.53e-3 30.8    128.6     0.346    0.413      0.00
   6157.9    6.2   44.4    189.0 0.090      91.5 3.44    24.00     0.120    1.105 
0.8L    :  85.06
    276.1    6.5   45.9    9.114  19.8  -0.03e-3 28.9    160.7     0.414    0.620      0.00
   4743.6    6.2   42.8    189.0 0.121     126.3 4.93    24.00     0.120    1.260 
0.9L    :  95.70
    337.7    6.5   49.4    7.107  19.8  -0.08e-3 28.7    213.2     0.504    0.827      0.00
   2673.1    6.0   46.4    189.0 0.139     142.3 5.12    12.00     0.120    1.365 
Critical: 101.74
    374.7    6.5   49.4    5.356  19.8  -0.08e-3 28.7    252.8     0.589    1.760      0.00
   1105.9    4.6   47.1    189.0 0.152     143.7 5.10    12.00     0.120    1.610 
Transfer: 103.33
    384.6    6.5   49.4    4.887  19.8  -0.05e-3 28.8    266.3     0.620    1.760      0.00
    689.7    4.2   47.3    189.0 0.156     141.2 4.99    12.00     0.120    1.575 
Bearing : 105.67
    398.9    6.5   49.4    1.083   4.4   6.00e-3 50.0    413.3     2.015    4.693      0.00
      0.0    1.0   48.9     41.9 0.162      25.6 0.87    12.00     0.120    1.534 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1786.53
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    3.57
 
 
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
    398.9      9.06     49.37    0.95       48.89    24.00      0.300      2.272      0.133      0.000*
Transfer:      2.33
    384.6      9.04     49.37    4.18       47.28    24.00      0.300      2.263      0.128      1.760 
Critical:      3.92
    374.8      8.84     49.37    4.57       47.08    24.00      0.300      2.198      0.089      1.760 
0.1L    :      9.97
    337.7      8.09     49.37    6.00       46.37    24.00      0.300      1.948      0.000      0.827 
0.2L    :     20.60
    276.1      7.17     45.92    6.23       42.80    24.00      0.300      1.639      0.000      0.620 
0.3L    :     31.23
    215.8      5.40     47.54    6.24       44.42    24.00      0.300      1.050      0.000      0.413 
0.4L    :     41.87
    157.0      3.79     49.15    6.25       46.03    24.00      0.300      0.513      0.000      0.413 
0.5L    :     52.50
     99.5      2.40     49.15    6.25       46.03    24.00      0.300      0.051      0.000      0.413 
0.6L    :     63.13
    157.0      3.79     49.15    6.25       46.03    24.00      0.300      0.513      0.000      0.413 
0.7L    :     73.77
    215.8      5.40     47.54    6.24       44.42    24.00      0.300      1.050      0.000      0.413 
0.8L    :     84.40
    276.1      7.17     45.92    6.23       42.80    24.00      0.300      1.639      0.000      0.620 
0.9L    :     95.03
    337.7      8.09     49.37    6.00       46.37    24.00      0.300      1.948      0.000      0.827 
Critical:    101.08
    374.8      8.84     49.37    4.57       47.08    24.00      0.300      2.198      0.089      1.760 
Transfer:    102.67
    384.6      9.04     49.37    4.18       47.28    24.00      0.300      2.263      0.128      1.760 
Bearing :    105.00
    398.9      9.06     49.37    0.95       48.89    24.00      0.300      2.272      0.133      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.97 ft
Prestress      :       1.856  1.80      3.340  2.20      4.082
Self Wt.       :      -0.673  1.85     -1.244  2.40     -1.614
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          :       1.183            2.096            2.468
 
At 0.2 x L = 20.60 ft
Prestress      :       3.333  1.80      5.999  2.20      7.332
Self Wt.       :      -1.262  1.85     -2.334  2.40     -3.028
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          :       2.071            3.665            4.304
 
At 0.3 x L = 31.23 ft
Prestress      :       4.392  1.80      7.905  2.20      9.662
Self Wt.       :      -1.711  1.85     -3.166  2.40     -4.107
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          :       2.680            4.739            5.555
 
At 0.4 x L = 41.87 ft
Prestress      :       5.001  1.80      9.001  2.20     11.002
Self Wt.       :      -1.984  1.85     -3.670  2.40     -4.761
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          :       3.017            5.332            6.241
 
At 0.5 x L = 52.50 ft
Prestress      :       5.231  1.80      9.415  2.20     11.507
Self Wt.       :      -2.083  1.85     -3.854  2.40     -4.999
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          :       3.148            5.562            6.508
 
At 0.6 x L = 63.13 ft
Prestress      :       5.001  1.80      9.001  2.20     11.002
Self Wt.       :      -1.984  1.85     -3.670  2.40     -4.761
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          :       3.017            5.332            6.241
 
At 0.7 x L = 73.77 ft
Prestress      :       4.392  1.80      7.905  2.20      9.662
Self Wt.       :      -1.711  1.85     -3.166  2.40     -4.107
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          :       2.680            4.739            5.555
 
At 0.8 x L = 84.40 ft
Prestress      :       3.333  1.80      5.999  2.20      7.332
Self Wt.       :      -1.262  1.85     -2.334  2.40     -3.028
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          :       2.071            3.665            4.304
 
At 0.9 x L = 95.03 ft
Prestress      :       1.856  1.80      3.340  2.20      4.082
Self Wt.       :      -0.673  1.85     -1.244  2.40     -1.614
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          :       1.183            2.096            2.468
 

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
   678.3    43.1  6.037  261.4    4.9   4.18   5397.6  0.028T 1.00       -       -     -     -  
H/2     :   2.22
   645.2    43.1  5.804  261.7    4.7   4.02   5202.5  0.029T 1.00       -       -     -     -  
0.1L    :   9.97
  2673.1    44.3  8.779  258.0    7.1   6.00   7793.6  0.019T 1.00       -       -     -     -  
0.2L    :  20.60
  4884.5    45.9  9.114  257.9    7.3   6.23   8385.0  0.018T 1.00    502.9   502.9   16.67    -  
0.3L    :  31.23
  6435.1    47.5  9.114  258.3    7.3   6.24   8714.5  0.018T 1.00    258.6   258.6   33.70    -  
0.4L    :  41.87
  7363.1    49.2  9.114  258.7    7.3   6.25   9044.2  0.018T 1.00    130.9   130.9   69.11    -  
0.5L    :  52.50
  7646.7    49.2  9.114  258.7    7.3   6.25   9044.2  0.018T 1.00     77.0    77.0  117.53    -  
0.6L    :  63.13
  7363.1    49.2  9.114  258.7    7.3   6.25   9044.2  0.018T 1.00    130.9   130.9   69.11    -  
0.7L    :  73.77
  6435.1    47.5  9.114  258.3    7.3   6.24   8714.5  0.018T 1.00    258.6   258.6   33.70    -  
0.8L    :  84.40
  4884.5    45.9  9.114  257.9    7.3   6.23   8385.0  0.018T 1.00    502.9   502.9   16.67    -  
0.9L    :  95.03
  2673.1    44.3  8.779  258.0    7.1   6.00   7793.6  0.019T 1.00       -       -     -     -  
H/2     : 102.78
   645.2    43.1  5.804  261.7    4.7   4.02   5202.5  0.029T 1.00       -       -     -     -  
Transfer: 102.67
   678.3    43.1  6.037  261.4    4.9   4.18   5397.6  0.028T 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 1-21; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.089
        M   2.00 Fb     0.138
 
  2   2 E  42.00 Ft     0.429
        M   8.00 Fb     0.073
 
  3   2 E  40.00 Ft     0.747
        M   6.00 Fb     0.026
 
  4   2 E  38.00 Ft     1.041
        M   4.00 Fb    -0.003
 
  5   2 E  36.00 Ft     1.312
        M   2.00 Fb    -0.012
 
  6   2 E   6.00 Ft     1.265
        M   6.00 Fb     0.236
 
  7   2 E   6.00 Ft     1.218
        M   6.00 Fb     0.485
 
  8   2 E   6.00 Ft     1.171
        M   6.00 Fb     0.734
 
  9   2 E   6.00 Ft     1.124
        M   6.00 Fb     0.982
 
 10   2 E   6.00 Ft     1.077
        M   6.00 Fb     1.231
 
 11   2 E   4.00 Ft     1.007
        M   4.00 Fb     1.498
 
 12   2 E   4.00 Ft     0.937
        M   4.00 Fb     1.765
 
 13   2 E   4.00 Ft     0.867
        M   4.00 Fb     2.033
 
 14   2 E   4.00 Ft     0.797
        M   4.00 Fb     2.300
 
 15   2 E   4.00 Ft     0.726
        M   4.00 Fb     2.567
 
 16   2 E   4.00 Ft     0.656
        M   4.00 Fb     2.835
 
 17   2 E   2.00 Ft     0.563
        M   2.00 Fb     3.121
 
 18   2 E   2.00 Ft     0.470
        M   2.00 Fb     3.407
 
 19   2 E   2.00 Ft     0.377
        M   2.00 Fb     3.693
 
 20   2 E   2.00 Ft     0.284
        M   2.00 Fb     3.979
 
 21   2 E   2.00 Ft     0.191
        M   2.00 Fb     4.265
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 106.33            Release Length, ft: 106.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  42
No. of strands, Draped:   8           No. of strands, Straight:  34
Concrete Strength, f'ci:   7.5  ksi        f'c:   8.5 ksi  f'ct   4.0 ksi
Initial losses:  9.25 %               Final losses: 13.50 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.265     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.190       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)                  9044.17     7646.68     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.228     Midspan
    Pre.Top:   5.100  -0.000     Bearing    3.825   2.915     Midspan
    Pre.Bot:   5.100  -0.000     Bearing    3.825   3.532    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.554  -0.000     Bearing
    Pre.Bot:  -0.554  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.400   1.806     Midspan
    Pre.Bot:                                                             3.400   1.655    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.231  1.80      9.415  2.20     11.507
Self Wt.       :      -2.083  1.85     -3.854  2.40     -4.999
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          :       3.148            5.562            6.508
 
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  105.00
     DC  Line       0.087      0.00       0.087  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.330 ft
Release length = 106.330 ft
Design  length = 105.000 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)  : 0.710   (Calculated)    
Live Moment (1  lane  loaded)  : 0.488   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.187   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.950   (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           1375.9 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           463007 in4#
Ht. of c.g.           =        20.74 in             34.94 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 = 0.7798

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     9.97    20.60    31.23    41.87    52.50
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    700.7    732.2    730.6    732.2    732.2    732.2    732.2    732.2
  Yb      ,  in    20.61    20.15    20.18    20.09    20.00    19.91    19.82    19.82
  MI(Ixx) , in4   179903   183277   183105   184270   185826   187582   189538   189538
Composite: (At Final, using Ec =  5471.1 ksi )
  Area    , in2   1384.4   1414.2   1412.7   1414.2   1414.2   1414.2   1414.2   1414.2
  Yb      ,  in    34.79    34.26    34.29    34.23    34.19    34.14    34.10    34.10
  MI(Ixx) , in4   468067   486004   485104   488208   491446   494880   498509   498509

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           =       8.50 ksi           4.00 ksi
  Elasticity         =    5471.07 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.10 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.83 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           =       3.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.55 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  42 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 42.53 ft from member end )
END PATTERN (Ycg = 10.57 in):
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in     2 @ 36.000 in
     2 @ 38.000 in     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.10 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    10 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    9.11 in2      Initial Pull          =     1786.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.565 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.456 ft
Holddown Force        =  22.619 kips     Beam Shrtng (PL/AE)   =      0.594 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)       
--------------------------------------------------------------------------------------
      4467.369         740 3305.853     18.920 76624.219  1096.452     673.062        
 
 
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     14.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     21.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      21.6670     29.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      29.1667     77.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      77.1634     84.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      84.6631     91.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00      91.6631    101.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00     101.4134    103.4134    Yes
      2      US#6[M19]       60.00        0.88       5.00     103.4134    103.8301    Yes
      2      US#6[M19]       60.00        0.88       3.00     103.8301    105.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     105.0801    106.2051     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 106.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.1140 in2       Ycg =  4.10 in
         P_init    =     1786.5 kips  Ecc = 16.64 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.13 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.340 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.47 ksi    0.00 ksi
    due to Composite Loads                                 -2.38 ksi    0.00 ksi
    due to Live Loads                                      -6.46 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                        15.19 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.13 ksi  ( 9.25 %)             8.33 ksi ( 4.25 %)
Total Prestress Losses                                    26.47 ksi (13.50 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    86.4    82.2   341.3   626.5   830.2   952.4   993.1
(Max)       V      37.8    36.2    36.2    30.6    23.0    15.3     7.7     0.0
DL-Prec.  : M       0.0    14.6    13.9    57.7   105.8   140.2   160.9   167.7
DC(Max)     V       6.4     6.1     6.1     5.2     3.9     2.6     1.3     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   109.5   104.2   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.9    38.9    29.1    19.4     9.7     0.0
Diaphragm : M       0.0     0.6     0.6     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.5    33.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.9    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    18.6    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   194.7   185.2   765.1  1391.4  1821.7  2077.7  2147.1
            V     143.4   139.0   139.2   124.5   105.1    85.6    58.6    39.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   143.4   139.0   139.2   124.5   106.4    89.0    72.5    56.7
            M      -0.0   201.2   191.5   765.1  1310.9  1663.3  1814.9  1781.0
Total     : M+      0.0   460.8   438.4  1817.0  3322.6  4381.8  5016.2  5213.5
            V     260.0   250.4   250.9   219.0   176.0   133.0    82.4    39.4
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   260.0   250.4   250.9   219.0   177.3   136.4    96.3    57.0
            M      -0.0   467.4   444.7  1817.0  3242.1  4223.4  4753.4  4847.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.78  102.67  105.00
Self wt.  : M     952.4   830.2   626.5   341.3    82.2    86.4     0.0
(Max)       V       7.7    15.3    23.0    30.6    36.2    36.2    37.8
DL-Prec.  : M     160.9   140.2   105.8    57.7    13.9    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
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    1207.7  1052.7   794.4   432.8   104.2   109.5     0.0
Haunch (Max)V       9.7    19.4    29.1    38.9    45.9    45.8    48.0
Diaphragm : M      10.5     7.8     5.2     2.5     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     391.2   341.0   257.3   140.2    33.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.9    14.8    15.5
DL-Comp   : M     215.9   188.2   142.0    77.4    18.6    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
LL + I    : M+   2077.7  1821.7  1391.4   765.1   185.2   194.7     0.0
            V      58.6    85.6   105.1   124.5   139.2   139.0   143.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    72.5    89.0   106.4   124.5   139.2   139.0   143.4
            M    1814.9  1663.3  1310.9   765.1   191.5   201.2     0.0
Total     : M+   5016.2  4381.8  3322.6  1817.0   438.4   460.8     0.0
            V      82.4   133.0   176.0   219.0   250.9   250.4   260.0
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    96.3   136.4   177.3   219.0   250.9   250.4   260.0
            M    4753.4  4223.4  3242.1  1817.0   444.7   467.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.8             37.8
Deck+Haunch            48.0             48.0
Diaphragm               0.2              0.3
DL-Prec.(DC)            6.4              6.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.7             77.7
DL-Comp.(DW)           42.9             42.9
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    86.4    82.2   341.3   626.5   830.2   952.4   993.1
(Max)       V      37.8    36.2    36.2    30.6    23.0    15.3     7.7     0.0
DL-Prec.  : M       0.0    14.6    13.9    57.7   105.8   140.2   160.9   167.7
DC(Max)     V       6.4     6.1     6.1     5.2     3.9     2.6     1.3     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   109.5   104.2   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.9    38.9    29.1    19.4     9.7     0.0
Diaphragm : M       0.0     0.6     0.6     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.5    33.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.9    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    18.6    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   155.7   148.2   612.1  1113.2  1457.4  1662.2  1717.7
            V     114.8   111.2   111.4    99.6    84.1    68.5    46.9    31.3
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   114.8   111.2   111.4    99.6    85.1    71.2    58.0    45.4
            M      -0.0   161.0   153.2   612.1  1048.7  1330.7  1452.0  1424.8
Total     : M+      0.0   421.9   401.3  1663.9  3044.3  4017.4  4600.6  4784.0
            V     231.3   222.6   223.0   194.1   155.0   115.9    70.7    31.6
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   231.3   222.6   223.0   194.1   156.0   118.6    81.8    45.6
            M      -0.0   427.1   406.4  1663.9  2979.9  3890.7  4390.4  4491.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.78  102.67  105.00
Self wt.  : M     952.4   830.2   626.5   341.3    82.2    86.4     0.0
(Max)       V       7.7    15.3    23.0    30.6    36.2    36.2    37.8
DL-Prec.  : M     160.9   140.2   105.8    57.7    13.9    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
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    1207.7  1052.7   794.4   432.8   104.2   109.5     0.0
Haunch (Max)V       9.7    19.4    29.1    38.9    45.9    45.8    48.0
Diaphragm : M      10.5     7.8     5.2     2.5     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     391.2   341.0   257.3   140.2    33.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.9    14.8    15.5
DL-Comp   : M     215.9   188.2   142.0    77.4    18.6    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
LL + I    : M+   1662.2  1457.4  1113.2   612.1   148.2   155.7     0.0
            V      46.9    68.5    84.1    99.6   111.4   111.2   114.8
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    58.0    71.2    85.1    99.6   111.4   111.2   114.8
            M    1452.0  1330.7  1048.7   612.1   153.2   161.0     0.0
Total     : M+   4600.6  4017.4  3044.3  1663.9   401.3   421.9     0.0
            V      70.7   115.9   155.0   194.1   223.0   222.6   231.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    81.8   118.6   156.0   194.1   223.0   222.6   231.3
            M    4390.4  3890.7  2979.9  1663.9   406.4   427.1     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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   108.0   102.7   426.6   783.1  1037.7  1190.5  1241.4
(Max)       V      47.3    45.2    45.3    38.3    28.7    19.2     9.6     0.0
Self wt.  : M       0.0    77.7    74.0   307.2   563.8   747.1   857.1   893.8
(Min)       V      34.0    32.5    32.6    27.6    20.7    13.8     6.9     0.0
DL-Prec.  : M       0.0    18.2    17.3    72.1   132.3   175.3   201.1   209.7
DC(Max)     V       8.0     7.6     7.7     6.5     4.9     3.2     1.6     0.0
DL-Prec.  : M       0.0    13.1    12.5    51.9    95.2   126.2   144.8   151.0
DC(Min)     V       5.8     5.5     5.5     4.7     3.5     2.3     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   136.9   130.2   541.0   993.0  1315.9  1509.6  1574.2
Haunch (Max)V      60.0    57.3    57.4    48.6    36.4    24.3    12.1     0.0
Deck +    : M       0.0    98.6    93.8   389.5   715.0   947.4  1086.9  1133.4
Haunch (Min)V      43.2    41.3    41.4    35.0    26.2    17.5     8.7     0.0
Diaphragm : M       0.0     0.7     0.7     3.1     6.4     9.8    13.1    16.4
(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     2.2     4.6     7.0     9.4    11.8
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    44.3    42.2   175.2   321.7   426.2   489.0   509.9
DC(Max)     V      19.4    18.6    18.6    15.7    11.8     7.9     3.9     0.0
DL-Comp   : M       0.0    31.9    30.4   126.2   231.6   306.9   352.1   367.1
DC(Min)     V      14.0    13.4    13.4    11.3     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    29.4    27.9   116.0   213.0   282.2   323.8   337.6
DW(Max)     V      12.9    12.3    12.3    10.4     7.8     5.2     2.6     0.0
DL-Comp   : M       0.0    12.7    12.1    50.3    92.3   122.3   140.3   146.3
DW(Min)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   340.7   324.1  1339.0  2435.0  3188.0  3636.1  3757.5
            V     251.0   243.3   243.7   217.9   183.9   149.8   102.5    68.5
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   251.0   243.3   243.7   217.9   186.1   155.8   126.8    99.2
            M      -0.0   352.2   335.2  1339.0  2294.1  2910.8  3176.2  3116.8
Total     : M+      0.0   678.3   645.2  2673.1  4884.5  6435.1  7363.1  7646.7
            V     398.9   384.6   385.3   337.7   273.8   209.9   132.7    68.8
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   398.9   384.6   385.3   337.7   276.1   215.8   157.0    99.5
            M      -0.0   689.7   656.3  2673.1  4743.6  6157.9  6903.2  7006.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.78  102.67  105.00
Self wt.  : M    1190.5  1037.7   783.1   426.6   102.7   108.0     0.0
(Max)       V       9.6    19.2    28.7    38.3    45.3    45.2    47.3
Self wt.  : M     857.1   747.1   563.8   307.2    74.0    77.7     0.0
(Min)       V       6.9    13.8    20.7    27.6    32.6    32.5    34.0
DL-Prec.  : M     201.1   175.3   132.3    72.1    17.3    18.2     0.0
DC(Max)     V       1.6     3.2     4.9     6.5     7.7     7.6     8.0
DL-Prec.  : M     144.8   126.2    95.2    51.9    12.5    13.1     0.0
DC(Min)     V       1.2     2.3     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1509.6  1315.9   993.0   541.0   130.2   136.9     0.0
Haunch (Max)V      12.1    24.3    36.4    48.6    57.4    57.3    60.0
Deck +    : M    1086.9   947.4   715.0   389.5    93.8    98.6     0.0
Haunch (Min)V       8.7    17.5    26.2    35.0    41.4    41.3    43.2
Diaphragm : M      13.1     9.8     6.4     3.1     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.4     7.0     4.6     2.2     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     489.0   426.2   321.7   175.2    42.2    44.3     0.0
DC(Max)     V       3.9     7.9    11.8    15.7    18.6    18.6    19.4
DL-Comp   : M     352.1   306.9   231.6   126.2    30.4    31.9     0.0
DC(Min)     V       2.8     5.7     8.5    11.3    13.4    13.4    14.0
DL-Comp   : M     323.8   282.2   213.0   116.0    27.9    29.4     0.0
DW(Max)     V       2.6     5.2     7.8    10.4    12.3    12.3    12.9
DL-Comp   : M     140.3   122.3    92.3    50.3    12.1    12.7     0.0
DW(Min)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   3636.1  3188.0  2435.0  1339.0   324.1   340.7     0.0
            V     102.5   149.8   183.9   217.9   243.7   243.3   251.0
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   126.8   155.8   186.1   217.9   243.7   243.3   251.0
            M    3176.2  2910.8  2294.1  1339.0   335.2   352.2     0.0
Total     : M+   7363.1  6435.1  4884.5  2673.1   645.2   678.3     0.0
            V     132.7   209.9   273.8   337.7   385.3   384.6   398.9
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   157.0   215.8   276.1   337.7   385.3   384.6   398.9
            M    6903.2  6157.9  4743.6  2673.1   656.3   689.7     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               47.3             47.3
Deck+Haunch            60.0             60.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.0              8.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           97.1             97.1
DL-Comp.(DW)           64.3             64.3
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    86.4    82.2   341.3   626.5   830.2   952.4   993.1
(Max)       V      37.8    36.2    36.2    30.6    23.0    15.3     7.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    14.6    13.9    57.7   105.8   140.2   160.9   167.7
DC(Max)     V       6.4     6.1     6.1     5.2     3.9     2.6     1.3     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   109.5   104.2   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.9    38.9    29.1    19.4     9.7     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.5     5.2     7.8    10.5    13.1
(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    35.5    33.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.9    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    19.6    18.6    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     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   131.8   125.4   512.0   912.5  1190.3  1335.2  1329.7
            V     113.7   110.5   110.7   100.0    86.2    65.6    51.8    38.1
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   113.7   110.5   110.7   100.0    86.2    72.4    58.7    44.9
            M       0.0   131.8   125.4   512.0   912.5  1162.7  1262.5  1211.9
Total     : M+      0.0   397.9   378.6  1563.9  2843.7  3750.4  4273.6  4396.0
            V     230.3   221.9   222.3   194.4   157.1   113.0    75.6    38.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   230.3   221.9   222.3   194.4   157.1   119.8    82.5    45.2
            M       0.0   397.9   378.6  1563.9  2843.7  3722.7  4200.9  4278.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.78  102.67  105.00
Self wt.  : M     952.4   830.2   626.5   341.3    82.2    86.4     0.0
(Max)       V       7.7    15.3    23.0    30.6    36.2    36.2    37.8
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     160.9   140.2   105.8    57.7    13.9    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
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    1207.7  1052.7   794.4   432.8   104.2   109.5     0.0
Haunch (Max)V       9.7    19.4    29.1    38.9    45.9    45.8    48.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      10.5     7.8     5.2     2.5     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     391.2   341.0   257.3   140.2    33.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.9    14.8    15.5
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     215.9   188.2   142.0    77.4    18.6    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
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+   1335.2  1190.3   912.5   512.0   125.4   131.8     0.0
            V      51.8    65.6    86.2   100.0   110.7   110.5   113.7
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    58.7    72.4    86.2   100.0   110.7   110.5   113.7
            M    1262.5  1162.7   912.5   512.0   125.4   131.8     0.0
Total     : M+   4273.6  3750.4  2843.7  1563.9   378.6   397.9     0.0
            V      75.6   113.0   157.1   194.4   222.3   221.9   230.3
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    82.5   119.8   157.1   194.4   222.3   221.9   230.3
            M    4200.9  3722.7  2843.7  1563.9   378.6   397.9     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   10.63   21.27   31.90   42.53   53.17
 
Beam-Self
Precast-top    0.182   0.595   1.052   1.373   1.558   1.623 
Bottom        -0.147  -0.480  -0.842  -1.090  -1.227  -1.278 
 
Prestress
Precast-top    0.009  -0.250  -0.604  -0.952  -1.292  -1.292 
Bottom         4.412   4.609   4.876   5.132   5.379   5.379 
 
Total
Precast-top    0.190   0.345   0.448   0.421   0.266   0.331 
Bottom         4.265   4.130   4.034   4.043   4.152   4.100 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.58 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.019   0.079   0.145   0.191   0.218   0.228 
Precast-top    0.018   0.365   0.351   1.193   2.050   2.566   2.746   2.915 
Bottom         0.896   3.532   3.407   2.755   1.951   1.462   1.278   1.129 
 

 
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   10.63   21.27   31.90   42.53   53.17
 
Beam-Self
Precast-top    0.182   0.595   1.052   1.373   1.558   1.623 
Bottom        -0.147  -0.480  -0.842  -1.090  -1.227  -1.278 
 
Prestress
Precast-top    0.009  -0.250  -0.604  -0.952  -1.292  -1.292 
Bottom         4.412   4.609   4.876   5.132   5.379   5.379 
 
Total
Precast-top    0.190   0.345   0.448   0.421   0.266   0.331 
Bottom         4.265   4.130   4.034   4.043   4.152   4.100 
 
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 = 12.58 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    9.97   20.60   31.23   41.87   52.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.058   0.055   0.226   0.404   0.526   0.589   0.592 
Precast-top    0.009   0.218   0.209   0.732   1.266   1.596   1.723   1.806 
Bottom         0.448   1.655   1.597   0.947   0.214  -0.255  -0.457  -0.527 
 

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
    398.9    6.5   49.4    1.083   4.4   6.00e-3 50.0    413.3     2.015    4.693      0.00
      0.0    1.0   48.9     41.9 0.162      25.6 0.87    12.00     0.120    1.534 
Transfer:   3.00
    384.6    6.5   49.4    4.887  19.8  -0.05e-3 28.8    266.3     0.620    1.760      0.00
    689.7    4.2   47.3    189.0 0.156     141.2 4.99    12.00     0.120    1.575 
Critical:   4.59
    374.7    6.5   49.4    5.356  19.8  -0.08e-3 28.7    252.8     0.589    1.760      0.00
   1105.9    4.6   47.1    189.0 0.152     143.7 5.10    12.00     0.120    1.610 
0.1L    :  10.63
    337.7    6.5   49.4    7.107  19.8  -0.08e-3 28.7    213.2     0.504    0.827      0.00
   2673.1    6.0   46.4    189.0 0.139     142.3 5.12    12.00     0.120    1.365 
0.2L    :  21.27
    276.1    6.5   45.9    9.114  19.8  -0.03e-3 28.9    160.7     0.414    0.620      0.00
   4743.6    6.2   42.8    189.0 0.121     126.3 4.93    24.00     0.120    1.260 
0.3L    :  31.90
    215.8    6.5   47.5    9.114  19.8   0.53e-3 30.8    128.6     0.346    0.413      0.00
   6157.9    6.2   44.4    189.0 0.090      91.5 3.44    24.00     0.120    1.105 
0.4L    :  42.53
    157.0    6.5   49.2    9.114   0.0   0.90e-3 32.2     95.5     0.261    0.413      0.00
   6903.2    6.2   46.0    189.0 0.069      79.0 2.86    24.00     0.120    1.320 
0.5L    :  53.17
     99.5    6.5   49.2    9.114   0.0   0.78e-3 31.7     27.2     0.120    0.413      0.00
   7006.0    6.2   46.0    189.0 0.043      83.4 3.02    24.00     0.120    2.144 
0.6L    :  63.80
    157.0    6.5   49.2    9.114   0.0   0.90e-3 32.2     95.5     0.261    0.413      0.00
   6903.2    6.2   46.0    189.0 0.069      79.0 2.86    24.00     0.120    1.320 
0.7L    :  74.43
    215.8    6.5   47.5    9.114  19.8   0.53e-3 30.8    128.6     0.346    0.413      0.00
   6157.9    6.2   44.4    189.0 0.090      91.5 3.44    24.00     0.120    1.105 
0.8L    :  85.06
    276.1    6.5   45.9    9.114  19.8  -0.03e-3 28.9    160.7     0.414    0.620      0.00
   4743.6    6.2   42.8    189.0 0.121     126.3 4.93    24.00     0.120    1.260 
0.9L    :  95.70
    337.7    6.5   49.4    7.107  19.8  -0.08e-3 28.7    213.2     0.504    0.827      0.00
   2673.1    6.0   46.4    189.0 0.139     142.3 5.12    12.00     0.120    1.365 
Critical: 101.74
    374.7    6.5   49.4    5.356  19.8  -0.08e-3 28.7    252.8     0.589    1.760      0.00
   1105.9    4.6   47.1    189.0 0.152     143.7 5.10    12.00     0.120    1.610 
Transfer: 103.33
    384.6    6.5   49.4    4.887  19.8  -0.05e-3 28.8    266.3     0.620    1.760      0.00
    689.7    4.2   47.3    189.0 0.156     141.2 4.99    12.00     0.120    1.575 
Bearing : 105.67
    398.9    6.5   49.4    1.083   4.4   6.00e-3 50.0    413.3     2.015    4.693      0.00
      0.0    1.0   48.9     41.9 0.162      25.6 0.87    12.00     0.120    1.534 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1786.53
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    3.57
 
 
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
    398.9      9.06     49.37    0.95       48.89    24.00      0.300      2.272      0.133      0.000*
Transfer:      2.33
    384.6      9.04     49.37    4.18       47.28    24.00      0.300      2.263      0.128      1.760 
Critical:      3.92
    374.8      8.84     49.37    4.57       47.08    24.00      0.300      2.198      0.089      1.760 
0.1L    :      9.97
    337.7      8.09     49.37    6.00       46.37    24.00      0.300      1.948      0.000      0.827 
0.2L    :     20.60
    276.1      7.17     45.92    6.23       42.80    24.00      0.300      1.639      0.000      0.620 
0.3L    :     31.23
    215.8      5.40     47.54    6.24       44.42    24.00      0.300      1.050      0.000      0.413 
0.4L    :     41.87
    157.0      3.79     49.15    6.25       46.03    24.00      0.300      0.513      0.000      0.413 
0.5L    :     52.50
     99.5      2.40     49.15    6.25       46.03    24.00      0.300      0.051      0.000      0.413 
0.6L    :     63.13
    157.0      3.79     49.15    6.25       46.03    24.00      0.300      0.513      0.000      0.413 
0.7L    :     73.77
    215.8      5.40     47.54    6.24       44.42    24.00      0.300      1.050      0.000      0.413 
0.8L    :     84.40
    276.1      7.17     45.92    6.23       42.80    24.00      0.300      1.639      0.000      0.620 
0.9L    :     95.03
    337.7      8.09     49.37    6.00       46.37    24.00      0.300      1.948      0.000      0.827 
Critical:    101.08
    374.8      8.84     49.37    4.57       47.08    24.00      0.300      2.198      0.089      1.760 
Transfer:    102.67
    384.6      9.04     49.37    4.18       47.28    24.00      0.300      2.263      0.128      1.760 
Bearing :    105.00
    398.9      9.06     49.37    0.95       48.89    24.00      0.300      2.272      0.133      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.97 ft
Prestress      :       1.856  1.80      3.340  2.20      4.082
Self Wt.       :      -0.673  1.85     -1.244  2.40     -1.614
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          :       1.183            2.096            2.468
 
At 0.2 x L = 20.60 ft
Prestress      :       3.333  1.80      5.999  2.20      7.332
Self Wt.       :      -1.262  1.85     -2.334  2.40     -3.028
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          :       2.071            3.665            4.304
 
At 0.3 x L = 31.23 ft
Prestress      :       4.392  1.80      7.905  2.20      9.662
Self Wt.       :      -1.711  1.85     -3.166  2.40     -4.107
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          :       2.680            4.739            5.555
 
At 0.4 x L = 41.87 ft
Prestress      :       5.001  1.80      9.001  2.20     11.002
Self Wt.       :      -1.984  1.85     -3.670  2.40     -4.761
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          :       3.017            5.332            6.241
 
At 0.5 x L = 52.50 ft
Prestress      :       5.231  1.80      9.415  2.20     11.507
Self Wt.       :      -2.083  1.85     -3.854  2.40     -4.999
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          :       3.148            5.562            6.508
 
At 0.6 x L = 63.13 ft
Prestress      :       5.001  1.80      9.001  2.20     11.002
Self Wt.       :      -1.984  1.85     -3.670  2.40     -4.761
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          :       3.017            5.332            6.241
 
At 0.7 x L = 73.77 ft
Prestress      :       4.392  1.80      7.905  2.20      9.662
Self Wt.       :      -1.711  1.85     -3.166  2.40     -4.107
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          :       2.680            4.739            5.555
 
At 0.8 x L = 84.40 ft
Prestress      :       3.333  1.80      5.999  2.20      7.332
Self Wt.       :      -1.262  1.85     -2.334  2.40     -3.028
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          :       2.071            3.665            4.304
 
At 0.9 x L = 95.03 ft
Prestress      :       1.856  1.80      3.340  2.20      4.082
Self Wt.       :      -0.673  1.85     -1.244  2.40     -1.614
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          :       1.183            2.096            2.468
 

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
   678.3    43.1  6.037  261.4    4.9   4.18   5397.6  0.028T 1.00       -       -     -     -  
H/2     :   2.22
   645.2    43.1  5.804  261.7    4.7   4.02   5202.5  0.029T 1.00       -       -     -     -  
0.1L    :   9.97
  2673.1    44.3  8.779  258.0    7.1   6.00   7793.6  0.019T 1.00       -       -     -     -  
0.2L    :  20.60
  4884.5    45.9  9.114  257.9    7.3   6.23   8385.0  0.018T 1.00    502.9   502.9   16.67    -  
0.3L    :  31.23
  6435.1    47.5  9.114  258.3    7.3   6.24   8714.5  0.018T 1.00    258.6   258.6   33.70    -  
0.4L    :  41.87
  7363.1    49.2  9.114  258.7    7.3   6.25   9044.2  0.018T 1.00    130.9   130.9   69.11    -  
0.5L    :  52.50
  7646.7    49.2  9.114  258.7    7.3   6.25   9044.2  0.018T 1.00     77.0    77.0  117.53    -  
0.6L    :  63.13
  7363.1    49.2  9.114  258.7    7.3   6.25   9044.2  0.018T 1.00    130.9   130.9   69.11    -  
0.7L    :  73.77
  6435.1    47.5  9.114  258.3    7.3   6.24   8714.5  0.018T 1.00    258.6   258.6   33.70    -  
0.8L    :  84.40
  4884.5    45.9  9.114  257.9    7.3   6.23   8385.0  0.018T 1.00    502.9   502.9   16.67    -  
0.9L    :  95.03
  2673.1    44.3  8.779  258.0    7.1   6.00   7793.6  0.019T 1.00       -       -     -     -  
H/2     : 102.78
   645.2    43.1  5.804  261.7    4.7   4.02   5202.5  0.029T 1.00       -       -     -     -  
Transfer: 102.67
   678.3    43.1  6.037  261.4    4.9   4.18   5397.6  0.028T 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 1-21; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.089
        M   2.00 Fb     0.138
 
  2   2 E  42.00 Ft     0.429
        M   8.00 Fb     0.073
 
  3   2 E  40.00 Ft     0.747
        M   6.00 Fb     0.026
 
  4   2 E  38.00 Ft     1.041
        M   4.00 Fb    -0.003
 
  5   2 E  36.00 Ft     1.312
        M   2.00 Fb    -0.012
 
  6   2 E   6.00 Ft     1.265
        M   6.00 Fb     0.236
 
  7   2 E   6.00 Ft     1.218
        M   6.00 Fb     0.485
 
  8   2 E   6.00 Ft     1.171
        M   6.00 Fb     0.734
 
  9   2 E   6.00 Ft     1.124
        M   6.00 Fb     0.982
 
 10   2 E   6.00 Ft     1.077
        M   6.00 Fb     1.231
 
 11   2 E   4.00 Ft     1.007
        M   4.00 Fb     1.498
 
 12   2 E   4.00 Ft     0.937
        M   4.00 Fb     1.765
 
 13   2 E   4.00 Ft     0.867
        M   4.00 Fb     2.033
 
 14   2 E   4.00 Ft     0.797
        M   4.00 Fb     2.300
 
 15   2 E   4.00 Ft     0.726
        M   4.00 Fb     2.567
 
 16   2 E   4.00 Ft     0.656
        M   4.00 Fb     2.835
 
 17   2 E   2.00 Ft     0.563
        M   2.00 Fb     3.121
 
 18   2 E   2.00 Ft     0.470
        M   2.00 Fb     3.407
 
 19   2 E   2.00 Ft     0.377
        M   2.00 Fb     3.693
 
 20   2 E   2.00 Ft     0.284
        M   2.00 Fb     3.979
 
 21   2 E   2.00 Ft     0.191
        M   2.00 Fb     4.265
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 106.33            Release Length, ft: 106.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  42
No. of strands, Draped:   8           No. of strands, Straight:  34
Concrete Strength, f'ci:   7.5  ksi        f'c:   8.5 ksi  f'ct   4.0 ksi
Initial losses:  9.25 %               Final losses: 13.50 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.265     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.190       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)                  9044.17     7646.68     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.228     Midspan
    Pre.Top:   5.100  -0.000     Bearing    3.825   2.915     Midspan
    Pre.Bot:   5.100  -0.000     Bearing    3.825   3.532    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.554  -0.000     Bearing
    Pre.Bot:  -0.554  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.400   1.806     Midspan
    Pre.Bot:                                                             3.400   1.655    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.231  1.80      9.415  2.20     11.507
Self Wt.       :      -2.083  1.85     -3.854  2.40     -4.999
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          :       3.148            5.562            6.508
 
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  105.00
     DC  Line       0.087      0.00       0.087  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.330 ft
Release length = 106.330 ft
Design  length = 105.000 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)  : 0.710   (Calculated)    
Live Moment (1  lane  loaded)  : 0.488   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.187   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.950   (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           1375.9 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           463007 in4#
Ht. of c.g.           =        20.74 in             34.94 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 = 0.7798

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     9.97    20.60    31.23    41.87    52.50
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    700.7    732.2    730.6    732.2    732.2    732.2    732.2    732.2
  Yb      ,  in    20.61    20.15    20.18    20.09    20.00    19.91    19.82    19.82
  MI(Ixx) , in4   179903   183277   183105   184270   185826   187582   189538   189538
Composite: (At Final, using Ec =  5471.1 ksi )
  Area    , in2   1384.4   1414.2   1412.7   1414.2   1414.2   1414.2   1414.2   1414.2
  Yb      ,  in    34.79    34.26    34.29    34.23    34.19    34.14    34.10    34.10
  MI(Ixx) , in4   468067   486004   485104   488208   491446   494880   498509   498509

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           =       8.50 ksi           4.00 ksi
  Elasticity         =    5471.07 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.10 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.83 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           =       3.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.55 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  42 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 42.53 ft from member end )
END PATTERN (Ycg = 10.57 in):
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in     2 @ 36.000 in
     2 @ 38.000 in     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.10 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    10 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    9.11 in2      Initial Pull          =     1786.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.565 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.456 ft
Holddown Force        =  22.619 kips     Beam Shrtng (PL/AE)   =      0.594 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)       
--------------------------------------------------------------------------------------
      4467.369         740 3305.853     18.920 76624.219  1096.452     673.062        
 
 
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     14.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     21.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      21.6670     29.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      29.1667     77.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      77.1634     84.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      84.6631     91.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00      91.6631    101.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00     101.4134    103.4134    Yes
      2      US#6[M19]       60.00        0.88       5.00     103.4134    103.8301    Yes
      2      US#6[M19]       60.00        0.88       3.00     103.8301    105.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     105.0801    106.2051     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 106.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.1140 in2       Ycg =  4.10 in
         P_init    =     1786.5 kips  Ecc = 16.64 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.13 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.340 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.47 ksi    0.00 ksi
    due to Composite Loads                                 -2.38 ksi    0.00 ksi
    due to Live Loads                                      -6.46 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                        15.19 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.13 ksi  ( 9.25 %)             8.33 ksi ( 4.25 %)
Total Prestress Losses                                    26.47 ksi (13.50 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    86.4    82.2   341.3   626.5   830.2   952.4   993.1
(Max)       V      37.8    36.2    36.2    30.6    23.0    15.3     7.7     0.0
DL-Prec.  : M       0.0    14.6    13.9    57.7   105.8   140.2   160.9   167.7
DC(Max)     V       6.4     6.1     6.1     5.2     3.9     2.6     1.3     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   109.5   104.2   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.9    38.9    29.1    19.4     9.7     0.0
Diaphragm : M       0.0     0.6     0.6     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.5    33.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.9    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    18.6    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   194.7   185.2   765.1  1391.4  1821.7  2077.7  2147.1
            V     143.4   139.0   139.2   124.5   105.1    85.6    58.6    39.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   143.4   139.0   139.2   124.5   106.4    89.0    72.5    56.7
            M      -0.0   201.2   191.5   765.1  1310.9  1663.3  1814.9  1781.0
Total     : M+      0.0   460.8   438.4  1817.0  3322.6  4381.8  5016.2  5213.5
            V     260.0   250.4   250.9   219.0   176.0   133.0    82.4    39.4
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   260.0   250.4   250.9   219.0   177.3   136.4    96.3    57.0
            M      -0.0   467.4   444.7  1817.0  3242.1  4223.4  4753.4  4847.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.78  102.67  105.00
Self wt.  : M     952.4   830.2   626.5   341.3    82.2    86.4     0.0
(Max)       V       7.7    15.3    23.0    30.6    36.2    36.2    37.8
DL-Prec.  : M     160.9   140.2   105.8    57.7    13.9    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
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    1207.7  1052.7   794.4   432.8   104.2   109.5     0.0
Haunch (Max)V       9.7    19.4    29.1    38.9    45.9    45.8    48.0
Diaphragm : M      10.5     7.8     5.2     2.5     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     391.2   341.0   257.3   140.2    33.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.9    14.8    15.5
DL-Comp   : M     215.9   188.2   142.0    77.4    18.6    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
LL + I    : M+   2077.7  1821.7  1391.4   765.1   185.2   194.7     0.0
            V      58.6    85.6   105.1   124.5   139.2   139.0   143.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    72.5    89.0   106.4   124.5   139.2   139.0   143.4
            M    1814.9  1663.3  1310.9   765.1   191.5   201.2     0.0
Total     : M+   5016.2  4381.8  3322.6  1817.0   438.4   460.8     0.0
            V      82.4   133.0   176.0   219.0   250.9   250.4   260.0
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    96.3   136.4   177.3   219.0   250.9   250.4   260.0
            M    4753.4  4223.4  3242.1  1817.0   444.7   467.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.8             37.8
Deck+Haunch            48.0             48.0
Diaphragm               0.2              0.3
DL-Prec.(DC)            6.4              6.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.7             77.7
DL-Comp.(DW)           42.9             42.9
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    86.4    82.2   341.3   626.5   830.2   952.4   993.1
(Max)       V      37.8    36.2    36.2    30.6    23.0    15.3     7.7     0.0
DL-Prec.  : M       0.0    14.6    13.9    57.7   105.8   140.2   160.9   167.7
DC(Max)     V       6.4     6.1     6.1     5.2     3.9     2.6     1.3     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   109.5   104.2   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.9    38.9    29.1    19.4     9.7     0.0
Diaphragm : M       0.0     0.6     0.6     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.5    33.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.9    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    18.6    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   155.7   148.2   612.1  1113.2  1457.4  1662.2  1717.7
            V     114.8   111.2   111.4    99.6    84.1    68.5    46.9    31.3
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   114.8   111.2   111.4    99.6    85.1    71.2    58.0    45.4
            M      -0.0   161.0   153.2   612.1  1048.7  1330.7  1452.0  1424.8
Total     : M+      0.0   421.9   401.3  1663.9  3044.3  4017.4  4600.6  4784.0
            V     231.3   222.6   223.0   194.1   155.0   115.9    70.7    31.6
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   231.3   222.6   223.0   194.1   156.0   118.6    81.8    45.6
            M      -0.0   427.1   406.4  1663.9  2979.9  3890.7  4390.4  4491.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.78  102.67  105.00
Self wt.  : M     952.4   830.2   626.5   341.3    82.2    86.4     0.0
(Max)       V       7.7    15.3    23.0    30.6    36.2    36.2    37.8
DL-Prec.  : M     160.9   140.2   105.8    57.7    13.9    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
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    1207.7  1052.7   794.4   432.8   104.2   109.5     0.0
Haunch (Max)V       9.7    19.4    29.1    38.9    45.9    45.8    48.0
Diaphragm : M      10.5     7.8     5.2     2.5     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     391.2   341.0   257.3   140.2    33.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.9    14.8    15.5
DL-Comp   : M     215.9   188.2   142.0    77.4    18.6    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
LL + I    : M+   1662.2  1457.4  1113.2   612.1   148.2   155.7     0.0
            V      46.9    68.5    84.1    99.6   111.4   111.2   114.8
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    58.0    71.2    85.1    99.6   111.4   111.2   114.8
            M    1452.0  1330.7  1048.7   612.1   153.2   161.0     0.0
Total     : M+   4600.6  4017.4  3044.3  1663.9   401.3   421.9     0.0
            V      70.7   115.9   155.0   194.1   223.0   222.6   231.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    81.8   118.6   156.0   194.1   223.0   222.6   231.3
            M    4390.4  3890.7  2979.9  1663.9   406.4   427.1     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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   108.0   102.7   426.6   783.1  1037.7  1190.5  1241.4
(Max)       V      47.3    45.2    45.3    38.3    28.7    19.2     9.6     0.0
Self wt.  : M       0.0    77.7    74.0   307.2   563.8   747.1   857.1   893.8
(Min)       V      34.0    32.5    32.6    27.6    20.7    13.8     6.9     0.0
DL-Prec.  : M       0.0    18.2    17.3    72.1   132.3   175.3   201.1   209.7
DC(Max)     V       8.0     7.6     7.7     6.5     4.9     3.2     1.6     0.0
DL-Prec.  : M       0.0    13.1    12.5    51.9    95.2   126.2   144.8   151.0
DC(Min)     V       5.8     5.5     5.5     4.7     3.5     2.3     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   136.9   130.2   541.0   993.0  1315.9  1509.6  1574.2
Haunch (Max)V      60.0    57.3    57.4    48.6    36.4    24.3    12.1     0.0
Deck +    : M       0.0    98.6    93.8   389.5   715.0   947.4  1086.9  1133.4
Haunch (Min)V      43.2    41.3    41.4    35.0    26.2    17.5     8.7     0.0
Diaphragm : M       0.0     0.7     0.7     3.1     6.4     9.8    13.1    16.4
(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     2.2     4.6     7.0     9.4    11.8
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    44.3    42.2   175.2   321.7   426.2   489.0   509.9
DC(Max)     V      19.4    18.6    18.6    15.7    11.8     7.9     3.9     0.0
DL-Comp   : M       0.0    31.9    30.4   126.2   231.6   306.9   352.1   367.1
DC(Min)     V      14.0    13.4    13.4    11.3     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    29.4    27.9   116.0   213.0   282.2   323.8   337.6
DW(Max)     V      12.9    12.3    12.3    10.4     7.8     5.2     2.6     0.0
DL-Comp   : M       0.0    12.7    12.1    50.3    92.3   122.3   140.3   146.3
DW(Min)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   340.7   324.1  1339.0  2435.0  3188.0  3636.1  3757.5
            V     251.0   243.3   243.7   217.9   183.9   149.8   102.5    68.5
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   251.0   243.3   243.7   217.9   186.1   155.8   126.8    99.2
            M      -0.0   352.2   335.2  1339.0  2294.1  2910.8  3176.2  3116.8
Total     : M+      0.0   678.3   645.2  2673.1  4884.5  6435.1  7363.1  7646.7
            V     398.9   384.6   385.3   337.7   273.8   209.9   132.7    68.8
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   398.9   384.6   385.3   337.7   276.1   215.8   157.0    99.5
            M      -0.0   689.7   656.3  2673.1  4743.6  6157.9  6903.2  7006.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.78  102.67  105.00
Self wt.  : M    1190.5  1037.7   783.1   426.6   102.7   108.0     0.0
(Max)       V       9.6    19.2    28.7    38.3    45.3    45.2    47.3
Self wt.  : M     857.1   747.1   563.8   307.2    74.0    77.7     0.0
(Min)       V       6.9    13.8    20.7    27.6    32.6    32.5    34.0
DL-Prec.  : M     201.1   175.3   132.3    72.1    17.3    18.2     0.0
DC(Max)     V       1.6     3.2     4.9     6.5     7.7     7.6     8.0
DL-Prec.  : M     144.8   126.2    95.2    51.9    12.5    13.1     0.0
DC(Min)     V       1.2     2.3     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1509.6  1315.9   993.0   541.0   130.2   136.9     0.0
Haunch (Max)V      12.1    24.3    36.4    48.6    57.4    57.3    60.0
Deck +    : M    1086.9   947.4   715.0   389.5    93.8    98.6     0.0
Haunch (Min)V       8.7    17.5    26.2    35.0    41.4    41.3    43.2
Diaphragm : M      13.1     9.8     6.4     3.1     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.4     7.0     4.6     2.2     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     489.0   426.2   321.7   175.2    42.2    44.3     0.0
DC(Max)     V       3.9     7.9    11.8    15.7    18.6    18.6    19.4
DL-Comp   : M     352.1   306.9   231.6   126.2    30.4    31.9     0.0
DC(Min)     V       2.8     5.7     8.5    11.3    13.4    13.4    14.0
DL-Comp   : M     323.8   282.2   213.0   116.0    27.9    29.4     0.0
DW(Max)     V       2.6     5.2     7.8    10.4    12.3    12.3    12.9
DL-Comp   : M     140.3   122.3    92.3    50.3    12.1    12.7     0.0
DW(Min)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   3636.1  3188.0  2435.0  1339.0   324.1   340.7     0.0
            V     102.5   149.8   183.9   217.9   243.7   243.3   251.0
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   126.8   155.8   186.1   217.9   243.7   243.3   251.0
            M    3176.2  2910.8  2294.1  1339.0   335.2   352.2     0.0
Total     : M+   7363.1  6435.1  4884.5  2673.1   645.2   678.3     0.0
            V     132.7   209.9   273.8   337.7   385.3   384.6   398.9
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   157.0   215.8   276.1   337.7   385.3   384.6   398.9
            M    6903.2  6157.9  4743.6  2673.1   656.3   689.7     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               47.3             47.3
Deck+Haunch            60.0             60.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.0              8.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           97.1             97.1
DL-Comp.(DW)           64.3             64.3
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    86.4    82.2   341.3   626.5   830.2   952.4   993.1
(Max)       V      37.8    36.2    36.2    30.6    23.0    15.3     7.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    14.6    13.9    57.7   105.8   140.2   160.9   167.7
DC(Max)     V       6.4     6.1     6.1     5.2     3.9     2.6     1.3     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   109.5   104.2   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.9    38.9    29.1    19.4     9.7     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.5     5.2     7.8    10.5    13.1
(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    35.5    33.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.9    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    19.6    18.6    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     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   131.8   125.4   512.0   912.5  1190.3  1335.2  1329.7
            V     113.7   110.5   110.7   100.0    86.2    65.6    51.8    38.1
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   113.7   110.5   110.7   100.0    86.2    72.4    58.7    44.9
            M       0.0   131.8   125.4   512.0   912.5  1162.7  1262.5  1211.9
Total     : M+      0.0   397.9   378.6  1563.9  2843.7  3750.4  4273.6  4396.0
            V     230.3   221.9   222.3   194.4   157.1   113.0    75.6    38.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   230.3   221.9   222.3   194.4   157.1   119.8    82.5    45.2
            M       0.0   397.9   378.6  1563.9  2843.7  3722.7  4200.9  4278.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.78  102.67  105.00
Self wt.  : M     952.4   830.2   626.5   341.3    82.2    86.4     0.0
(Max)       V       7.7    15.3    23.0    30.6    36.2    36.2    37.8
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     160.9   140.2   105.8    57.7    13.9    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
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    1207.7  1052.7   794.4   432.8   104.2   109.5     0.0
Haunch (Max)V       9.7    19.4    29.1    38.9    45.9    45.8    48.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      10.5     7.8     5.2     2.5     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     391.2   341.0   257.3   140.2    33.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.9    14.8    15.5
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     215.9   188.2   142.0    77.4    18.6    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
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+   1335.2  1190.3   912.5   512.0   125.4   131.8     0.0
            V      51.8    65.6    86.2   100.0   110.7   110.5   113.7
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    58.7    72.4    86.2   100.0   110.7   110.5   113.7
            M    1262.5  1162.7   912.5   512.0   125.4   131.8     0.0
Total     : M+   4273.6  3750.4  2843.7  1563.9   378.6   397.9     0.0
            V      75.6   113.0   157.1   194.4   222.3   221.9   230.3
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    82.5   119.8   157.1   194.4   222.3   221.9   230.3
            M    4200.9  3722.7  2843.7  1563.9   378.6   397.9     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   10.63   21.27   31.90   42.53   53.17
 
Beam-Self
Precast-top    0.182   0.595   1.052   1.373   1.558   1.623 
Bottom        -0.147  -0.480  -0.842  -1.090  -1.227  -1.278 
 
Prestress
Precast-top    0.009  -0.250  -0.604  -0.952  -1.292  -1.292 
Bottom         4.412   4.609   4.876   5.132   5.379   5.379 
 
Total
Precast-top    0.190   0.345   0.448   0.421   0.266   0.331 
Bottom         4.265   4.130   4.034   4.043   4.152   4.100 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.58 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.019   0.079   0.145   0.191   0.218   0.228 
Precast-top    0.018   0.365   0.351   1.193   2.050   2.566   2.746   2.915 
Bottom         0.896   3.532   3.407   2.755   1.951   1.462   1.278   1.129 
 

 
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   10.63   21.27   31.90   42.53   53.17
 
Beam-Self
Precast-top    0.182   0.595   1.052   1.373   1.558   1.623 
Bottom        -0.147  -0.480  -0.842  -1.090  -1.227  -1.278 
 
Prestress
Precast-top    0.009  -0.250  -0.604  -0.952  -1.292  -1.292 
Bottom         4.412   4.609   4.876   5.132   5.379   5.379 
 
Total
Precast-top    0.190   0.345   0.448   0.421   0.266   0.331 
Bottom         4.265   4.130   4.034   4.043   4.152   4.100 
 
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 = 12.58 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    9.97   20.60   31.23   41.87   52.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.058   0.055   0.226   0.404   0.526   0.589   0.592 
Precast-top    0.009   0.218   0.209   0.732   1.266   1.596   1.723   1.806 
Bottom         0.448   1.655   1.597   0.947   0.214  -0.255  -0.457  -0.527 
 

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
    398.9    6.5   49.4    1.083   4.4   6.00e-3 50.0    413.3     2.015    4.693      0.00
      0.0    1.0   48.9     41.9 0.162      25.6 0.87    12.00     0.120    1.534 
Transfer:   3.00
    384.6    6.5   49.4    4.887  19.8  -0.05e-3 28.8    266.3     0.620    1.760      0.00
    689.7    4.2   47.3    189.0 0.156     141.2 4.99    12.00     0.120    1.575 
Critical:   4.59
    374.7    6.5   49.4    5.356  19.8  -0.08e-3 28.7    252.8     0.589    1.760      0.00
   1105.9    4.6   47.1    189.0 0.152     143.7 5.10    12.00     0.120    1.610 
0.1L    :  10.63
    337.7    6.5   49.4    7.107  19.8  -0.08e-3 28.7    213.2     0.504    0.827      0.00
   2673.1    6.0   46.4    189.0 0.139     142.3 5.12    12.00     0.120    1.365 
0.2L    :  21.27
    276.1    6.5   45.9    9.114  19.8  -0.03e-3 28.9    160.7     0.414    0.620      0.00
   4743.6    6.2   42.8    189.0 0.121     126.3 4.93    24.00     0.120    1.260 
0.3L    :  31.90
    215.8    6.5   47.5    9.114  19.8   0.53e-3 30.8    128.6     0.346    0.413      0.00
   6157.9    6.2   44.4    189.0 0.090      91.5 3.44    24.00     0.120    1.105 
0.4L    :  42.53
    157.0    6.5   49.2    9.114   0.0   0.90e-3 32.2     95.5     0.261    0.413      0.00
   6903.2    6.2   46.0    189.0 0.069      79.0 2.86    24.00     0.120    1.320 
0.5L    :  53.17
     99.5    6.5   49.2    9.114   0.0   0.78e-3 31.7     27.2     0.120    0.413      0.00
   7006.0    6.2   46.0    189.0 0.043      83.4 3.02    24.00     0.120    2.144 
0.6L    :  63.80
    157.0    6.5   49.2    9.114   0.0   0.90e-3 32.2     95.5     0.261    0.413      0.00
   6903.2    6.2   46.0    189.0 0.069      79.0 2.86    24.00     0.120    1.320 
0.7L    :  74.43
    215.8    6.5   47.5    9.114  19.8   0.53e-3 30.8    128.6     0.346    0.413      0.00
   6157.9    6.2   44.4    189.0 0.090      91.5 3.44    24.00     0.120    1.105 
0.8L    :  85.06
    276.1    6.5   45.9    9.114  19.8  -0.03e-3 28.9    160.7     0.414    0.620      0.00
   4743.6    6.2   42.8    189.0 0.121     126.3 4.93    24.00     0.120    1.260 
0.9L    :  95.70
    337.7    6.5   49.4    7.107  19.8  -0.08e-3 28.7    213.2     0.504    0.827      0.00
   2673.1    6.0   46.4    189.0 0.139     142.3 5.12    12.00     0.120    1.365 
Critical: 101.74
    374.7    6.5   49.4    5.356  19.8  -0.08e-3 28.7    252.8     0.589    1.760      0.00
   1105.9    4.6   47.1    189.0 0.152     143.7 5.10    12.00     0.120    1.610 
Transfer: 103.33
    384.6    6.5   49.4    4.887  19.8  -0.05e-3 28.8    266.3     0.620    1.760      0.00
    689.7    4.2   47.3    189.0 0.156     141.2 4.99    12.00     0.120    1.575 
Bearing : 105.67
    398.9    6.5   49.4    1.083   4.4   6.00e-3 50.0    413.3     2.015    4.693      0.00
      0.0    1.0   48.9     41.9 0.162      25.6 0.87    12.00     0.120    1.534 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1786.53
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    3.57
 
 
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
    398.9      9.06     49.37    0.95       48.89    24.00      0.300      2.272      0.133      0.000*
Transfer:      2.33
    384.6      9.04     49.37    4.18       47.28    24.00      0.300      2.263      0.128      1.760 
Critical:      3.92
    374.8      8.84     49.37    4.57       47.08    24.00      0.300      2.198      0.089      1.760 
0.1L    :      9.97
    337.7      8.09     49.37    6.00       46.37    24.00      0.300      1.948      0.000      0.827 
0.2L    :     20.60
    276.1      7.17     45.92    6.23       42.80    24.00      0.300      1.639      0.000      0.620 
0.3L    :     31.23
    215.8      5.40     47.54    6.24       44.42    24.00      0.300      1.050      0.000      0.413 
0.4L    :     41.87
    157.0      3.79     49.15    6.25       46.03    24.00      0.300      0.513      0.000      0.413 
0.5L    :     52.50
     99.5      2.40     49.15    6.25       46.03    24.00      0.300      0.051      0.000      0.413 
0.6L    :     63.13
    157.0      3.79     49.15    6.25       46.03    24.00      0.300      0.513      0.000      0.413 
0.7L    :     73.77
    215.8      5.40     47.54    6.24       44.42    24.00      0.300      1.050      0.000      0.413 
0.8L    :     84.40
    276.1      7.17     45.92    6.23       42.80    24.00      0.300      1.639      0.000      0.620 
0.9L    :     95.03
    337.7      8.09     49.37    6.00       46.37    24.00      0.300      1.948      0.000      0.827 
Critical:    101.08
    374.8      8.84     49.37    4.57       47.08    24.00      0.300      2.198      0.089      1.760 
Transfer:    102.67
    384.6      9.04     49.37    4.18       47.28    24.00      0.300      2.263      0.128      1.760 
Bearing :    105.00
    398.9      9.06     49.37    0.95       48.89    24.00      0.300      2.272      0.133      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.97 ft
Prestress      :       1.856  1.80      3.340  2.20      4.082
Self Wt.       :      -0.673  1.85     -1.244  2.40     -1.614
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          :       1.183            2.096            2.468
 
At 0.2 x L = 20.60 ft
Prestress      :       3.333  1.80      5.999  2.20      7.332
Self Wt.       :      -1.262  1.85     -2.334  2.40     -3.028
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          :       2.071            3.665            4.304
 
At 0.3 x L = 31.23 ft
Prestress      :       4.392  1.80      7.905  2.20      9.662
Self Wt.       :      -1.711  1.85     -3.166  2.40     -4.107
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          :       2.680            4.739            5.555
 
At 0.4 x L = 41.87 ft
Prestress      :       5.001  1.80      9.001  2.20     11.002
Self Wt.       :      -1.984  1.85     -3.670  2.40     -4.761
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          :       3.017            5.332            6.241
 
At 0.5 x L = 52.50 ft
Prestress      :       5.231  1.80      9.415  2.20     11.507
Self Wt.       :      -2.083  1.85     -3.854  2.40     -4.999
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          :       3.148            5.562            6.508
 
At 0.6 x L = 63.13 ft
Prestress      :       5.001  1.80      9.001  2.20     11.002
Self Wt.       :      -1.984  1.85     -3.670  2.40     -4.761
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          :       3.017            5.332            6.241
 
At 0.7 x L = 73.77 ft
Prestress      :       4.392  1.80      7.905  2.20      9.662
Self Wt.       :      -1.711  1.85     -3.166  2.40     -4.107
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          :       2.680            4.739            5.555
 
At 0.8 x L = 84.40 ft
Prestress      :       3.333  1.80      5.999  2.20      7.332
Self Wt.       :      -1.262  1.85     -2.334  2.40     -3.028
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          :       2.071            3.665            4.304
 
At 0.9 x L = 95.03 ft
Prestress      :       1.856  1.80      3.340  2.20      4.082
Self Wt.       :      -0.673  1.85     -1.244  2.40     -1.614
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          :       1.183            2.096            2.468
 

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
   678.3    43.1  6.037  261.4    4.9   4.18   5397.6  0.028T 1.00       -       -     -     -  
H/2     :   2.22
   645.2    43.1  5.804  261.7    4.7   4.02   5202.5  0.029T 1.00       -       -     -     -  
0.1L    :   9.97
  2673.1    44.3  8.779  258.0    7.1   6.00   7793.6  0.019T 1.00       -       -     -     -  
0.2L    :  20.60
  4884.5    45.9  9.114  257.9    7.3   6.23   8385.0  0.018T 1.00    502.9   502.9   16.67    -  
0.3L    :  31.23
  6435.1    47.5  9.114  258.3    7.3   6.24   8714.5  0.018T 1.00    258.6   258.6   33.70    -  
0.4L    :  41.87
  7363.1    49.2  9.114  258.7    7.3   6.25   9044.2  0.018T 1.00    130.9   130.9   69.11    -  
0.5L    :  52.50
  7646.7    49.2  9.114  258.7    7.3   6.25   9044.2  0.018T 1.00     77.0    77.0  117.53    -  
0.6L    :  63.13
  7363.1    49.2  9.114  258.7    7.3   6.25   9044.2  0.018T 1.00    130.9   130.9   69.11    -  
0.7L    :  73.77
  6435.1    47.5  9.114  258.3    7.3   6.24   8714.5  0.018T 1.00    258.6   258.6   33.70    -  
0.8L    :  84.40
  4884.5    45.9  9.114  257.9    7.3   6.23   8385.0  0.018T 1.00    502.9   502.9   16.67    -  
0.9L    :  95.03
  2673.1    44.3  8.779  258.0    7.1   6.00   7793.6  0.019T 1.00       -       -     -     -  
H/2     : 102.78
   645.2    43.1  5.804  261.7    4.7   4.02   5202.5  0.029T 1.00       -       -     -     -  
Transfer: 102.67
   678.3    43.1  6.037  261.4    4.9   4.18   5397.6  0.028T 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 1-21; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.089
        M   2.00 Fb     0.138
 
  2   2 E  42.00 Ft     0.429
        M   8.00 Fb     0.073
 
  3   2 E  40.00 Ft     0.747
        M   6.00 Fb     0.026
 
  4   2 E  38.00 Ft     1.041
        M   4.00 Fb    -0.003
 
  5   2 E  36.00 Ft     1.312
        M   2.00 Fb    -0.012
 
  6   2 E   6.00 Ft     1.265
        M   6.00 Fb     0.236
 
  7   2 E   6.00 Ft     1.218
        M   6.00 Fb     0.485
 
  8   2 E   6.00 Ft     1.171
        M   6.00 Fb     0.734
 
  9   2 E   6.00 Ft     1.124
        M   6.00 Fb     0.982
 
 10   2 E   6.00 Ft     1.077
        M   6.00 Fb     1.231
 
 11   2 E   4.00 Ft     1.007
        M   4.00 Fb     1.498
 
 12   2 E   4.00 Ft     0.937
        M   4.00 Fb     1.765
 
 13   2 E   4.00 Ft     0.867
        M   4.00 Fb     2.033
 
 14   2 E   4.00 Ft     0.797
        M   4.00 Fb     2.300
 
 15   2 E   4.00 Ft     0.726
        M   4.00 Fb     2.567
 
 16   2 E   4.00 Ft     0.656
        M   4.00 Fb     2.835
 
 17   2 E   2.00 Ft     0.563
        M   2.00 Fb     3.121
 
 18   2 E   2.00 Ft     0.470
        M   2.00 Fb     3.407
 
 19   2 E   2.00 Ft     0.377
        M   2.00 Fb     3.693
 
 20   2 E   2.00 Ft     0.284
        M   2.00 Fb     3.979
 
 21   2 E   2.00 Ft     0.191
        M   2.00 Fb     4.265
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 106.33            Release Length, ft: 106.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  42
No. of strands, Draped:   8           No. of strands, Straight:  34
Concrete Strength, f'ci:   7.5  ksi        f'c:   8.5 ksi  f'ct   4.0 ksi
Initial losses:  9.25 %               Final losses: 13.50 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.265     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.190       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)                  9044.17     7646.68     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.228     Midspan
    Pre.Top:   5.100  -0.000     Bearing    3.825   2.915     Midspan
    Pre.Bot:   5.100  -0.000     Bearing    3.825   3.532    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.554  -0.000     Bearing
    Pre.Bot:  -0.554  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.400   1.806     Midspan
    Pre.Bot:                                                             3.400   1.655    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.231  1.80      9.415  2.20     11.507
Self Wt.       :      -2.083  1.85     -3.854  2.40     -4.999
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          :       3.148            5.562            6.508
 
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  105.00
     DC  Line       0.076      0.00       0.076  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.330 ft
Release length = 106.330 ft
Design  length = 105.000 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)  : 0.695   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.943   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.039   (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           1294.3 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           444521 in4#
Ht. of c.g.           =        20.74 in             34.03 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 = 0.7798

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     9.97    20.60    31.23    41.87    52.50
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    700.7    732.2    730.6    732.2    732.2    732.2    732.2    732.2
  Yb      ,  in    20.61    20.15    20.18    20.09    20.00    19.91    19.82    19.82
  MI(Ixx) , in4   179903   183277   183105   184270   185826   187582   189538   189538
Composite: (At Final, using Ec =  5471.1 ksi )
  Area    , in2   1302.8   1332.6   1331.2   1332.6   1332.6   1332.6   1332.6   1332.6
  Yb      ,  in    33.87    33.34    33.37    33.31    33.26    33.21    33.17    33.17
  MI(Ixx) , in4   449209   465825   464992   467947   471070   474388   477901   477901

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           =       8.50 ksi           4.00 ksi
  Elasticity         =    5471.07 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.10 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.83 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           =       3.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.55 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  42 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 42.53 ft from member end )
END PATTERN (Ycg = 10.57 in):
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in     2 @ 36.000 in
     2 @ 38.000 in     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.10 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    10 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    9.11 in2      Initial Pull          =     1786.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.447 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.308 ft
Holddown Force        =  22.619 kips     Beam Shrtng (PL/AE)   =      0.594 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)       
--------------------------------------------------------------------------------------
      4467.369         740 3305.853     18.920 76624.219  1096.452     673.062        
 
 
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     14.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     21.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      21.6670     29.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      29.1667     77.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      77.1634     84.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      84.6631     91.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00      91.6631    101.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00     101.4134    103.4134    Yes
      2      US#6[M19]       60.00        0.88       5.00     103.4134    103.8301    Yes
      2      US#6[M19]       60.00        0.88       3.00     103.8301    105.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     105.0801    106.2051     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 106.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.1140 in2       Ycg =  4.10 in
         P_init    =     1786.5 kips  Ecc = 16.64 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.13 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.340 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.58 ksi    0.00 ksi
    due to Composite Loads                                 -2.41 ksi    0.00 ksi
    due to Live Loads                                      -7.36 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                        15.19 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.13 ksi  ( 9.25 %)             8.30 ksi ( 4.24 %)
Total Prestress Losses                                    26.44 ksi (13.49 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    86.4    82.2   341.3   626.5   830.2   952.4   993.1
(Max)       V      37.8    36.2    36.2    30.6    23.0    15.3     7.7     0.0
DL-Prec.  : M       0.0    13.3    12.7    52.7    96.6   128.1   146.9   153.2
DC(Max)     V       5.8     5.6     5.6     4.7     3.5     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
Deck +    : M       0.0    96.5    91.8   381.2   699.7   927.2  1063.6  1109.1
Haunch (Max)V      42.3    40.4    40.5    34.2    25.7    17.1     8.6     0.0
Diaphragm : M       0.0     0.3     0.3     1.2     2.6     3.9     5.2     6.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    35.5    33.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.9    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    18.6    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   219.3   208.6   861.9  1567.5  2052.2  2340.6  2418.8
            V     125.6   121.7   121.9   109.0    92.0    75.0    51.3    34.3
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   125.6   121.7   121.9   109.0    93.1    77.9    63.4    49.6
            M      -0.0   226.7   215.8   861.9  1476.8  1873.7  2044.6  2006.4
Total     : M+      0.0   470.8   447.9  1855.9  3392.2  4470.6  5115.8  5313.8
            V     235.8   227.0   227.4   198.3   159.0   119.7    73.7    34.4
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   235.8   227.0   227.4   198.3   160.1   122.6    85.9    49.8
            M      -0.0   478.2   455.0  1855.9  3301.5  4292.2  4819.8  4901.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.78  102.67  105.00
Self wt.  : M     952.4   830.2   626.5   341.3    82.2    86.4     0.0
(Max)       V       7.7    15.3    23.0    30.6    36.2    36.2    37.8
DL-Prec.  : M     146.9   128.1    96.6    52.7    12.7    13.3     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.6     5.6     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1063.6   927.2   699.7   381.2    91.8    96.5     0.0
Haunch (Max)V       8.6    17.1    25.7    34.2    40.5    40.4    42.3
Diaphragm : M       5.2     3.9     2.6     1.2     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     391.2   341.0   257.3   140.2    33.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.9    14.8    15.5
DL-Comp   : M     215.9   188.2   142.0    77.4    18.6    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
LL + I    : M+   2340.6  2052.2  1567.5   861.9   208.6   219.3     0.0
            V      51.3    75.0    92.0   109.0   121.9   121.7   125.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.4    77.9    93.1   109.0   121.9   121.7   125.6
            M    2044.6  1873.7  1476.8   861.9   215.8   226.7     0.0
Total     : M+   5115.8  4470.6  3392.2  1855.9   447.9   470.8     0.0
            V      73.7   119.7   159.0   198.3   227.4   227.0   235.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    85.9   122.6   160.1   198.3   227.4   227.0   235.8
            M    4819.8  4292.2  3301.5  1855.9   455.0   478.2     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.8             37.8
Deck+Haunch            42.3             42.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.8              5.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.7             77.7
DL-Comp.(DW)           42.9             42.9
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    86.4    82.2   341.3   626.5   830.2   952.4   993.1
(Max)       V      37.8    36.2    36.2    30.6    23.0    15.3     7.7     0.0
DL-Prec.  : M       0.0    13.3    12.7    52.7    96.6   128.1   146.9   153.2
DC(Max)     V       5.8     5.6     5.6     4.7     3.5     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
Deck +    : M       0.0    96.5    91.8   381.2   699.7   927.2  1063.6  1109.1
Haunch (Max)V      42.3    40.4    40.5    34.2    25.7    17.1     8.6     0.0
Diaphragm : M       0.0     0.3     0.3     1.2     2.6     3.9     5.2     6.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    35.5    33.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.9    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    18.6    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   175.5   166.9   689.6  1254.0  1641.8  1872.5  1935.0
            V     100.5    97.4    97.5    87.2    73.6    60.0    41.0    27.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   100.5    97.4    97.5    87.2    74.5    62.3    50.8    39.7
            M      -0.0   181.4   172.6   689.6  1181.4  1499.0  1635.6  1605.1
Total     : M+      0.0   427.0   406.2  1683.5  3078.7  4060.2  4647.7  4830.1
            V     210.6   202.6   203.0   176.5   140.6   104.7    63.5    27.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   210.6   202.6   203.0   176.5   141.5   107.0    73.2    39.8
            M      -0.0   432.9   411.9  1683.5  3006.1  3917.4  4410.9  4500.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.78  102.67  105.00
Self wt.  : M     952.4   830.2   626.5   341.3    82.2    86.4     0.0
(Max)       V       7.7    15.3    23.0    30.6    36.2    36.2    37.8
DL-Prec.  : M     146.9   128.1    96.6    52.7    12.7    13.3     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.6     5.6     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1063.6   927.2   699.7   381.2    91.8    96.5     0.0
Haunch (Max)V       8.6    17.1    25.7    34.2    40.5    40.4    42.3
Diaphragm : M       5.2     3.9     2.6     1.2     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     391.2   341.0   257.3   140.2    33.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.9    14.8    15.5
DL-Comp   : M     215.9   188.2   142.0    77.4    18.6    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
LL + I    : M+   1872.5  1641.8  1254.0   689.5   166.9   175.5     0.0
            V      41.0    60.0    73.6    87.2    97.5    97.4   100.5
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    50.8    62.3    74.5    87.2    97.5    97.4   100.5
            M    1635.6  1499.0  1181.4   689.5   172.6   181.4     0.0
Total     : M+   4647.7  4060.2  3078.7  1683.5   406.2   427.0     0.0
            V      63.5   104.7   140.6   176.5   203.0   202.6   210.6
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    73.2   107.0   141.5   176.5   203.0   202.6   210.6
            M    4410.9  3917.4  3006.1  1683.5   411.9   432.9     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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   108.0   102.7   426.6   783.1  1037.7  1190.5  1241.4
(Max)       V      47.3    45.2    45.3    38.3    28.7    19.2     9.6     0.0
Self wt.  : M       0.0    77.7    74.0   307.2   563.8   747.1   857.1   893.8
(Min)       V      34.0    32.5    32.6    27.6    20.7    13.8     6.9     0.0
DL-Prec.  : M       0.0    16.7    15.8    65.8   120.8   160.1   183.7   191.5
DC(Max)     V       7.3     7.0     7.0     5.9     4.4     3.0     1.5     0.0
DL-Prec.  : M       0.0    12.0    11.4    47.4    87.0   115.3   132.2   137.9
DC(Min)     V       5.3     5.0     5.0     4.3     3.2     2.1     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   120.6   114.7   476.5   874.6  1158.9  1329.6  1386.4
Haunch (Max)V      52.8    50.5    50.6    42.8    32.1    21.4    10.7     0.0
Deck +    : M       0.0    86.8    82.6   343.1   629.7   834.4   957.3   998.2
Haunch (Min)V      38.0    36.3    36.4    30.8    23.1    15.4     7.7     0.0
Diaphragm : M       0.0     0.4     0.3     1.6     3.2     4.9     6.5     8.2
(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     1.1     2.3     3.5     4.7     5.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    44.3    42.2   175.2   321.7   426.2   489.0   509.9
DC(Max)     V      19.4    18.6    18.6    15.7    11.8     7.9     3.9     0.0
DL-Comp   : M       0.0    31.9    30.4   126.2   231.6   306.9   352.1   367.1
DC(Min)     V      14.0    13.4    13.4    11.3     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    29.4    27.9   116.0   213.0   282.2   323.8   337.6
DW(Max)     V      12.9    12.3    12.3    10.4     7.8     5.2     2.6     0.0
DL-Comp   : M       0.0    12.7    12.1    50.3    92.3   122.3   140.3   146.3
DW(Min)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   383.8   365.1  1508.4  2743.1  3591.3  4096.1  4232.8
            V     219.8   213.0   213.3   190.8   161.0   131.2    89.8    60.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   219.8   213.0   213.3   190.8   163.0   136.4   111.0    86.9
            M      -0.0   396.7   377.6  1508.4  2584.3  3279.0  3578.0  3511.1
Total     : M+      0.0   703.1   668.9  2770.2  5059.4  6661.4  7619.1  7907.9
            V     359.6   346.6   347.3   304.1   246.0   187.9   118.2    60.1
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   359.6   346.6   347.3   304.1   248.0   193.1   139.5    87.0
            M      -0.0   716.0   681.3  2770.2  4900.7  6349.1  7101.0  7186.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.78  102.67  105.00
Self wt.  : M    1190.5  1037.7   783.1   426.6   102.7   108.0     0.0
(Max)       V       9.6    19.2    28.7    38.3    45.3    45.2    47.3
Self wt.  : M     857.1   747.1   563.8   307.2    74.0    77.7     0.0
(Min)       V       6.9    13.8    20.7    27.6    32.6    32.5    34.0
DL-Prec.  : M     183.7   160.1   120.8    65.8    15.8    16.7     0.0
DC(Max)     V       1.5     3.0     4.4     5.9     7.0     7.0     7.3
DL-Prec.  : M     132.2   115.3    87.0    47.4    11.4    12.0     0.0
DC(Min)     V       1.1     2.1     3.2     4.3     5.0     5.0     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1329.6  1158.9   874.6   476.5   114.7   120.6     0.0
Haunch (Max)V      10.7    21.4    32.1    42.8    50.6    50.5    52.8
Deck +    : M     957.3   834.4   629.7   343.1    82.6    86.8     0.0
Haunch (Min)V       7.7    15.4    23.1    30.8    36.4    36.3    38.0
Diaphragm : M       6.5     4.9     3.2     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       4.7     3.5     2.3     1.1     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     489.0   426.2   321.7   175.2    42.2    44.3     0.0
DC(Max)     V       3.9     7.9    11.8    15.7    18.6    18.6    19.4
DL-Comp   : M     352.1   306.9   231.6   126.2    30.4    31.9     0.0
DC(Min)     V       2.8     5.7     8.5    11.3    13.4    13.4    14.0
DL-Comp   : M     323.8   282.2   213.0   116.0    27.9    29.4     0.0
DW(Max)     V       2.6     5.2     7.8    10.4    12.3    12.3    12.9
DL-Comp   : M     140.3   122.3    92.3    50.3    12.1    12.7     0.0
DW(Min)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   4096.1  3591.3  2743.1  1508.4   365.1   383.8     0.0
            V      89.8   131.2   161.0   190.8   213.3   213.0   219.8
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   111.0   136.4   163.0   190.8   213.3   213.0   219.8
            M    3578.0  3279.0  2584.3  1508.4   377.6   396.7     0.0
Total     : M+   7619.1  6661.4  5059.4  2770.2   668.9   703.1     0.0
            V     118.2   187.9   246.0   304.1   347.3   346.6   359.6
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   139.5   193.1   248.0   304.1   347.3   346.6   359.6
            M    7101.0  6349.1  4900.7  2770.2   681.3   716.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               47.3             47.3
Deck+Haunch            52.8             52.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            7.3              7.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           97.1             97.1
DL-Comp.(DW)           64.3             64.3
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    86.4    82.2   341.3   626.5   830.2   952.4   993.1
(Max)       V      37.8    36.2    36.2    30.6    23.0    15.3     7.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    13.3    12.7    52.7    96.6   128.1   146.9   153.2
DC(Max)     V       5.8     5.6     5.6     4.7     3.5     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
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    96.5    91.8   381.2   699.7   927.2  1063.6  1109.1
Haunch (Max)V      42.3    40.4    40.5    34.2    25.7    17.1     8.6     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     1.2     2.6     3.9     5.2     6.6
(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    35.5    33.8   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.9    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    19.6    18.6    77.4   142.0   188.2   215.9   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     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   216.1   205.6   839.5  1496.1  1951.5  2189.1  2180.1
            V     124.5   120.9   121.1   109.4    94.3    71.8    56.7    41.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   124.5   120.9   121.1   109.4    94.3    79.3    64.2    49.2
            M       0.0   216.1   205.6   839.5  1496.1  1906.2  2069.8  1986.8
Total     : M+      0.0   467.6   444.9  1833.4  3320.8  4370.0  4964.3  5075.1
            V     234.6   226.2   226.6   198.7   161.3   116.5    79.1    41.8
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   234.6   226.2   226.6   198.7   161.3   124.0    86.6    49.3
            M       0.0   467.6   444.9  1833.4  3320.8  4324.7  4845.0  4881.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.78  102.67  105.00
Self wt.  : M     952.4   830.2   626.5   341.3    82.2    86.4     0.0
(Max)       V       7.7    15.3    23.0    30.6    36.2    36.2    37.8
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     146.9   128.1    96.6    52.7    12.7    13.3     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.6     5.6     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1063.6   927.2   699.7   381.2    91.8    96.5     0.0
Haunch (Max)V       8.6    17.1    25.7    34.2    40.5    40.4    42.3
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       5.2     3.9     2.6     1.2     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     391.2   341.0   257.3   140.2    33.8    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.9    14.8    15.5
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     215.9   188.2   142.0    77.4    18.6    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
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+   2189.1  1951.5  1496.1   839.5   205.6   216.1     0.0
            V      56.7    71.8    94.3   109.4   121.1   120.9   124.5
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    64.2    79.3    94.3   109.4   121.1   120.9   124.5
            M    2069.8  1906.2  1496.1   839.5   205.6   216.1     0.0
Total     : M+   4964.3  4370.0  3320.8  1833.4   444.9   467.6     0.0
            V      79.1   116.5   161.3   198.7   226.6   226.2   234.6
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    86.6   124.0   161.3   198.7   226.6   226.2   234.6
            M    4845.0  4324.7  3320.8  1833.4   444.9   467.6     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   10.63   21.27   31.90   42.53   53.17
 
Beam-Self
Precast-top    0.182   0.595   1.052   1.373   1.558   1.623 
Bottom        -0.147  -0.480  -0.842  -1.090  -1.227  -1.278 
 
Prestress
Precast-top    0.009  -0.250  -0.604  -0.952  -1.292  -1.292 
Bottom         4.412   4.609   4.876   5.132   5.379   5.379 
 
Total
Precast-top    0.190   0.345   0.448   0.421   0.266   0.331 
Bottom         4.265   4.130   4.034   4.043   4.152   4.100 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.58 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.022   0.021   0.087   0.159   0.209   0.239   0.249 
Precast-top    0.018   0.344   0.330   1.106   1.892   2.357   2.507   2.664 
Bottom         0.896   3.551   3.424   2.828   2.083   1.636   1.476   1.336 
 

 
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   10.63   21.27   31.90   42.53   53.17
 
Beam-Self
Precast-top    0.182   0.595   1.052   1.373   1.558   1.623 
Bottom        -0.147  -0.480  -0.842  -1.090  -1.227  -1.278 
 
Prestress
Precast-top    0.009  -0.250  -0.604  -0.952  -1.292  -1.292 
Bottom         4.412   4.609   4.876   5.132   5.379   5.379 
 
Total
Precast-top    0.190   0.345   0.448   0.421   0.266   0.331 
Bottom         4.265   4.130   4.034   4.043   4.152   4.100 
 
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 = 12.58 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    9.97   20.60   31.23   41.87   52.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.097   0.093   0.378   0.673   0.876   0.980   0.982 
Precast-top    0.009   0.237   0.227   0.805   1.393   1.761   1.904   1.980 
Bottom         0.448   1.590   1.535   0.697  -0.226  -0.822  -1.085  -1.147 
 

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
    359.6    6.5   49.4    1.090   4.4   6.00e-3 50.0    369.7     1.805    4.693      0.00
      0.0    1.1   48.8     41.9 0.147      25.5 0.87    12.00     0.120    1.699 
Transfer:   3.00
    346.6    6.5   49.4    4.916  19.8  -0.07e-3 28.7    222.3     0.519    1.760      0.00
    716.0    4.8   47.0    189.0 0.141     143.1 5.09    12.00     0.120    1.736 
Critical:   4.56
    337.8    6.5   49.4    5.379  19.8  -0.10e-3 28.6    209.8     0.490    1.760      0.00
   1140.7    5.2   46.8    189.0 0.138     145.7 5.20    12.00     0.120    1.774 
0.1L    :  10.63
    304.1    6.5   49.4    7.141  19.8  -0.09e-3 28.7    176.3     0.420    0.827      0.00
   2770.2    6.8   46.0    189.0 0.125     141.9 5.15    12.00     0.120    1.506 
0.2L    :  21.27
    248.0    6.5   45.9    9.114  19.8  -0.03e-3 28.9    131.3     0.342    0.620      0.00
   4900.7    7.0   42.4    189.0 0.109     124.5 4.90    24.00     0.120    1.388 
0.3L    :  31.90
    193.1    6.5   47.5    9.114  19.8   0.70e-3 31.5    111.9     0.311    0.413      0.00
   6349.1    7.1   44.0    189.0 0.080      82.9 3.15    24.00     0.120    1.171 
0.4L    :  42.53
    139.5    6.5   49.2    9.114   0.0   1.10e-3 32.8     83.0     0.235    0.413      0.00
   7101.0    7.1   45.6    189.0 0.061      72.0 2.63    24.00     0.120    1.407 
0.5L    :  53.17
     87.0    6.5   49.2    9.114   0.0   0.98e-3 32.4     21.1     0.120    0.413      0.00
   7186.2    7.1   45.6    189.0 0.038      75.6 2.77    24.00     0.120    2.316 
0.6L    :  63.80
    139.5    6.5   49.2    9.114   0.0   1.10e-3 32.8     83.0     0.235    0.413      0.00
   7101.0    7.1   45.6    189.0 0.061      72.0 2.63    24.00     0.120    1.407 
0.7L    :  74.43
    193.1    6.5   47.5    9.114  19.8   0.70e-3 31.5    111.9     0.311    0.413      0.00
   6349.1    7.1   44.0    189.0 0.080      82.9 3.15    24.00     0.120    1.171 
0.8L    :  85.06
    248.0    6.5   45.9    9.114  19.8  -0.03e-3 28.9    131.3     0.342    0.620      0.00
   4900.7    7.0   42.4    189.0 0.109     124.5 4.90    24.00     0.120    1.388 
0.9L    :  95.70
    304.1    6.5   49.4    7.141  19.8  -0.09e-3 28.7    176.3     0.420    0.827      0.00
   2770.2    6.8   46.0    189.0 0.125     141.9 5.15    12.00     0.120    1.506 
Critical: 101.77
    337.8    6.5   49.4    5.379  19.8  -0.10e-3 28.6    209.8     0.490    1.760      0.00
   1140.7    5.2   46.8    189.0 0.138     145.7 5.20    12.00     0.120    1.774 
Transfer: 103.33
    346.6    6.5   49.4    4.916  19.8  -0.07e-3 28.7    222.3     0.519    1.760      0.00
    716.0    4.8   47.0    189.0 0.141     143.1 5.09    12.00     0.120    1.736 
Bearing : 105.67
    359.6    6.5   49.4    1.090   4.4   6.00e-3 50.0    369.7     1.805    4.693      0.00
      0.0    1.1   48.8     41.9 0.147      25.5 0.87    12.00     0.120    1.699 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1786.53
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    3.57
 
 
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
    359.6      8.18     49.37    1.09       48.82    24.00      0.300      1.978      0.000      0.000*
Transfer:      2.33
    346.6      8.20     49.37    4.77       46.98    24.00      0.300      1.983      0.000      1.760 
Critical:      3.90
    337.9      8.03     49.37    5.19       46.77    24.00      0.300      1.926      0.000      1.760 
0.1L    :      9.97
    304.1      7.35     49.37    6.82       45.96    24.00      0.300      1.701      0.000      0.827 
0.2L    :     20.60
    248.0      6.50     45.92    7.05       42.39    24.00      0.300      1.417      0.000      0.620 
0.3L    :     31.23
    193.1      4.88     47.54    7.06       44.01    24.00      0.300      0.875      0.000      0.413 
0.4L    :     41.87
    139.5      3.40     49.15    7.07       45.62    24.00      0.300      0.382      0.000      0.413 
0.5L    :     52.50
     87.0      2.12     49.15    7.07       45.62    24.00      0.300      0.000      0.000      0.413 
0.6L    :     63.13
    139.5      3.40     49.15    7.07       45.62    24.00      0.300      0.382      0.000      0.413 
0.7L    :     73.77
    193.1      4.88     47.54    7.06       44.01    24.00      0.300      0.875      0.000      0.413 
0.8L    :     84.40
    248.0      6.50     45.92    7.05       42.39    24.00      0.300      1.417      0.000      0.620 
0.9L    :     95.03
    304.1      7.35     49.37    6.82       45.96    24.00      0.300      1.701      0.000      0.827 
Critical:    101.10
    337.9      8.03     49.37    5.19       46.77    24.00      0.300      1.926      0.000      1.760 
Transfer:    102.67
    346.6      8.20     49.37    4.77       46.98    24.00      0.300      1.983      0.000      1.760 
Bearing :    105.00
    359.6      8.18     49.37    1.09       48.82    24.00      0.300      1.978      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.97 ft
Prestress      :       1.856  1.80      3.340  2.20      4.082
Self Wt.       :      -0.673  1.85     -1.244  2.40     -1.614
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          :       1.183            2.096            2.468
 
At 0.2 x L = 20.60 ft
Prestress      :       3.333  1.80      5.999  2.20      7.332
Self Wt.       :      -1.262  1.85     -2.334  2.40     -3.028
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          :       2.071            3.665            4.304
 
At 0.3 x L = 31.23 ft
Prestress      :       4.392  1.80      7.905  2.20      9.662
Self Wt.       :      -1.711  1.85     -3.166  2.40     -4.107
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          :       2.680            4.739            5.555
 
At 0.4 x L = 41.87 ft
Prestress      :       5.001  1.80      9.001  2.20     11.002
Self Wt.       :      -1.984  1.85     -3.670  2.40     -4.761
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          :       3.017            5.332            6.241
 
At 0.5 x L = 52.50 ft
Prestress      :       5.231  1.80      9.415  2.20     11.507
Self Wt.       :      -2.083  1.85     -3.854  2.40     -4.999
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          :       3.148            5.562            6.508
 
At 0.6 x L = 63.13 ft
Prestress      :       5.001  1.80      9.001  2.20     11.002
Self Wt.       :      -1.984  1.85     -3.670  2.40     -4.761
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          :       3.017            5.332            6.241
 
At 0.7 x L = 73.77 ft
Prestress      :       4.392  1.80      7.905  2.20      9.662
Self Wt.       :      -1.711  1.85     -3.166  2.40     -4.107
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          :       2.680            4.739            5.555
 
At 0.8 x L = 84.40 ft
Prestress      :       3.333  1.80      5.999  2.20      7.332
Self Wt.       :      -1.262  1.85     -2.334  2.40     -3.028
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          :       2.071            3.665            4.304
 
At 0.9 x L = 95.03 ft
Prestress      :       1.856  1.80      3.340  2.20      4.082
Self Wt.       :      -0.673  1.85     -1.244  2.40     -1.614
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          :       1.183            2.096            2.468
 

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
   703.1    43.1  6.072  260.2    5.6   4.77   5365.4  0.024T 1.00       -       -     -     -  
H/2     :   2.22
   668.9    43.1  5.837  260.5    5.4   4.59   5173.7  0.025T 1.00       -       -     -     -  
0.1L    :   9.97
  2770.2    44.3  8.821  256.3    8.0   6.82   7703.5  0.016T 1.00       -       -     -     -  
0.2L    :  20.60
  5059.4    45.9  9.114  256.3    8.3   7.05   8253.7  0.016T 1.00    573.8   573.8   14.38    -  
0.3L    :  31.23
  6661.4    47.5  9.114  256.8    8.3   7.06   8582.5  0.016T 1.00    357.4   357.4   24.02    -  
0.4L    :  41.87
  7619.1    49.2  9.114  257.2    8.3   7.07   8911.6  0.015T 1.00    245.1   245.1   36.36    -  
0.5L    :  52.50
  7907.9    49.2  9.114  257.2    8.3   7.07   8911.6  0.015T 1.00    197.5   197.5   45.12    -  
0.6L    :  63.13
  7619.1    49.2  9.114  257.2    8.3   7.07   8911.6  0.015T 1.00    245.1   245.1   36.36    -  
0.7L    :  73.77
  6661.4    47.5  9.114  256.8    8.3   7.06   8582.5  0.016T 1.00    357.4   357.4   24.02    -  
0.8L    :  84.40
  5059.4    45.9  9.114  256.3    8.3   7.05   8253.7  0.016T 1.00    573.8   573.8   14.38    -  
0.9L    :  95.03
  2770.2    44.3  8.821  256.3    8.0   6.82   7703.5  0.016T 1.00       -       -     -     -  
H/2     : 102.78
   668.9    43.1  5.837  260.5    5.4   4.59   5173.7  0.025T 1.00       -       -     -     -  
Transfer: 102.67
   703.1    43.1  6.072  260.2    5.6   4.77   5365.4  0.024T 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 1-21; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.089
        M   2.00 Fb     0.138
 
  2   2 E  42.00 Ft     0.429
        M   8.00 Fb     0.073
 
  3   2 E  40.00 Ft     0.747
        M   6.00 Fb     0.026
 
  4   2 E  38.00 Ft     1.041
        M   4.00 Fb    -0.003
 
  5   2 E  36.00 Ft     1.312
        M   2.00 Fb    -0.012
 
  6   2 E   6.00 Ft     1.265
        M   6.00 Fb     0.236
 
  7   2 E   6.00 Ft     1.218
        M   6.00 Fb     0.485
 
  8   2 E   6.00 Ft     1.171
        M   6.00 Fb     0.734
 
  9   2 E   6.00 Ft     1.124
        M   6.00 Fb     0.982
 
 10   2 E   6.00 Ft     1.077
        M   6.00 Fb     1.231
 
 11   2 E   4.00 Ft     1.007
        M   4.00 Fb     1.498
 
 12   2 E   4.00 Ft     0.937
        M   4.00 Fb     1.765
 
 13   2 E   4.00 Ft     0.867
        M   4.00 Fb     2.033
 
 14   2 E   4.00 Ft     0.797
        M   4.00 Fb     2.300
 
 15   2 E   4.00 Ft     0.726
        M   4.00 Fb     2.567
 
 16   2 E   4.00 Ft     0.656
        M   4.00 Fb     2.835
 
 17   2 E   2.00 Ft     0.563
        M   2.00 Fb     3.121
 
 18   2 E   2.00 Ft     0.470
        M   2.00 Fb     3.407
 
 19   2 E   2.00 Ft     0.377
        M   2.00 Fb     3.693
 
 20   2 E   2.00 Ft     0.284
        M   2.00 Fb     3.979
 
 21   2 E   2.00 Ft     0.191
        M   2.00 Fb     4.265
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 106.33            Release Length, ft: 106.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  42
No. of strands, Draped:   8           No. of strands, Straight:  34
Concrete Strength, f'ci:   7.5  ksi        f'c:   8.5 ksi  f'ct   4.0 ksi
Initial losses:  9.25 %               Final losses: 13.49 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.265     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.190       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)                  8911.56     7907.93     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   0.249     Midspan
    Pre.Top:   5.100  -0.000     Bearing    3.825   2.664     Midspan
    Pre.Bot:   5.100  -0.000     Bearing    3.825   3.551    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.554  -0.000     Bearing
    Pre.Bot:  -0.554  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.400   1.980     Midspan
    Pre.Bot:                                                             3.400   1.590    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.231  1.80      9.415  2.20     11.507
Self Wt.       :      -2.083  1.85     -3.854  2.40     -4.999
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          :       3.148            5.562            6.508
 
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

