 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTD130 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 130 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) Two steel diaphragms of 0.5 kips on either side of beam centerline.
                     (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) The hold-down location is at 0.40*(beam length)
                     (9) The beam lifting and supporting points are both assumed are 5.375 feet and 16 feet from 
                     the girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 7.5 ksi and 9.0 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_4934.tmp\BTD130-0_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 =   3398602.00
 
SPAN DATA
---------
Precast length    , ft =    131.333
Bearing-to-bearing, ft =    130.000
Release span      , ft =    131.333
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTD    3.500    748.8   285860.0  54.00  24.64  34.00   8.125
 2               IA-BTD    9.250    748.8   285860.0  54.00  24.64  34.00   9.250
 3               IA-BTD    9.250    748.8   285860.0  54.00  24.64  34.00   9.250
 4               IA-BTD    9.250    748.8   285860.0  54.00  24.64  34.00   9.250
 5               IA-BTD    9.250    748.8   285860.0  54.00  24.64  34.00   8.125
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      9.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5575.240        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      7.500 
Eci ,ksi      =   5249.690
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.40L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: NO
 
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  130.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052  130.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076  130.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  130.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087  130.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  130.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087  130.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  130.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087  130.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  130.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076  130.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   45.000
   1    1        0.250   85.000
   1    2        0.500   45.000
   1    2        0.500   85.000
   1    3        0.500   45.000
   1    3        0.500   85.000
   1    4        0.500   45.000
   1    4        0.500   85.000
   1    5        0.250   45.000
   1    5        0.250   85.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740  130.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  130.00   Right Barrier Weight
   1    DW Area        0.020   40.83          -       -    Future Wearing Surface
 
TEMPERATURE LOADS
-----------------
 
LIVE LOADS
----------
Live load deflection: included.
ID: Design Lane (Type: Design Lane)
ID: Design Tandem (Type: Design Tandem)
ID: Design Truck (Type: Design Truck)
 
Pedestrian Load - NONE
 

ANALYSIS DATA:
--------------
ANALYSIS PARAMETERS DATA
------------------------
 
  Truck impact:       1.330 
  Lane  impact:       1.000 
  Strength II impact: 1.330 
  Fatigue impact:     1.150 
 
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
 
  Include sacrificial deck thick in ts:                     NO   
  Is Span Post-tensioned:                                   NO   
  Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO   
  ADTT (Average Daily Truck Traffic)    :                   5000 
  Percent of the specified force effect :                   1.00 
  Apply reduction of Moment for skew:                       NO   
 
NOTE: Beam specific dead and live load DFs are printed in beam level reports.
 
LOAD FACTORS: (Table 3.4.1-1 & 3.4.1-2)
---------------------------------------
 
               Live DC(max) DC(min) DW(max) DW(min) 
----------------------------------------------------
  Service I:   1.00    1.00    1.00    1.00    1.00 
  Service III: 0.80    1.00    1.00    1.00    1.00 
  Strength I:  1.75    1.25    0.90    1.50    0.65 
  Fatigue I:   1.75    -       -       -       -    
 
 
----------
 
  Ductility Factor:  1.00 
  Redundancy Factor: 1.00 
  Importance Factor: 1.00 
 
----------------------------------------------------------------------------------------------------


PROJECT PARAMETERS DATA:
------------------------
SPAN TO DEPTH RATIO (Table 2.5.2.6.3-1):
----------------------------------------
 
  Span Computed Allowable Status 
---------------------------------
     1   0.039*     0.045 NG     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              7.50 ksi 
  Elasticity          5249.7 ksi 
  Max comp              4.88 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.66 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      9.00 ksi    4.00 ksi 
  Elasticity 5575.24 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    5.40 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.05 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.60 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.57 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    7.50        9.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    7.50        9.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    7.50        9.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    7.50        9.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    7.50        9.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 54 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 52.53 ft from member end )
 
END PATTERN (Ycg = 13.55 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 6 @  8.000 in 
  2 @ 40.000 in  2 @ 42.000 in  2 @ 44.000 in  2 @ 46.000 in 
  2 @ 48.000 in  2 @ 50.000 in                               
 
MID PATTERN (Ycg = 5.11 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in 2 @ 12.000 in                             
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 6 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   2.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.7500   3.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   3.1670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  17.6670  26.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  26.6670  34.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  34.1670  97.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  97.1663 104.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 104.6663 113.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 113.6663 125.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 125.6663 128.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 128.1663 128.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.00 128.5833 129.8333 Yes       
       2 US#6[M19]  60.0  0.88    2.75 129.8333 131.2083 Yes       
 
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 131.3330       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:
 54 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 52.53 ft from member end )
 
END PATTERN (Ycg = 13.55 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 6 @  8.000 in 
  2 @ 40.000 in  2 @ 42.000 in  2 @ 44.000 in  2 @ 46.000 in 
  2 @ 48.000 in  2 @ 50.000 in                               
 
MID PATTERN (Ycg = 5.11 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in 2 @ 12.000 in                             
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 6 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   2.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.7500   3.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   3.1670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  17.6670  26.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  26.6670  34.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  34.1670  97.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  97.1663 104.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 104.6663 113.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 113.6663 125.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 125.6663 128.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 128.1663 128.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.00 128.5833 129.8333 Yes       
       2 US#6[M19]  60.0  0.88    2.75 129.8333 131.2083 Yes       
 
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 131.3330       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:
 54 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 52.53 ft from member end )
 
END PATTERN (Ycg = 13.55 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 6 @  8.000 in 
  2 @ 40.000 in  2 @ 42.000 in  2 @ 44.000 in  2 @ 46.000 in 
  2 @ 48.000 in  2 @ 50.000 in                               
 
MID PATTERN (Ycg = 5.11 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in 2 @ 12.000 in                             
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 6 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   2.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.7500   3.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   3.1670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  17.6670  26.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  26.6670  34.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  34.1670  97.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  97.1663 104.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 104.6663 113.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 113.6663 125.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 125.6663 128.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 128.1663 128.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.00 128.5833 129.8333 Yes       
       2 US#6[M19]  60.0  0.88    2.75 129.8333 131.2083 Yes       
 
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 131.3330       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:
 54 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 52.53 ft from member end )
 
END PATTERN (Ycg = 13.55 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 6 @  8.000 in 
  2 @ 40.000 in  2 @ 42.000 in  2 @ 44.000 in  2 @ 46.000 in 
  2 @ 48.000 in  2 @ 50.000 in                               
 
MID PATTERN (Ycg = 5.11 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in 2 @ 12.000 in                             
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 6 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   2.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.7500   3.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   3.1670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  17.6670  26.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  26.6670  34.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  34.1670  97.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  97.1663 104.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 104.6663 113.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 113.6663 125.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 125.6663 128.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 128.1663 128.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.00 128.5833 129.8333 Yes       
       2 US#6[M19]  60.0  0.88    2.75 129.8333 131.2083 Yes       
 
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 131.3330       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:
 54 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 52.53 ft from member end )
 
END PATTERN (Ycg = 13.55 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 6 @  8.000 in 
  2 @ 40.000 in  2 @ 42.000 in  2 @ 44.000 in  2 @ 46.000 in 
  2 @ 48.000 in  2 @ 50.000 in                               
 
MID PATTERN (Ycg = 5.11 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in 2 @ 12.000 in                             
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 6 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   2.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.7500   3.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   3.1670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  17.6670  26.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  26.6670  34.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  34.1670  97.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  97.1663 104.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 104.6663 113.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 113.6663 125.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 125.6663 128.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 128.1663 128.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.00 128.5833 129.8333 Yes       
       2 US#6[M19]  60.0  0.88    2.75 129.8333 131.2083 Yes       
 
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 131.3330       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-BTD                              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  130.00
     DC  Line       0.052      0.00       0.052  130.00
     DC  Line       0.076      0.00       0.076  130.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    45.00 
      0.25    85.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 131.333 ft
Release length = 131.333 ft
Design  length = 130.000 ft
 
Kern points:
------------
Upper    =   40.13 in
Lower    =   11.64 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.683   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.929   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.024   (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                  =        748.8 in2           1340.0 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           662931 in4#
Ht. of c.g.           =        24.64 in             39.48 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        780.0 plf           1584.8 plf   
Mom. of Inertia (Iyy) =      36372.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7652

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59    12.47    25.60    38.73    51.87    65.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    759.9    798.8    798.8    800.7    800.7    800.7    800.7    800.7
  Yb      ,  in    24.48    23.94    23.94    23.78    23.65    23.51    23.37    23.37
  MI(Ixx) , in4   287144   291758   291804   294315   297235   300587   304371   304371
Composite: (At Final, using Ec =  5575.2 ksi )
  Area    , in2   1350.3   1386.4   1386.4   1388.2   1388.2   1388.2   1388.2   1388.2
  Yb      ,  in    39.29    38.61    38.61    38.51    38.44    38.36    38.29    38.29
  MI(Ixx) , in4   669675   693396   693497   699507   705219   711345   717885   717885

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.00 ksi           4.00 ksi
  Elasticity         =    5575.24 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.40 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.05 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.57 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  54 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 52.53 ft from member end )
END PATTERN (Ycg = 13.55 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     6 @  8.000 in
     2 @ 40.000 in     2 @ 42.000 in     2 @ 44.000 in     2 @ 46.000 in
     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 5.11 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in     2 @ 12.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     6 @  8.000 in

SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
18      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
24      2     2.00 in  2.00 in   0.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.1 ksi
Total Strand Area     =   11.72 in2      Initial Pull          =     2297.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.240 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.050 ft
Holddown Force        =  30.713 kips     Beam Shrtng (PL/AE)   =      0.864 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)       
---------------------------------------------------------------------------------------
      7094.287         740 5249.772     25.294 102440.195  1569.161     831.329        
 
 
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       2.75       0.1250      1.5000    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.5000      2.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.7500      3.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      17.6670     26.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      26.6670     34.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      34.1670     97.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      97.1663    104.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00     104.6663    113.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00     113.6663    125.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     125.6663    128.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00     128.1663    128.5833    Yes
      2      US#6[M19]       60.00        0.88       3.00     128.5833    129.8333    Yes
      2      US#6[M19]       60.00        0.88       2.75     129.8333    131.2083    Yes
 
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 131.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 11.7180 in2       Ycg =  5.11 in
         P_init    =     2297.9 kips  Ecc = 19.53 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.84 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.655 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.57 ksi    0.00 ksi
    due to Composite Loads                                 -2.75 ksi    0.00 ksi
    due to Live Loads                                      -7.43 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                        18.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.84 ksi  (10.12 %)             9.76 ksi ( 4.98 %)
Total Prestress Losses                                    29.61 ksi (15.10 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 166.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.59   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   116.2   128.9   571.4  1042.3  1378.7  1580.5  1647.8
(Max)       V      50.7    48.9    48.7    41.0    30.7    20.5    10.2     0.0
DL-Prec.  : M       0.0    24.4    27.0   119.8   218.6   289.1   331.4   345.5
DC(Max)     V      10.6    10.3    10.2     8.6     6.4     4.3     2.1     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
Deck +    : M       0.0   119.9   133.0   589.6  1075.5  1422.5  1630.8  1700.2
Haunch (Max)V      52.3    50.4    50.2    42.3    31.7    21.1    10.6     0.0
Diaphragm : M       0.0     0.6     0.6     3.1     6.4     9.7    11.3    11.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    44.1    48.9   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.5    15.5    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    24.3    27.0   119.7   218.2   288.7   330.9   345.0
DW(Max)     V      10.6    10.2    10.2     8.6     6.4     4.3     2.1     0.0
LL + I    : M+      0.0   238.1   264.1  1166.1  2112.4  2769.2  3161.0  3273.6
            V     133.6   130.2   129.8   115.6    97.2    78.8    53.0    34.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   133.6   130.2   129.8   115.7    98.6    82.4    67.1    52.6
            M       0.0   234.9   260.5  1127.1  1973.5  2495.8  2720.3  2673.2
Total     : M+      0.0   567.5   629.5  2786.7  5069.0  6681.1  7645.6  7948.7
            V     277.3   268.8   267.8   231.8   184.4   137.0    82.0    34.6
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   277.3   268.8   267.9   231.9   185.9   140.7    96.1    52.6
            M       0.0   564.3   625.9  2747.6  4930.1  6407.7  7205.0  7348.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.41  127.67  130.00
Self wt.  : M    1580.5  1378.7  1042.3   571.4   128.9   116.2     0.0
(Max)       V      10.2    20.5    30.7    41.0    48.7    48.9    50.7
DL-Prec.  : M     331.4   289.1   218.6   119.8    27.0    24.4     0.0
DC(Max)     V       2.1     4.3     6.4     8.6    10.2    10.3    10.6
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    1630.8  1422.5  1075.5   589.6   133.0   119.9     0.0
Haunch (Max)V      10.6    21.1    31.7    42.3    50.2    50.4    52.3
Diaphragm : M      11.3     9.7     6.4     3.1     0.6     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     599.8   523.2   395.6   216.9    48.9    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.5    18.5    19.2
DL-Comp   : M     330.9   288.7   218.2   119.7    27.0    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.2    10.2    10.6
LL + I    : M+   3161.0  2769.2  2112.4  1166.1   264.1   238.1     0.0
            V      53.0    78.8    97.2   115.6   129.8   130.2   133.6
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    67.1    82.4    98.6   115.7   129.8   130.2   133.6
            M    2720.3  2495.8  1973.5  1127.1   260.5   234.9    -0.0
Total     : M+   7645.6  6681.1  5069.0  2786.7   629.5   567.5     0.0
            V      82.0   137.0   184.4   231.8   267.8   268.8   277.3
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    96.1   140.7   185.9   231.9   267.9   268.8   277.3
            M    7205.0  6407.7  4930.1  2747.6   625.9   564.3    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               50.7             50.7
Deck+Haunch            52.3             52.3
Diaphragm               0.3              0.3
DL-Prec.(DC)           10.6             10.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           96.2             96.2
DL-Comp.(DW)           53.1             53.1
Live                  108.4            108.4
        Truck          66.8             66.8
        Lane           41.6             41.6
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    2.59   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   116.2   128.9   571.4  1042.3  1378.7  1580.5  1647.8
(Max)       V      50.7    48.9    48.7    41.0    30.7    20.5    10.2     0.0
DL-Prec.  : M       0.0    24.4    27.0   119.8   218.6   289.1   331.4   345.5
DC(Max)     V      10.6    10.3    10.2     8.6     6.4     4.3     2.1     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
Deck +    : M       0.0   119.9   133.0   589.6  1075.5  1422.5  1630.8  1700.2
Haunch (Max)V      52.3    50.4    50.2    42.3    31.7    21.1    10.6     0.0
Diaphragm : M       0.0     0.6     0.6     3.1     6.4     9.7    11.3    11.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    44.1    48.9   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.5    15.5    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    24.3    27.0   119.7   218.2   288.7   330.9   345.0
DW(Max)     V      10.6    10.2    10.2     8.6     6.4     4.3     2.1     0.0
LL + I    : M+      0.0   190.5   211.3   932.9  1690.0  2215.4  2528.8  2618.9
            V     106.8   104.2   103.9    92.5    77.7    63.0    42.4    27.7
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   106.8   104.2   103.9    92.5    78.9    66.0    53.7    42.1
            M       0.0   187.9   208.4   901.7  1578.8  1996.7  2176.3  2138.6
Total     : M+      0.0   519.9   576.7  2553.5  4646.6  6127.2  7013.4  7293.9
            V     250.6   242.8   241.9   208.7   165.0   121.3    71.4    27.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   250.6   242.8   241.9   208.8   166.1   124.2    82.7    42.1
            M       0.0   517.4   573.8  2522.2  4535.4  5908.5  6660.9  6813.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.41  127.67  130.00
Self wt.  : M    1580.5  1378.7  1042.3   571.4   128.9   116.2     0.0
(Max)       V      10.2    20.5    30.7    41.0    48.7    48.9    50.7
DL-Prec.  : M     331.4   289.1   218.6   119.8    27.0    24.4     0.0
DC(Max)     V       2.1     4.3     6.4     8.6    10.2    10.3    10.6
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    1630.8  1422.5  1075.5   589.6   133.0   119.9     0.0
Haunch (Max)V      10.6    21.1    31.7    42.3    50.2    50.4    52.3
Diaphragm : M      11.3     9.7     6.4     3.1     0.6     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     599.8   523.2   395.6   216.9    48.9    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.5    18.5    19.2
DL-Comp   : M     330.9   288.7   218.2   119.7    27.0    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.2    10.2    10.6
LL + I    : M+   2528.8  2215.4  1690.0   932.9   211.3   190.5     0.0
            V      42.4    63.0    77.7    92.5   103.9   104.2   106.8
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    53.7    66.0    78.9    92.5   103.9   104.2   106.8
            M    2176.3  1996.7  1578.8   901.7   208.4   187.9    -0.0
Total     : M+   7013.4  6127.2  4646.6  2553.5   576.7   519.9     0.0
            V      71.4   121.3   165.0   208.7   241.9   242.8   250.6
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    82.7   124.2   166.1   208.8   241.9   242.8   250.6
            M    6660.9  5908.5  4535.4  2522.2   573.8   517.4    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   145.2   161.1   714.3  1302.9  1723.3  1975.6  2059.7
(Max)       V      63.4    61.1    60.8    51.2    38.4    25.6    12.8     0.0
Self wt.  : M       0.0   104.6   116.0   514.3   938.1  1240.8  1422.4  1483.0
(Min)       V      45.6    44.0    43.8    36.9    27.7    18.4     9.2     0.0
DL-Prec.  : M       0.0    30.5    33.8   149.8   273.2   361.4   414.3   431.9
DC(Max)     V      13.3    12.8    12.8    10.7     8.1     5.4     2.7     0.0
DL-Prec.  : M       0.0    21.9    24.3   107.9   196.7   260.2   298.3   311.0
DC(Min)     V       9.6     9.2     9.2     7.7     5.8     3.9     1.9     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   149.8   166.2   737.0  1344.4  1778.2  2038.5  2125.2
Haunch (Max)V      65.4    63.0    62.8    52.8    39.6    26.4    13.2     0.0
Deck +    : M       0.0   107.9   119.7   530.7   967.9  1280.3  1467.7  1530.2
Haunch (Min)V      47.1    45.4    45.2    38.1    28.5    19.0     9.5     0.0
Diaphragm : M       0.0     0.7     0.8     3.9     8.0    12.1    14.1    14.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
Diaphragm : M       0.0     0.5     0.6     2.8     5.8     8.7    10.1    10.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    55.1    61.1   271.1   494.4   654.0   749.7   781.6
DC(Max)     V      24.1    23.2    23.1    19.4    14.6     9.7     4.9     0.0
DL-Comp   : M       0.0    39.7    44.0   195.2   356.0   470.9   539.8   562.8
DC(Min)     V      17.3    16.7    16.6    14.0    10.5     7.0     3.5     0.0
DL-Comp   : M       0.0    36.5    40.5   179.5   327.4   433.0   496.4   517.5
DW(Max)     V      15.9    15.4    15.3    12.9     9.7     6.4     3.2     0.0
DL-Comp   : M       0.0    15.8    17.5    77.8   141.9   187.6   215.1   224.3
DW(Min)     V       6.9     6.7     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   416.7   462.2  2040.7  3696.8  4846.1  5531.7  5728.8
            V     233.7   227.8   227.2   202.3   170.1   137.9    92.8    60.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   233.7   227.9   227.2   202.4   172.6   144.3   117.4    92.1
            M       0.0   411.1   455.8  1972.4  3453.6  4367.7  4760.6  4678.1
Total     : M+      0.0   834.5   925.7  4096.3  7447.1  9808.1 11220.3 11658.9
            V     416.1   403.7   402.3   349.7   280.7   211.7   129.5    60.5
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   416.1   403.7   402.3   349.8   283.2   218.1   154.2    92.1
            M       0.0   829.0   919.4  4028.0  7203.9  9329.7 10449.1 10608.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.41  127.67  130.00
Self wt.  : M    1975.6  1723.3  1302.9   714.3   161.1   145.2     0.0
(Max)       V      12.8    25.6    38.4    51.2    60.8    61.1    63.4
Self wt.  : M    1422.4  1240.8   938.1   514.3   116.0   104.6     0.0
(Min)       V       9.2    18.4    27.7    36.9    43.8    44.0    45.6
DL-Prec.  : M     414.3   361.4   273.2   149.8    33.8    30.5     0.0
DC(Max)     V       2.7     5.4     8.1    10.7    12.8    12.8    13.3
DL-Prec.  : M     298.3   260.2   196.7   107.9    24.3    21.9     0.0
DC(Min)     V       1.9     3.9     5.8     7.7     9.2     9.2     9.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2038.5  1778.2  1344.4   737.0   166.2   149.8     0.0
Haunch (Max)V      13.2    26.4    39.6    52.8    62.8    63.0    65.4
Deck +    : M    1467.7  1280.3   967.9   530.7   119.7   107.9     0.0
Haunch (Min)V       9.5    19.0    28.5    38.1    45.2    45.4    47.1
Diaphragm : M      14.1    12.1     8.0     3.9     0.8     0.7     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      10.1     8.7     5.8     2.8     0.6     0.5     0.0
(Min)       V       0.0     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     749.7   654.0   494.4   271.1    61.1    55.1     0.0
DC(Max)     V       4.9     9.7    14.6    19.4    23.1    23.2    24.1
DL-Comp   : M     539.8   470.9   356.0   195.2    44.0    39.7     0.0
DC(Min)     V       3.5     7.0    10.5    14.0    16.6    16.7    17.3
DL-Comp   : M     496.4   433.0   327.4   179.5    40.5    36.5     0.0
DW(Max)     V       3.2     6.4     9.7    12.9    15.3    15.4    15.9
DL-Comp   : M     215.1   187.6   141.9    77.8    17.5    15.8     0.0
DW(Min)     V       1.4     2.8     4.2     5.6     6.6     6.7     6.9
LL + I    : M+   5531.7  4846.1  3696.8  2040.7   462.2   416.7     0.0
            V      92.8   137.9   170.1   202.3   227.2   227.8   233.7
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   117.4   144.3   172.6   202.4   227.2   227.9   233.7
            M    4760.6  4367.7  3453.6  1972.4   455.8   411.1    -0.0
Total     : M+  11220.3  9808.1  7447.1  4096.3   925.7   834.5     0.0
            V     129.5   211.7   280.7   349.7   402.3   403.7   416.1
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   154.2   218.1   283.2   349.8   402.3   403.7   416.1
            M   10449.1  9329.7  7203.9  4028.0   919.4   829.0    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               63.4             63.4
Deck+Haunch            65.4             65.4
Diaphragm               0.3              0.3
DL-Prec.(DC)           13.3             13.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          120.3            120.3
DL-Comp.(DW)           79.6             79.6
Live                  189.8            189.8
        Truck         117.0            117.0
        Lane           72.8             72.8
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    2.59   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   116.2   128.9   571.4  1042.3  1378.7  1580.5  1647.8
(Max)       V      50.7    48.9    48.7    41.0    30.7    20.5    10.2     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    24.4    27.0   119.8   218.6   289.1   331.4   345.5
DC(Max)     V      10.6    10.3    10.2     8.6     6.4     4.3     2.1     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   119.9   133.0   589.6  1075.5  1422.5  1630.8  1700.2
Haunch (Max)V      52.3    50.4    50.2    42.3    31.7    21.1    10.6     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     0.6     0.6     3.1     6.4     9.7    11.3    11.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
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    44.1    48.9   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.5    15.5    11.7     7.8     3.9     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    24.3    27.0   119.7   218.2   288.7   330.9   345.0
DW(Max)     V      10.6    10.2    10.2     8.6     6.4     4.3     2.1     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   226.4   251.1  1098.1  1958.2  2559.4  2884.3  2904.6
            V     127.5   124.7   124.4   112.7    97.9    73.9    59.1    44.2
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   127.5   124.7   124.4   112.7    97.9    83.0    68.2    53.4
            M       0.0   226.4   251.1  1098.1  1958.2  2513.8  2764.8  2711.4
Total     : M+      0.0   555.8   616.5  2718.7  4914.8  6471.3  7368.9  7579.6
            V     271.3   263.3   262.5   228.9   185.1   132.1    88.1    44.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   271.3   263.3   262.5   228.9   185.1   141.3    97.2    53.4
            M       0.0   555.8   616.5  2718.7  4914.8  6425.6  7249.5  7386.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.41  127.67  130.00
Self wt.  : M    1580.5  1378.7  1042.3   571.4   128.9   116.2     0.0
(Max)       V      10.2    20.5    30.7    41.0    48.7    48.9    50.7
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     331.4   289.1   218.6   119.8    27.0    24.4     0.0
DC(Max)     V       2.1     4.3     6.4     8.6    10.2    10.3    10.6
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    1630.8  1422.5  1075.5   589.6   133.0   119.9     0.0
Haunch (Max)V      10.6    21.1    31.7    42.3    50.2    50.4    52.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      11.3     9.7     6.4     3.1     0.6     0.6     0.0
(Max)       V       0.0     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     599.8   523.2   395.6   216.9    48.9    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.5    18.5    19.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     330.9   288.7   218.2   119.7    27.0    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.2    10.2    10.6
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+   2884.3  2559.4  1958.2  1098.1   251.1   226.4     0.0
            V      59.1    73.9    97.9   112.7   124.4   124.7   127.5
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    68.2    83.0    97.9   112.7   124.4   124.7   127.5
            M    2764.8  2513.8  1958.2  1098.1   251.1   226.4     0.0
Total     : M+   7368.9  6471.3  4914.8  2718.7   616.5   555.8     0.0
            V      88.1   132.1   185.1   228.9   262.5   263.3   271.3
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    97.2   141.3   185.1   228.9   262.5   263.3   271.3
            M    7249.5  6425.6  4914.8  2718.7   616.5   555.8     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   13.13   26.27   39.40   52.53   65.67
 
Beam-Self
Precast-top    0.186   0.746   1.319   1.719   1.949   2.031 
Bottom        -0.148  -0.587  -1.028  -1.326  -1.488  -1.550 
 
Prestress
Precast-top    0.372  -0.042  -0.490  -0.927  -1.353  -1.353 
Bottom         4.679   5.162   5.487   5.798   6.093   6.093 
 
Total
Precast-top    0.558   0.704   0.829   0.792   0.596   0.678 
Bottom         4.531   4.575   4.460   4.472   4.605   4.543 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.03 %)
             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    2.59   12.47   25.60   38.73   51.87   65.00
 
Prestress
Precast-top    0.092   0.320   0.312  -0.036  -0.421  -0.797  -1.163  -1.163
Bottom         0.941   4.023   4.028   4.438   4.717   4.984   5.238   5.238
 
Self wt.
Precast-top   -0.000   0.144   0.159   0.704   1.277   1.678   1.908   1.990
Bottom        -0.000  -0.114  -0.127  -0.554  -0.995  -1.294  -1.456  -1.518
 
DL-Prec (DC)
Precast-top   -0.000   0.030   0.033   0.148   0.268   0.352   0.400   0.417
Bottom        -0.000  -0.024  -0.027  -0.116  -0.209  -0.271  -0.305  -0.318
 
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   0.001   0.001   0.004   0.008   0.012   0.014   0.014
Bottom        -0.000  -0.001  -0.001  -0.003  -0.006  -0.009  -0.010  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.148   0.164   0.726   1.318   1.731   1.969   2.053
Bottom        -0.000  -0.118  -0.131  -0.572  -1.027  -1.335  -1.503  -1.567
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.015   0.068   0.123   0.161   0.184   0.192
Precast-top   -0.000   0.012   0.013   0.058   0.105   0.138   0.157   0.164
Bottom        -0.000  -0.029  -0.033  -0.143  -0.259  -0.339  -0.384  -0.400
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.008   0.037   0.068   0.089   0.101   0.106
Precast-top   -0.000   0.006   0.007   0.032   0.058   0.076   0.087   0.091
Bottom        -0.000  -0.016  -0.018  -0.079  -0.143  -0.187  -0.212  -0.221
 
LL+I(+)
Topping-top   -0.000   0.075   0.083   0.363   0.655   0.854   0.969   1.003
Precast-top   -0.000   0.063   0.070   0.310   0.559   0.730   0.830   0.860
Bottom        -0.000  -0.159  -0.176  -0.770  -1.382  -1.792  -2.023  -2.095
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.096   0.106   0.468   0.845   1.104   1.254   1.301 
Precast-top    0.092   0.724   0.760   1.945   3.172   3.921   4.202   4.424 
Bottom         0.941   3.561   3.516   2.200   0.698  -0.243  -0.656  -0.892 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.021   0.024   0.105   0.190   0.250   0.285   0.297 
Precast-top    0.092   0.661   0.690   1.635   2.612   3.190   3.372   3.565 
Bottom         0.941   3.720   3.693   2.970   2.079   1.549   1.367   1.203 
 

 
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   13.13   26.27   39.40   52.53   65.67
 
Beam-Self
Precast-top    0.186   0.746   1.319   1.719   1.949   2.031 
Bottom        -0.148  -0.587  -1.028  -1.326  -1.488  -1.550 
 
Prestress
Precast-top    0.372  -0.042  -0.490  -0.927  -1.353  -1.353 
Bottom         4.679   5.162   5.487   5.798   6.093   6.093 
 
Total
Precast-top    0.558   0.704   0.829   0.792   0.596   0.678 
Bottom         4.531   4.575   4.460   4.472   4.605   4.543 
 
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 = 14.03 %)
             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    2.59   12.47   25.60   38.73   51.87   65.00
 
Prestress
Precast-top    0.092   0.320   0.312  -0.036  -0.421  -0.797  -1.163  -1.163
Bottom         0.941   4.023   4.028   4.438   4.717   4.984   5.238   5.238
 
Self wt.
Precast-top   -0.000   0.144   0.159   0.704   1.277   1.678   1.908   1.990
Bottom        -0.000  -0.114  -0.127  -0.554  -0.995  -1.294  -1.456  -1.518
 
DL-Prec (DC)
Precast-top   -0.000   0.030   0.033   0.148   0.268   0.352   0.400   0.417
Bottom        -0.000  -0.024  -0.027  -0.116  -0.209  -0.271  -0.305  -0.318
 
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   0.001   0.001   0.004   0.008   0.012   0.014   0.014
Bottom        -0.000  -0.001  -0.001  -0.003  -0.006  -0.009  -0.010  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.148   0.164   0.726   1.318   1.731   1.969   2.053
Bottom        -0.000  -0.118  -0.131  -0.572  -1.027  -1.335  -1.503  -1.567
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.015   0.068   0.123   0.161   0.184   0.192
Precast-top   -0.000   0.012   0.013   0.058   0.105   0.138   0.157   0.164
Bottom        -0.000  -0.029  -0.033  -0.143  -0.259  -0.339  -0.384  -0.400
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.008   0.037   0.068   0.089   0.101   0.106
Precast-top   -0.000   0.006   0.007   0.032   0.058   0.076   0.087   0.091
Bottom        -0.000  -0.016  -0.018  -0.079  -0.143  -0.187  -0.212  -0.221
 
LL+I(+)
Topping-top   -0.000   0.060   0.066   0.291   0.524   0.683   0.775   0.803
Precast-top   -0.000   0.051   0.056   0.248   0.448   0.584   0.664   0.688
Bottom        -0.000  -0.127  -0.141  -0.616  -1.105  -1.434  -1.619  -1.676
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.081   0.090   0.396   0.714   0.933   1.060   1.100 
Precast-top    0.092   0.711   0.746   1.883   3.060   3.775   4.036   4.253 
Bottom         0.941   3.593   3.552   2.354   0.974   0.116  -0.251  -0.473 
 

 
 
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    2.59   12.47   25.60   38.73   51.87   65.00
F_LL+I(+)
Topping-top   -0.000   0.071   0.079   0.342   0.607   0.789   0.884   0.890
Precast-top   -0.000   0.060   0.067   0.292   0.519   0.675   0.757   0.763
Bottom        -0.000  -0.151  -0.168  -0.725  -1.281  -1.656  -1.846  -1.859
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.082   0.090   0.395   0.702   0.914   1.027   1.039 
Precast-top    0.046   0.391   0.412   1.109   1.825   2.270   2.444   2.545 
Bottom         0.470   1.709   1.679   0.760  -0.241  -0.882  -1.162  -1.258 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 1,  STRENGTH I
Using General Beta Theta Equation procedure - Art.5.7.3.4
Location (ft)
     Vu      bv    de     Aps      Vp    eps_x  Theta  Vs-reqd    Av/s    Av-prvd   Al_reqd
   (kips)   (in)  (in)   (in2)   (kips)                 (kips)  (in2/ft)  (in2/ft)   (in2)

    Mcor     a     dv      fpo   vu/fc   Vc-com  Beta  Max.spc.  min.Av/s  pVn/Vu       
    (kft)   (in)  (in)    (ksi)          (kips)          (in)    (in2/ft)             
*******************************************************************************************
Bearing :   0.67
    416.1    6.5   57.6    1.287   5.9   6.00e-3 50.0    425.8     1.781    3.840      0.00
      0.0    1.3   57.0     42.0 0.137      30.6 0.87    12.00     0.123    1.815 
Transfer:   3.00
    403.7    6.5   57.6    5.792  26.4  -0.09e-3 28.7    248.9     0.498    2.112      0.00
    829.0    5.9   54.7    189.0 0.132     173.2 5.14    12.00     0.123    1.843 
Critical:   5.18
    391.9    6.5   57.6    6.570  26.4  -0.13e-3 28.5    231.3     0.464    1.760      0.00
   1536.9    6.9   54.2    189.0 0.129     177.7 5.32    12.00     0.123    1.881 
0.1L    :  13.13
    349.8    6.5   56.5    9.536  26.4  -0.13e-3 28.5    194.3     0.413    0.827      0.00
   4028.0   10.8   51.1    189.0 0.121     168.0 5.33    24.00     0.123    1.500 
0.2L    :  26.27
    283.2    6.5   52.9   11.718  26.4  -0.04e-3 28.9    143.6     0.333    0.620      0.00
   7203.9   11.0   47.6    189.0 0.103     144.7 4.93    24.00     0.123    1.394 
0.3L    :  39.40
    218.1    6.5   55.0   11.718  26.4   0.71e-3 31.5    120.4     0.298    0.413      0.00
   9329.7   11.1   49.5    189.0 0.075      95.5 3.13    24.00     0.123    1.192 
0.4L    :  52.53
    154.2    6.5   57.1   11.718   0.0   1.11e-3 32.9     88.1     0.221    0.413      0.00
  10449.1   11.1   51.6    189.0 0.057      83.2 2.62    24.00     0.123    1.448 
0.5L    :  65.67
     92.1    6.5   57.1   11.718   0.0   1.04e-3 32.6     16.4     0.123    0.413      0.00
  10608.2   11.1   51.6    189.0 0.034      85.9 2.70    24.00     0.123    2.467 
0.6L    :  78.80
    154.2    6.5   57.1   11.718   0.0   1.11e-3 32.9     88.1     0.221    0.413      0.00
  10449.1   11.1   51.6    189.0 0.057      83.2 2.62    24.00     0.123    1.448 
0.7L    :  91.93
    218.1    6.5   55.0   11.718  26.4   0.71e-3 31.5    120.4     0.298    0.413      0.00
   9329.7   11.1   49.5    189.0 0.075      95.5 3.13    24.00     0.123    1.192 
0.8L    : 105.07
    283.2    6.5   52.9   11.718  26.4  -0.04e-3 28.9    143.6     0.333    0.620      0.00
   7203.9   11.0   47.6    189.0 0.103     144.7 4.93    24.00     0.123    1.394 
0.9L    : 118.20
    349.8    6.5   56.5    9.536  26.4  -0.13e-3 28.5    194.3     0.413    0.827      0.00
   4028.0   10.8   51.1    189.0 0.121     168.0 5.33    24.00     0.123    1.500 
Critical: 126.15
    391.9    6.5   57.6    6.570  26.4  -0.13e-3 28.5    231.3     0.464    1.760      0.00
   1536.9    6.9   54.2    189.0 0.129     177.7 5.32    12.00     0.123    1.881 
Transfer: 128.33
    403.7    6.5   57.6    5.792  26.4  -0.09e-3 28.7    248.9     0.498    2.112      0.00
    829.0    5.9   54.7    189.0 0.132     173.2 5.14    12.00     0.123    1.843 
Bearing : 130.67
    416.1    6.5   57.6    1.287   5.9   6.00e-3 50.0    425.8     1.781    3.840      0.00
      0.0    1.3   57.0     42.0 0.137      30.6 0.87    12.00     0.123    1.815 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 2212.36
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    4.42
 
 
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
    416.1      8.11     57.65    1.35       56.98    24.00      0.300      1.955      0.000      3.840 
Transfer:      2.33
    403.7      8.20     57.65    5.89       54.71    24.00      0.300      1.983      0.000      2.112 
Critical:      4.52
    392.1      8.04     57.65    6.93       54.18    24.00      0.300      1.930      0.000      1.760 
0.1L    :     12.47
    349.8      7.61     56.50   10.78       51.11    24.00      0.300      1.785      0.000      0.827 
0.2L    :     25.60
    283.2      6.64     52.92   11.02       47.41    24.00      0.300      1.463      0.000      0.620 
0.3L    :     38.73
    218.1      4.90     55.03   11.08       49.49    24.00      0.300      0.883      0.000      0.413 
0.4L    :     51.87
    154.2      3.32     57.14   11.14       51.57    24.00      0.300      0.358      0.000      0.413 
0.5L    :     65.00
     92.1      1.98     57.14   11.14       51.57    24.00      0.300      0.000      0.000      0.413 
0.6L    :     78.13
    154.2      3.32     57.14   11.14       51.57    24.00      0.300      0.358      0.000      0.413 
0.7L    :     91.27
    218.1      4.90     55.03   11.08       49.49    24.00      0.300      0.883      0.000      0.413 
0.8L    :    104.40
    283.2      6.64     52.92   11.02       47.41    24.00      0.300      1.463      0.000      0.620 
0.9L    :    117.53
    349.8      7.61     56.50   10.78       51.11    24.00      0.300      1.785      0.000      0.827 
Critical:    125.48
    392.1      8.04     57.65    6.93       54.18    24.00      0.300      1.930      0.000      1.760 
Transfer:    127.67
    403.7      8.20     57.65    5.89       54.71    24.00      0.300      1.983      0.000      2.112 
Bearing :    130.00
    416.1      8.11     57.65    1.35       56.98    24.00      0.300      1.955      0.000      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 12.47 ft
Prestress      :       2.610  1.80      4.698  2.20      5.742
Self Wt.       :      -1.061  1.85     -1.963  2.40     -2.546
Deck + Haunch  :                       -0.950  2.30     -2.186
DL-Prec. (DC)  :                       -0.193  3.00     -0.579
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.147  3.00     -0.441
DL-Comp. (DW)  :                       -0.081  3.00     -0.243
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 25.60 ft
Prestress      :       4.688  1.80      8.438  2.20     10.313
Self Wt.       :      -1.987  1.85     -3.677  2.40     -4.770
Deck + Haunch  :                       -1.829  2.30     -4.207
DL-Prec. (DC)  :                       -0.372  3.00     -1.115
Diaphragm      :                       -0.012  3.00     -0.036
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.284  3.00     -0.851
DL-Comp. (DW)  :                       -0.156  3.00     -0.469
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 38.73 ft
Prestress      :       6.170  1.80     11.106  2.20     13.574
Self Wt.       :      -2.690  1.85     -4.977  2.40     -6.457
Deck + Haunch  :                       -2.498  2.30     -5.745
DL-Prec. (DC)  :                       -0.508  3.00     -1.523
Diaphragm      :                       -0.017  3.00     -0.050
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.388  3.00     -1.165
DL-Comp. (DW)  :                       -0.214  3.00     -0.643
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 51.87 ft
Prestress      :       7.008  1.80     12.614  2.20     15.417
Self Wt.       :      -3.112  1.85     -5.757  2.40     -7.468
Deck + Haunch  :                       -2.900  2.30     -6.669
DL-Prec. (DC)  :                       -0.589  3.00     -1.768
Diaphragm      :                       -0.019  3.00     -0.058
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.452  3.00     -1.356
DL-Comp. (DW)  :                       -0.249  3.00     -0.748
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 65.00 ft
Prestress      :       7.334  1.80     13.201  2.20     16.135
Self Wt.       :      -3.268  1.85     -6.045  2.40     -7.842
Deck + Haunch  :                       -3.048  2.30     -7.010
DL-Prec. (DC)  :                       -0.619  3.00     -1.858
Diaphragm      :                       -0.020  3.00     -0.061
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.475  3.00     -1.426
DL-Comp. (DW)  :                       -0.262  3.00     -0.787
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 78.13 ft
Prestress      :       7.008  1.80     12.614  2.20     15.417
Self Wt.       :      -3.112  1.85     -5.757  2.40     -7.468
Deck + Haunch  :                       -2.900  2.30     -6.669
DL-Prec. (DC)  :                       -0.589  3.00     -1.768
Diaphragm      :                       -0.019  3.00     -0.058
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.452  3.00     -1.356
DL-Comp. (DW)  :                       -0.249  3.00     -0.748
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 91.27 ft
Prestress      :       6.170  1.80     11.106  2.20     13.574
Self Wt.       :      -2.690  1.85     -4.977  2.40     -6.457
Deck + Haunch  :                       -2.498  2.30     -5.745
DL-Prec. (DC)  :                       -0.508  3.00     -1.523
Diaphragm      :                       -0.017  3.00     -0.050
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.388  3.00     -1.165
DL-Comp. (DW)  :                       -0.214  3.00     -0.643
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 104.40 ft
Prestress      :       4.688  1.80      8.438  2.20     10.313
Self Wt.       :      -1.987  1.85     -3.677  2.40     -4.770
Deck + Haunch  :                       -1.829  2.30     -4.207
DL-Prec. (DC)  :                       -0.372  3.00     -1.115
Diaphragm      :                       -0.012  3.00     -0.036
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.284  3.00     -0.851
DL-Comp. (DW)  :                       -0.156  3.00     -0.469
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 117.53 ft
Prestress      :       2.610  1.80      4.698  2.20      5.742
Self Wt.       :      -1.061  1.85     -1.963  2.40     -2.546
Deck + Haunch  :                       -0.950  2.30     -2.186
DL-Prec. (DC)  :                       -0.193  3.00     -0.579
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.147  3.00     -0.441
DL-Comp. (DW)  :                       -0.081  3.00     -0.243
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
   834.5    48.8  7.528  259.3    6.9   5.89   7463.3  0.023T 1.00       -       -     -     -  
H/2     :   2.59
   925.7    48.9  7.646  259.1    7.0   5.98   7576.3  0.023T 1.00       -       -     -     -  
0.1L    :  12.47
  4096.3    50.6 11.629  251.1   12.7  10.78  11218.0  0.011T 1.00   8532.2  5448.1    1.31    -  
0.2L    :  25.60
  7447.1    52.9 11.718  251.5   13.0  11.02  11870.5  0.011T 1.00   8618.4  8618.4    1.38    -  
0.3L    :  38.73
  9808.1    55.0 11.718  252.1   13.0  11.08  12414.9  0.011T 1.00   8856.1  8856.1    1.40    -  
0.4L    :  51.87
 11220.3    57.1 11.718  252.7   13.1  11.14  12960.1  0.011T 1.00   9239.1  9239.1    1.40    -  
0.5L    :  65.00
 11658.9    57.1 11.718  252.7   13.1  11.14  12960.1  0.011T 1.00   9172.8  9172.8    1.41    -  
0.6L    :  78.13
 11220.3    57.1 11.718  252.7   13.1  11.14  12960.1  0.011T 1.00   9239.1  9239.1    1.40    -  
0.7L    :  91.27
  9808.1    55.0 11.718  252.1   13.0  11.08  12414.9  0.011T 1.00   8856.1  8856.1    1.40    -  
0.8L    : 104.40
  7447.1    52.9 11.718  251.5   13.0  11.02  11870.5  0.011T 1.00   8618.4  8618.4    1.38    -  
0.9L    : 117.53
  4096.3    50.6 11.629  251.1   12.7  10.78  11218.0  0.011T 1.00   8532.2  5448.1    1.31    -  
H/2     : 127.41
   925.7    48.9  7.646  259.1    7.0   5.98   7576.3  0.023T 1.00       -       -     -     -  
Transfer: 127.67
   834.5    48.8  7.528  259.3    6.9   5.89   7463.3  0.023T 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 1-27; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.100    0.446
        M   2.00 Fb     0.112   -0.162
 
  2   2 E  50.00 Ft     0.416    0.724
        M  12.00 Fb     0.051   -0.191
 
  3   2 E  48.00 Ft     0.714    0.985
        M  10.00 Fb     0.005   -0.207
 
  4   2 E  46.00 Ft     0.995    1.228
        M   8.00 Fb    -0.027   -0.209
 
  5   2 E  44.00 Ft     1.259    1.454
        M   6.00 Fb    -0.046   -0.197
 
  6   2 E  42.00 Ft     1.504    1.662
        M   4.00 Fb    -0.050   -0.171
 
  7   2 E  40.00 Ft     1.733    1.853
        M   2.00 Fb    -0.041   -0.132
 
  8   2 E   8.00 Ft     1.700    1.820
        M   8.00 Fb     0.177    0.084
 
  9   2 E   8.00 Ft     1.666    1.788
        M   8.00 Fb     0.395    0.299
 
 10   2 E   8.00 Ft     1.633    1.756
        M   8.00 Fb     0.613    0.515
 
 11   2 E   6.00 Ft     1.582    1.706
        M   6.00 Fb     0.844    0.744
 
 12   2 E   6.00 Ft     1.532    1.657
        M   6.00 Fb     1.076    0.973
 
 13   2 E   6.00 Ft     1.481    1.607
        M   6.00 Fb     1.308    1.203
 
 14   2 E   6.00 Ft     1.430    1.557
        M   6.00 Fb     1.540    1.432
 
 15   2 E   6.00 Ft     1.379    1.508
        M   6.00 Fb     1.771    1.662
 
 16   2 E   6.00 Ft     1.329    1.458
        M   6.00 Fb     2.003    1.891
 
 17   2 E   4.00 Ft     1.260    1.391
        M   4.00 Fb     2.249    2.134
 
 18   2 E   4.00 Ft     1.260    1.323
        M   4.00 Fb     2.249    2.379
 
 19   2 E   4.00 Ft     1.192    1.256
        M   4.00 Fb     2.494    2.622
 
 20   2 E   4.00 Ft     1.124    1.189
        M   4.00 Fb     2.740    2.865
 
 21   2 E   4.00 Ft     1.056    1.122
        M   4.00 Fb     2.986    3.108
 
 22   2 E   4.00 Ft     0.987    1.055
        M   4.00 Fb     3.231    3.352
 
 23   2 E   2.00 Ft     0.902    0.970
        M   2.00 Fb     3.491    3.609
 
 24   2 E   2.00 Ft     0.815    0.885
        M   2.00 Fb     3.752    3.867
 
 25   2 E   2.00 Ft     0.729    0.800
        M   2.00 Fb     4.012    4.124
 
 26   2 E   2.00 Ft     0.644    0.716
        M   2.00 Fb     4.271    4.381
 
 27   2 E   2.00 Ft     0.558    0.631
        M   2.00 Fb     4.531    4.638
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 131.33            Release Length, ft: 131.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  54
No. of strands, Draped:  12           No. of strands, Straight:  42
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.0 ksi  f'ct   4.0 ksi
Initial losses: 10.12 %               Final losses: 15.10 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.605   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.558       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)                 12960.10    11658.88     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      16.67 %               OK
      Max. Debond Total                    25.00 %       3.70 %               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   1.301     Midspan    1.800   0.297     Midspan
    Pre.Top:   5.400   4.424     Midspan    4.050   3.565     Midspan
    Pre.Bot:   5.400   3.561    Transfer    4.050   3.720    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.570   0.092     Bearing
    Pre.Bot:  -0.570  -0.473     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.600   2.545     Midspan
    Pre.Bot:                                                             3.600   1.709    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  65.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.334  1.80     13.201  2.20     16.135
Self Wt.       :      -3.268  1.85     -6.045  2.40     -7.842
Deck + Haunch  :                       -3.048  2.30     -7.010
DL-Prec. (DC)  :                       -0.619  3.00     -1.858
Diaphragm      :                       -0.020  3.00     -0.061
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.475  3.00     -1.426
DL-Comp. (DW)  :                       -0.262  3.00     -0.787
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-BTD                              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  130.00
     DC  Line       0.087      0.00       0.087  130.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    45.00 
      0.50    85.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 131.333 ft
Release length = 131.333 ft
Design  length = 130.000 ft
 
Kern points:
------------
Upper    =   40.13 in
Lower    =   11.64 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.698   (Calculated)    
Live Moment (1  lane  loaded)  : 0.471   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.169   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.935   (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                  =        748.8 in2           1420.1 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           690292 in4#
Ht. of c.g.           =        24.64 in             40.55 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        780.0 plf           1693.8 plf   
Mom. of Inertia (Iyy) =      36372.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7652

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59    12.47    25.60    38.73    51.87    65.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    759.9    798.8    798.8    800.7    800.7    800.7    800.7    800.7
  Yb      ,  in    24.48    23.94    23.94    23.78    23.65    23.51    23.37    23.37
  MI(Ixx) , in4   287144   291758   291804   294315   297235   300587   304371   304371
Composite: (At Final, using Ec =  5575.2 ksi )
  Area    , in2   1430.4   1466.5   1466.5   1468.3   1468.3   1468.3   1468.3   1468.3
  Yb      ,  in    40.36    39.69    39.69    39.59    39.52    39.46    39.39    39.39
  MI(Ixx) , in4   697611   723360   723466   729776   735709   742056   748819   748819

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.00 ksi           4.00 ksi
  Elasticity         =    5575.24 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.40 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.05 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.57 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  54 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 52.53 ft from member end )
END PATTERN (Ycg = 13.55 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     6 @  8.000 in
     2 @ 40.000 in     2 @ 42.000 in     2 @ 44.000 in     2 @ 46.000 in
     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 5.11 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in     2 @ 12.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     6 @  8.000 in

SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
18      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
24      2     2.00 in  2.00 in   0.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.1 ksi
Total Strand Area     =   11.72 in2      Initial Pull          =     2297.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.568 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.460 ft
Holddown Force        =  30.713 kips     Beam Shrtng (PL/AE)   =      0.864 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)       
---------------------------------------------------------------------------------------
      7094.287         740 5249.772     25.294 102440.195  1569.161     831.329        
 
 
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       2.75       0.1250      1.5000    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.5000      2.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.7500      3.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      17.6670     26.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      26.6670     34.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      34.1670     97.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      97.1663    104.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00     104.6663    113.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00     113.6663    125.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     125.6663    128.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00     128.1663    128.5833    Yes
      2      US#6[M19]       60.00        0.88       3.00     128.5833    129.8333    Yes
      2      US#6[M19]       60.00        0.88       2.75     129.8333    131.2083    Yes
 
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 131.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 11.7180 in2       Ycg =  5.11 in
         P_init    =     2297.9 kips  Ecc = 19.53 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.84 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.655 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -8.14 ksi    0.00 ksi
    due to Composite Loads                                 -2.72 ksi    0.00 ksi
    due to Live Loads                                      -6.41 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                        18.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.84 ksi  (10.12 %)            10.24 ksi ( 5.22 %)
Total Prestress Losses                                    30.08 ksi (15.34 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 166.0 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 : 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    2.59   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   116.2   128.9   571.4  1042.3  1378.7  1580.5  1647.8
(Max)       V      50.7    48.9    48.7    41.0    30.7    20.5    10.2     0.0
DL-Prec.  : M       0.0    18.2    20.2    89.5   163.2   215.8   247.4   258.0
DC(Max)     V       7.9     7.7     7.6     6.4     4.8     3.2     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
Deck +    : M       0.0   136.1   151.0   669.5  1221.1  1615.2  1851.6  1930.4
Haunch (Max)V      59.4    57.3    57.0    48.0    36.0    24.0    12.0     0.0
Diaphragm : M       0.0     1.2     1.3     6.2    12.8    19.4    22.5    22.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    44.1    48.9   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.5    15.5    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    24.3    27.0   119.7   218.2   288.7   330.9   345.0
DW(Max)     V      10.6    10.2    10.2     8.6     6.4     4.3     2.1     0.0
LL + I    : M+      0.0   207.6   230.3  1016.9  1842.0  2414.7  2756.3  2854.6
            V     152.5   148.7   148.3   132.0   111.0    90.0    60.5    39.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   152.5   148.7   148.3   132.1   112.6    94.2    76.6    60.1
            M       0.0   204.9   227.1   982.8  1720.9  2176.3  2372.1  2331.0
Total     : M+      0.0   547.7   607.5  2690.0  4895.3  6455.6  7389.1  7683.5
            V     300.9   291.8   290.8   252.0   201.1   150.2    90.4    39.5
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   300.9   291.8   290.8   252.1   202.8   154.4   106.5    60.1
            M       0.0   544.9   604.4  2655.9  4774.1  6217.3  7004.8  7159.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.41  127.67  130.00
Self wt.  : M    1580.5  1378.7  1042.3   571.4   128.9   116.2     0.0
(Max)       V      10.2    20.5    30.7    41.0    48.7    48.9    50.7
DL-Prec.  : M     247.4   215.8   163.2    89.5    20.2    18.2     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.6     7.7     7.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1851.6  1615.2  1221.1   669.5   151.0   136.1     0.0
Haunch (Max)V      12.0    24.0    36.0    48.0    57.0    57.3    59.4
Diaphragm : M      22.5    19.4    12.8     6.2     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     599.8   523.2   395.6   216.9    48.9    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.5    18.5    19.2
DL-Comp   : M     330.9   288.7   218.2   119.7    27.0    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.2    10.2    10.6
LL + I    : M+   2756.3  2414.7  1842.0  1016.9   230.3   207.6     0.0
            V      60.5    90.0   111.0   132.0   148.3   148.7   152.5
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    76.6    94.2   112.6   132.1   148.3   148.7   152.5
            M    2372.1  2176.3  1720.9   982.8   227.1   204.9    -0.0
Total     : M+   7389.1  6455.6  4895.3  2690.0   607.5   547.7     0.0
            V      90.4   150.2   201.1   252.0   290.8   291.8   300.9
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   106.5   154.4   202.8   252.1   290.8   291.8   300.9
            M    7004.8  6217.3  4774.1  2655.9   604.4   544.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               50.7             50.7
Deck+Haunch            59.4             59.4
Diaphragm               0.5              0.5
DL-Prec.(DC)            7.9              7.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           96.2             96.2
DL-Comp.(DW)           53.1             53.1
Live                  108.4            108.4
        Truck          66.8             66.8
        Lane           41.6             41.6
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    2.59   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   116.2   128.9   571.4  1042.3  1378.7  1580.5  1647.8
(Max)       V      50.7    48.9    48.7    41.0    30.7    20.5    10.2     0.0
DL-Prec.  : M       0.0    18.2    20.2    89.5   163.2   215.8   247.4   258.0
DC(Max)     V       7.9     7.7     7.6     6.4     4.8     3.2     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
Deck +    : M       0.0   136.1   151.0   669.5  1221.1  1615.2  1851.6  1930.4
Haunch (Max)V      59.4    57.3    57.0    48.0    36.0    24.0    12.0     0.0
Diaphragm : M       0.0     1.2     1.3     6.2    12.8    19.4    22.5    22.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    44.1    48.9   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.5    15.5    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    24.3    27.0   119.7   218.2   288.7   330.9   345.0
DW(Max)     V      10.6    10.2    10.2     8.6     6.4     4.3     2.1     0.0
LL + I    : M+      0.0   166.1   184.2   813.5  1473.6  1931.8  2205.1  2283.6
            V     122.0   119.0   118.6   105.6    88.8    72.0    48.4    31.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   122.0   119.0   118.6   105.7    90.1    75.3    61.3    48.1
            M       0.0   163.9   181.7   786.3  1376.7  1741.1  1897.7  1864.8
Total     : M+      0.0   506.2   561.5  2486.6  4526.9  5972.7  6837.8  7112.6
            V     270.4   262.0   261.1   225.6   178.9   132.2    78.3    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   270.4   262.1   261.1   225.7   180.3   135.6    91.2    48.1
            M       0.0   503.9   558.9  2459.4  4429.9  5782.0  6530.4  6693.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.41  127.67  130.00
Self wt.  : M    1580.5  1378.7  1042.3   571.4   128.9   116.2     0.0
(Max)       V      10.2    20.5    30.7    41.0    48.7    48.9    50.7
DL-Prec.  : M     247.4   215.8   163.2    89.5    20.2    18.2     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.6     7.7     7.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1851.6  1615.2  1221.1   669.5   151.0   136.1     0.0
Haunch (Max)V      12.0    24.0    36.0    48.0    57.0    57.3    59.4
Diaphragm : M      22.5    19.4    12.8     6.2     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     599.8   523.2   395.6   216.9    48.9    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.5    18.5    19.2
DL-Comp   : M     330.9   288.7   218.2   119.7    27.0    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.2    10.2    10.6
LL + I    : M+   2205.1  1931.8  1473.6   813.5   184.2   166.1     0.0
            V      48.4    72.0    88.8   105.6   118.6   119.0   122.0
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    61.3    75.3    90.1   105.7   118.6   119.0   122.0
            M    1897.7  1741.1  1376.7   786.3   181.7   163.9    -0.0
Total     : M+   6837.8  5972.7  4526.9  2486.6   561.5   506.2     0.0
            V      78.3   132.2   178.9   225.6   261.1   262.0   270.4
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    91.2   135.6   180.3   225.7   261.1   262.1   270.4
            M    6530.4  5782.0  4429.9  2459.4   558.9   503.9    -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    2.59   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   145.2   161.1   714.3  1302.9  1723.3  1975.6  2059.7
(Max)       V      63.4    61.1    60.8    51.2    38.4    25.6    12.8     0.0
Self wt.  : M       0.0   104.6   116.0   514.3   938.1  1240.8  1422.4  1483.0
(Min)       V      45.6    44.0    43.8    36.9    27.7    18.4     9.2     0.0
DL-Prec.  : M       0.0    22.7    25.2   111.8   204.0   269.8   309.3   322.5
DC(Max)     V       9.9     9.6     9.5     8.0     6.0     4.0     2.0     0.0
DL-Prec.  : M       0.0    16.4    18.2    80.5   146.9   194.3   222.7   232.2
DC(Min)     V       7.1     6.9     6.9     5.8     4.3     2.9     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   170.1   188.7   836.8  1526.4  2019.0  2314.5  2413.0
Haunch (Max)V      74.2    71.6    71.3    60.0    45.0    30.0    15.0     0.0
Deck +    : M       0.0   122.5   135.9   602.5  1099.0  1453.7  1666.4  1737.4
Haunch (Min)V      53.5    51.5    51.3    43.2    32.4    21.6    10.8     0.0
Diaphragm : M       0.0     1.5     1.6     7.8    16.0    24.2    28.1    28.1
(Max)       V       0.6     0.6     0.6     0.6     0.6     0.6     0.0     0.0
Diaphragm : M       0.0     1.1     1.2     5.6    11.5    17.4    20.3    20.3
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    55.1    61.1   271.1   494.4   654.0   749.7   781.6
DC(Max)     V      24.1    23.2    23.1    19.4    14.6     9.7     4.9     0.0
DL-Comp   : M       0.0    39.7    44.0   195.2   356.0   470.9   539.8   562.8
DC(Min)     V      17.3    16.7    16.6    14.0    10.5     7.0     3.5     0.0
DL-Comp   : M       0.0    36.5    40.5   179.5   327.4   433.0   496.4   517.5
DW(Max)     V      15.9    15.4    15.3    12.9     9.7     6.4     3.2     0.0
DL-Comp   : M       0.0    15.8    17.5    77.8   141.9   187.6   215.1   224.3
DW(Min)     V       6.9     6.7     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   363.4   403.0  1779.5  3223.5  4225.7  4823.6  4995.5
            V     266.9   260.2   259.5   231.0   194.2   157.5   105.9    69.2
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   266.9   260.2   259.5   231.2   197.1   164.8   134.1   105.2
            M       0.0   358.5   397.5  1719.9  3011.5  3808.6  4151.2  4079.3
Total     : M+      0.0   794.5   881.3  3900.8  7094.7  9349.1 10697.2 11117.9
            V     455.1   441.6   440.1   383.2   308.5   233.9   143.8    69.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   455.1   441.7   440.2   383.4   311.4   241.2   172.0   105.2
            M       0.0   789.7   875.8  3841.3  6882.6  8931.9 10024.8 10201.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.41  127.67  130.00
Self wt.  : M    1975.6  1723.3  1302.9   714.3   161.1   145.2     0.0
(Max)       V      12.8    25.6    38.4    51.2    60.8    61.1    63.4
Self wt.  : M    1422.4  1240.8   938.1   514.3   116.0   104.6     0.0
(Min)       V       9.2    18.4    27.7    36.9    43.8    44.0    45.6
DL-Prec.  : M     309.3   269.8   204.0   111.8    25.2    22.7     0.0
DC(Max)     V       2.0     4.0     6.0     8.0     9.5     9.6     9.9
DL-Prec.  : M     222.7   194.3   146.9    80.5    18.2    16.4     0.0
DC(Min)     V       1.4     2.9     4.3     5.8     6.9     6.9     7.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2314.5  2019.0  1526.4   836.8   188.7   170.1     0.0
Haunch (Max)V      15.0    30.0    45.0    60.0    71.3    71.6    74.2
Deck +    : M    1666.4  1453.7  1099.0   602.5   135.9   122.5     0.0
Haunch (Min)V      10.8    21.6    32.4    43.2    51.3    51.5    53.5
Diaphragm : M      28.1    24.2    16.0     7.8     1.6     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      20.3    17.4    11.5     5.6     1.2     1.1     0.0
(Min)       V       0.0     0.4     0.4     0.4     0.4     0.4     0.4
DL-Comp   : M     749.7   654.0   494.4   271.1    61.1    55.1     0.0
DC(Max)     V       4.9     9.7    14.6    19.4    23.1    23.2    24.1
DL-Comp   : M     539.8   470.9   356.0   195.2    44.0    39.7     0.0
DC(Min)     V       3.5     7.0    10.5    14.0    16.6    16.7    17.3
DL-Comp   : M     496.4   433.0   327.4   179.5    40.5    36.5     0.0
DW(Max)     V       3.2     6.4     9.7    12.9    15.3    15.4    15.9
DL-Comp   : M     215.1   187.6   141.9    77.8    17.5    15.8     0.0
DW(Min)     V       1.4     2.8     4.2     5.6     6.6     6.7     6.9
LL + I    : M+   4823.6  4225.7  3223.5  1779.5   403.0   363.4     0.0
            V     105.9   157.5   194.2   231.0   259.5   260.2   266.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   134.1   164.8   197.1   231.2   259.5   260.2   266.9
            M    4151.2  3808.6  3011.5  1719.9   397.5   358.5    -0.0
Total     : M+  10697.2  9349.1  7094.7  3900.8   881.3   794.5     0.0
            V     143.8   233.9   308.5   383.2   440.1   441.6   455.1
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   172.0   241.2   311.4   383.4   440.2   441.7   455.1
            M   10024.8  8931.9  6882.6  3841.3   875.8   789.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               63.4             63.4
Deck+Haunch            74.2             74.2
Diaphragm               0.6              0.6
DL-Prec.(DC)            9.9              9.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          120.3            120.3
DL-Comp.(DW)           79.6             79.6
Live                  189.8            189.8
        Truck         117.0            117.0
        Lane           72.8             72.8
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    2.59   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   116.2   128.9   571.4  1042.3  1378.7  1580.5  1647.8
(Max)       V      50.7    48.9    48.7    41.0    30.7    20.5    10.2     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    18.2    20.2    89.5   163.2   215.8   247.4   258.0
DC(Max)     V       7.9     7.7     7.6     6.4     4.8     3.2     1.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   136.1   151.0   669.5  1221.1  1615.2  1851.6  1930.4
Haunch (Max)V      59.4    57.3    57.0    48.0    36.0    24.0    12.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     1.2     1.3     6.2    12.8    19.4    22.5    22.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
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    44.1    48.9   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.5    15.5    11.7     7.8     3.9     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    24.3    27.0   119.7   218.2   288.7   330.9   345.0
DW(Max)     V      10.6    10.2    10.2     8.6     6.4     4.3     2.1     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   133.2   147.7   646.0  1152.0  1505.7  1696.8  1708.7
            V     116.5   114.0   113.7   103.0    89.4    67.5    54.0    40.4
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   116.5   114.0   113.7   103.0    89.4    75.9    62.3    48.8
            M       0.0   133.2   147.7   646.0  1152.0  1478.8  1626.5  1595.0
Total     : M+      0.0   473.2   524.9  2319.1  4205.2  5546.6  6329.5  6537.7
            V     264.9   257.1   256.2   223.0   179.6   127.8    83.9    40.4
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   264.9   257.1   256.2   223.0   179.6   136.1    92.2    48.8
            M       0.0   473.2   524.9  2319.1  4205.2  5519.7  6259.2  6424.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.41  127.67  130.00
Self wt.  : M    1580.5  1378.7  1042.3   571.4   128.9   116.2     0.0
(Max)       V      10.2    20.5    30.7    41.0    48.7    48.9    50.7
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     247.4   215.8   163.2    89.5    20.2    18.2     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.6     7.7     7.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1851.6  1615.2  1221.1   669.5   151.0   136.1     0.0
Haunch (Max)V      12.0    24.0    36.0    48.0    57.0    57.3    59.4
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      22.5    19.4    12.8     6.2     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
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     599.8   523.2   395.6   216.9    48.9    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.5    18.5    19.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     330.9   288.7   218.2   119.7    27.0    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.2    10.2    10.6
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+   1696.8  1505.7  1152.0   646.0   147.7   133.2     0.0
            V      54.0    67.5    89.4   103.0   113.7   114.0   116.5
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    62.3    75.9    89.4   103.0   113.7   114.0   116.5
            M    1626.5  1478.8  1152.0   646.0   147.7   133.2     0.0
Total     : M+   6329.5  5546.6  4205.2  2319.1   524.9   473.2     0.0
            V      83.9   127.8   179.6   223.0   256.2   257.1   264.9
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    92.2   136.1   179.6   223.0   256.2   257.1   264.9
            M    6259.2  5519.7  4205.2  2319.1   524.9   473.2     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.13   26.27   39.40   52.53   65.67
 
Beam-Self
Precast-top    0.186   0.746   1.319   1.719   1.949   2.031 
Bottom        -0.148  -0.587  -1.028  -1.326  -1.488  -1.550 
 
Prestress
Precast-top    0.372  -0.042  -0.490  -0.927  -1.353  -1.353 
Bottom         4.679   5.162   5.487   5.798   6.093   6.093 
 
Total
Precast-top    0.558   0.704   0.829   0.792   0.596   0.678 
Bottom         4.531   4.575   4.460   4.472   4.605   4.543 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.03 %)
             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    2.59   12.47   25.60   38.73   51.87   65.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.022   0.096   0.174   0.229   0.261   0.272 
Precast-top    0.092   0.672   0.703   1.690   2.713   3.324   3.525   3.723 
Bottom         0.941   3.710   3.682   2.923   1.993   1.436   1.239   1.070 
 

 
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   13.13   26.27   39.40   52.53   65.67
 
Beam-Self
Precast-top    0.186   0.746   1.319   1.719   1.949   2.031 
Bottom        -0.148  -0.587  -1.028  -1.326  -1.488  -1.550 
 
Prestress
Precast-top    0.372  -0.042  -0.490  -0.927  -1.353  -1.353 
Bottom         4.679   5.162   5.487   5.798   6.093   6.093 
 
Total
Precast-top    0.558   0.704   0.829   0.792   0.596   0.678 
Bottom         4.531   4.575   4.460   4.472   4.605   4.543 
 
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 = 14.03 %)
             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    2.59   12.47   25.60   38.73   51.87   65.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   12.47   25.60   38.73   51.87   65.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.048   0.053   0.232   0.414   0.539   0.606   0.615 
Precast-top    0.046   0.368   0.386   0.998   1.629   2.016   2.160   2.262 
Bottom         0.470   1.767   1.744   1.041   0.254  -0.243  -0.451  -0.544 
 

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
    455.1    6.5   57.6    1.266   5.9   6.00e-3 50.0    469.1     1.959    3.840      0.00
      0.0    1.2   57.1     42.0 0.150      30.7 0.87    12.00     0.123    1.662 
Transfer:   3.00
    441.7    6.5   57.6    5.698  26.4  -0.06e-3 28.8    293.7     0.586    2.112      0.00
    789.7    5.1   55.1    189.0 0.144     170.7 5.03    12.00     0.123    1.696 
Critical:   5.23
    428.7    6.5   57.6    6.483  26.4  -0.10e-3 28.6    274.6     0.548    1.760      0.00
   1474.7    5.8   54.8    189.0 0.140     175.4 5.20    12.00     0.123    1.737 
0.1L    :  13.13
    383.4    6.5   56.5    9.531  26.4  -0.13e-3 28.5    227.2     0.471    0.827      0.00
   3841.3    8.2   52.4    189.0 0.130     172.4 5.33    12.00     0.123    1.402 
0.2L    :  26.27
    311.4    6.5   52.9   11.718  26.4  -0.05e-3 28.8    169.3     0.382    0.620      0.00
   6882.6    8.4   48.7    189.0 0.112     150.3 5.01    24.00     0.123    1.304 
0.3L    :  39.40
    241.2    6.5   55.0   11.718  26.4   0.33e-3 30.1    120.9     0.276    0.413      0.00
   8931.9    8.4   50.8    189.0 0.081     120.6 3.85    24.00     0.123    1.223 
0.4L    :  52.53
    172.0    6.5   57.1   11.718   0.0   0.69e-3 31.4     88.1     0.204    0.413      0.00
  10024.8    8.5   52.9    189.0 0.062     103.0 3.16    24.00     0.123    1.475 
0.5L    :  65.67
    105.2    6.5   57.1   11.718   0.0   0.61e-3 31.1      9.6     0.123    0.413      0.00
  10201.7    8.5   52.9    189.0 0.038     107.2 3.29    24.00     0.123    2.466 
0.6L    :  78.80
    172.0    6.5   57.1   11.718   0.0   0.69e-3 31.4     88.1     0.204    0.413      0.00
  10024.8    8.5   52.9    189.0 0.062     103.0 3.16    24.00     0.123    1.475 
0.7L    :  91.93
    241.2    6.5   55.0   11.718  26.4   0.33e-3 30.1    120.9     0.276    0.413      0.00
   8931.9    8.4   50.8    189.0 0.081     120.6 3.85    24.00     0.123    1.223 
0.8L    : 105.07
    311.4    6.5   52.9   11.718  26.4  -0.05e-3 28.8    169.3     0.382    0.620      0.00
   6882.6    8.4   48.7    189.0 0.112     150.3 5.01    24.00     0.123    1.304 
0.9L    : 118.20
    383.4    6.5   56.5    9.531  26.4  -0.13e-3 28.5    227.2     0.471    0.827      0.00
   3841.3    8.2   52.4    189.0 0.130     172.4 5.33    12.00     0.123    1.402 
Critical: 126.10
    428.7    6.5   57.6    6.483  26.4  -0.10e-3 28.6    274.6     0.548    1.760      0.00
   1474.7    5.8   54.8    189.0 0.140     175.4 5.20    12.00     0.123    1.737 
Transfer: 128.33
    441.7    6.5   57.6    5.698  26.4  -0.06e-3 28.8    293.7     0.586    2.112      0.00
    789.7    5.1   55.1    189.0 0.144     170.7 5.03    12.00     0.123    1.696 
Bearing : 130.67
    455.1    6.5   57.6    1.266   5.9   6.00e-3 50.0    469.1     1.959    3.840      0.00
      0.0    1.2   57.1     42.0 0.150      30.7 0.87    12.00     0.123    1.662 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 2212.36
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    4.42
 
 
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
    455.1      8.86     57.65    1.17       57.07    24.00      0.300      2.204      0.092      3.840 
Transfer:      2.33
    441.7      8.91     57.65    5.12       55.09    24.00      0.300      2.219      0.102      2.112 
Critical:      4.56
    428.8      8.70     57.65    5.79       54.75    24.00      0.300      2.151      0.061      1.760 
0.1L    :     12.47
    383.4      8.13     56.50    8.16       52.42    24.00      0.300      1.959      0.000      0.827 
0.2L    :     25.60
    311.4      7.10     52.92    8.39       48.72    24.00      0.300      1.617      0.000      0.620 
0.3L    :     38.73
    241.2      5.27     55.03    8.44       50.81    24.00      0.300      1.008      0.000      0.413 
0.4L    :     51.87
    172.0      3.61     57.14    8.48       52.90    24.00      0.300      0.454      0.000      0.413 
0.5L    :     65.00
    105.2      2.21     57.14    8.48       52.90    24.00      0.300      0.000      0.000      0.413 
0.6L    :     78.13
    172.0      3.61     57.14    8.48       52.90    24.00      0.300      0.454      0.000      0.413 
0.7L    :     91.27
    241.2      5.27     55.03    8.44       50.81    24.00      0.300      1.008      0.000      0.413 
0.8L    :    104.40
    311.4      7.10     52.92    8.39       48.72    24.00      0.300      1.617      0.000      0.620 
0.9L    :    117.53
    383.4      8.13     56.50    8.16       52.42    24.00      0.300      1.959      0.000      0.827 
Critical:    125.44
    428.8      8.70     57.65    5.79       54.75    24.00      0.300      2.151      0.061      1.760 
Transfer:    127.67
    441.7      8.91     57.65    5.12       55.09    24.00      0.300      2.219      0.102      2.112 
Bearing :    130.00
    455.1      8.86     57.65    1.17       57.07    24.00      0.300      2.204      0.092      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 12.47 ft
Prestress      :       2.610  1.80      4.698  2.20      5.742
Self Wt.       :      -1.061  1.85     -1.963  2.40     -2.546
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          :       1.549            2.736            3.196
 
At 0.2 x L = 25.60 ft
Prestress      :       4.688  1.80      8.438  2.20     10.313
Self Wt.       :      -1.987  1.85     -3.677  2.40     -4.770
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          :       2.701            4.762            5.544
 
At 0.3 x L = 38.73 ft
Prestress      :       6.170  1.80     11.106  2.20     13.574
Self Wt.       :      -2.690  1.85     -4.977  2.40     -6.457
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          :       3.479            6.128            7.116
 
At 0.4 x L = 51.87 ft
Prestress      :       7.008  1.80     12.614  2.20     15.417
Self Wt.       :      -3.112  1.85     -5.757  2.40     -7.468
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          :       3.896            6.857            7.949
 
At 0.5 x L = 65.00 ft
Prestress      :       7.334  1.80     13.201  2.20     16.135
Self Wt.       :      -3.268  1.85     -6.045  2.40     -7.842
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          :       4.066            7.156            8.292
 
At 0.6 x L = 78.13 ft
Prestress      :       7.008  1.80     12.614  2.20     15.417
Self Wt.       :      -3.112  1.85     -5.757  2.40     -7.468
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          :       3.896            6.857            7.949
 
At 0.7 x L = 91.27 ft
Prestress      :       6.170  1.80     11.106  2.20     13.574
Self Wt.       :      -2.690  1.85     -4.977  2.40     -6.457
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          :       3.479            6.128            7.116
 
At 0.8 x L = 104.40 ft
Prestress      :       4.688  1.80      8.438  2.20     10.313
Self Wt.       :      -1.987  1.85     -3.677  2.40     -4.770
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          :       2.701            4.762            5.544
 
At 0.9 x L = 117.53 ft
Prestress      :       2.610  1.80      4.698  2.20      5.742
Self Wt.       :      -1.061  1.85     -1.963  2.40     -2.546
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          :       1.549            2.736            3.196
 

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
   794.5    48.8  7.406  260.7    6.0   5.12   7444.9  0.027T 1.00       -       -     -     -  
H/2     :   2.59
   881.3    48.9  7.524  260.5    6.1   5.19   7560.2  0.027T 1.00       -       -     -     -  
0.1L    :  12.47
  3900.8    50.6 11.624  255.7    9.6   8.16  11562.4  0.016T 1.00   1115.1  1115.1   10.37    -  
0.2L    :  25.60
  7094.7    52.9 11.718  255.9    9.9   8.39  12229.8  0.015T 1.00    613.8   613.8   19.93    -  
0.3L    :  38.73
  9349.1    55.0 11.718  256.4    9.9   8.44  12778.2  0.015T 1.00    284.4   284.4   44.93    -  
0.4L    :  51.87
 10697.2    57.1 11.718  256.8   10.0   8.48  13327.2  0.015T 1.00    122.1   122.1  109.17    -  
0.5L    :  65.00
 11117.9    57.1 11.718  256.8   10.0   8.48  13327.2  0.015T 1.00     50.0    50.0  266.41    -  
0.6L    :  78.13
 10697.2    57.1 11.718  256.8   10.0   8.48  13327.2  0.015T 1.00    122.1   122.1  109.17    -  
0.7L    :  91.27
  9349.1    55.0 11.718  256.4    9.9   8.44  12778.2  0.015T 1.00    284.4   284.4   44.93    -  
0.8L    : 104.40
  7094.7    52.9 11.718  255.9    9.9   8.39  12229.8  0.015T 1.00    613.8   613.8   19.93    -  
0.9L    : 117.53
  3900.8    50.6 11.624  255.7    9.6   8.16  11562.4  0.016T 1.00   1115.1  1115.1   10.37    -  
H/2     : 127.41
   881.3    48.9  7.524  260.5    6.1   5.19   7560.2  0.027T 1.00       -       -     -     -  
Transfer: 127.67
   794.5    48.8  7.406  260.7    6.0   5.12   7444.9  0.027T 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 1-27; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.100    0.446
        M   2.00 Fb     0.112   -0.162
 
  2   2 E  50.00 Ft     0.416    0.724
        M  12.00 Fb     0.051   -0.191
 
  3   2 E  48.00 Ft     0.714    0.985
        M  10.00 Fb     0.005   -0.207
 
  4   2 E  46.00 Ft     0.995    1.228
        M   8.00 Fb    -0.027   -0.209
 
  5   2 E  44.00 Ft     1.259    1.454
        M   6.00 Fb    -0.046   -0.197
 
  6   2 E  42.00 Ft     1.504    1.662
        M   4.00 Fb    -0.050   -0.171
 
  7   2 E  40.00 Ft     1.733    1.853
        M   2.00 Fb    -0.041   -0.132
 
  8   2 E   8.00 Ft     1.700    1.820
        M   8.00 Fb     0.177    0.084
 
  9   2 E   8.00 Ft     1.666    1.788
        M   8.00 Fb     0.395    0.299
 
 10   2 E   8.00 Ft     1.633    1.756
        M   8.00 Fb     0.613    0.515
 
 11   2 E   6.00 Ft     1.582    1.706
        M   6.00 Fb     0.844    0.744
 
 12   2 E   6.00 Ft     1.532    1.657
        M   6.00 Fb     1.076    0.973
 
 13   2 E   6.00 Ft     1.481    1.607
        M   6.00 Fb     1.308    1.203
 
 14   2 E   6.00 Ft     1.430    1.557
        M   6.00 Fb     1.540    1.432
 
 15   2 E   6.00 Ft     1.379    1.508
        M   6.00 Fb     1.771    1.662
 
 16   2 E   6.00 Ft     1.329    1.458
        M   6.00 Fb     2.003    1.891
 
 17   2 E   4.00 Ft     1.260    1.391
        M   4.00 Fb     2.249    2.134
 
 18   2 E   4.00 Ft     1.260    1.323
        M   4.00 Fb     2.249    2.379
 
 19   2 E   4.00 Ft     1.192    1.256
        M   4.00 Fb     2.494    2.622
 
 20   2 E   4.00 Ft     1.124    1.189
        M   4.00 Fb     2.740    2.865
 
 21   2 E   4.00 Ft     1.056    1.122
        M   4.00 Fb     2.986    3.108
 
 22   2 E   4.00 Ft     0.987    1.055
        M   4.00 Fb     3.231    3.352
 
 23   2 E   2.00 Ft     0.902    0.970
        M   2.00 Fb     3.491    3.609
 
 24   2 E   2.00 Ft     0.815    0.885
        M   2.00 Fb     3.752    3.867
 
 25   2 E   2.00 Ft     0.729    0.800
        M   2.00 Fb     4.012    4.124
 
 26   2 E   2.00 Ft     0.644    0.716
        M   2.00 Fb     4.271    4.381
 
 27   2 E   2.00 Ft     0.558    0.631
        M   2.00 Fb     4.531    4.638
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 131.33            Release Length, ft: 131.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  54
No. of strands, Draped:  12           No. of strands, Straight:  42
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.0 ksi  f'ct   4.0 ksi
Initial losses: 10.12 %               Final losses: 15.34 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.605   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.558       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)                 13327.20    11117.91     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      16.67 %               OK
      Max. Debond Total                    25.00 %       3.70 %               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   0.272     Midspan
    Pre.Top:   5.400  -0.000     Bearing    4.050   3.723     Midspan
    Pre.Bot:   5.400  -0.000     Bearing    4.050   3.710    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.570  -0.000     Bearing
    Pre.Bot:  -0.570  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.600   2.262     Midspan
    Pre.Bot:                                                             3.600   1.767    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  65.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.334  1.80     13.201  2.20     16.135
Self Wt.       :      -3.268  1.85     -6.045  2.40     -7.842
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          :       4.066            7.156            8.292
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTD                              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  130.00
     DC  Line       0.087      0.00       0.087  130.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    45.00 
      0.50    85.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 131.333 ft
Release length = 131.333 ft
Design  length = 130.000 ft
 
Kern points:
------------
Upper    =   40.13 in
Lower    =   11.64 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.698   (Calculated)    
Live Moment (1  lane  loaded)  : 0.471   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.169   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.935   (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                  =        748.8 in2           1420.1 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           690292 in4#
Ht. of c.g.           =        24.64 in             40.55 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        780.0 plf           1693.8 plf   
Mom. of Inertia (Iyy) =      36372.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7652

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59    12.47    25.60    38.73    51.87    65.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    759.9    798.8    798.8    800.7    800.7    800.7    800.7    800.7
  Yb      ,  in    24.48    23.94    23.94    23.78    23.65    23.51    23.37    23.37
  MI(Ixx) , in4   287144   291758   291804   294315   297235   300587   304371   304371
Composite: (At Final, using Ec =  5575.2 ksi )
  Area    , in2   1430.4   1466.5   1466.5   1468.3   1468.3   1468.3   1468.3   1468.3
  Yb      ,  in    40.36    39.69    39.69    39.59    39.52    39.46    39.39    39.39
  MI(Ixx) , in4   697611   723360   723466   729776   735709   742056   748819   748819

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.00 ksi           4.00 ksi
  Elasticity         =    5575.24 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.40 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.05 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.57 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  54 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 52.53 ft from member end )
END PATTERN (Ycg = 13.55 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     6 @  8.000 in
     2 @ 40.000 in     2 @ 42.000 in     2 @ 44.000 in     2 @ 46.000 in
     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 5.11 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in     2 @ 12.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     6 @  8.000 in

SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
18      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
24      2     2.00 in  2.00 in   0.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.1 ksi
Total Strand Area     =   11.72 in2      Initial Pull          =     2297.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.568 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.460 ft
Holddown Force        =  30.713 kips     Beam Shrtng (PL/AE)   =      0.864 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)       
---------------------------------------------------------------------------------------
      7094.287         740 5249.772     25.294 102440.195  1569.161     831.329        
 
 
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       2.75       0.1250      1.5000    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.5000      2.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.7500      3.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      17.6670     26.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      26.6670     34.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      34.1670     97.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      97.1663    104.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00     104.6663    113.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00     113.6663    125.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     125.6663    128.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00     128.1663    128.5833    Yes
      2      US#6[M19]       60.00        0.88       3.00     128.5833    129.8333    Yes
      2      US#6[M19]       60.00        0.88       2.75     129.8333    131.2083    Yes
 
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 131.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 11.7180 in2       Ycg =  5.11 in
         P_init    =     2297.9 kips  Ecc = 19.53 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.84 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.655 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -8.14 ksi    0.00 ksi
    due to Composite Loads                                 -2.72 ksi    0.00 ksi
    due to Live Loads                                      -6.41 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                        18.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.84 ksi  (10.12 %)            10.24 ksi ( 5.22 %)
Total Prestress Losses                                    30.08 ksi (15.34 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 166.0 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 : 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    2.59   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   116.2   128.9   571.4  1042.3  1378.7  1580.5  1647.8
(Max)       V      50.7    48.9    48.7    41.0    30.7    20.5    10.2     0.0
DL-Prec.  : M       0.0    18.2    20.2    89.5   163.2   215.8   247.4   258.0
DC(Max)     V       7.9     7.7     7.6     6.4     4.8     3.2     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
Deck +    : M       0.0   136.1   151.0   669.5  1221.1  1615.2  1851.6  1930.4
Haunch (Max)V      59.4    57.3    57.0    48.0    36.0    24.0    12.0     0.0
Diaphragm : M       0.0     1.2     1.3     6.2    12.8    19.4    22.5    22.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    44.1    48.9   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.5    15.5    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    24.3    27.0   119.7   218.2   288.7   330.9   345.0
DW(Max)     V      10.6    10.2    10.2     8.6     6.4     4.3     2.1     0.0
LL + I    : M+      0.0   207.6   230.3  1016.9  1842.0  2414.7  2756.3  2854.6
            V     152.5   148.7   148.3   132.0   111.0    90.0    60.5    39.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   152.5   148.7   148.3   132.1   112.6    94.2    76.6    60.1
            M       0.0   204.9   227.1   982.8  1720.9  2176.3  2372.1  2331.0
Total     : M+      0.0   547.7   607.5  2690.0  4895.3  6455.6  7389.1  7683.5
            V     300.9   291.8   290.8   252.0   201.1   150.2    90.4    39.5
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   300.9   291.8   290.8   252.1   202.8   154.4   106.5    60.1
            M       0.0   544.9   604.4  2655.9  4774.1  6217.3  7004.8  7159.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.41  127.67  130.00
Self wt.  : M    1580.5  1378.7  1042.3   571.4   128.9   116.2     0.0
(Max)       V      10.2    20.5    30.7    41.0    48.7    48.9    50.7
DL-Prec.  : M     247.4   215.8   163.2    89.5    20.2    18.2     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.6     7.7     7.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1851.6  1615.2  1221.1   669.5   151.0   136.1     0.0
Haunch (Max)V      12.0    24.0    36.0    48.0    57.0    57.3    59.4
Diaphragm : M      22.5    19.4    12.8     6.2     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     599.8   523.2   395.6   216.9    48.9    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.5    18.5    19.2
DL-Comp   : M     330.9   288.7   218.2   119.7    27.0    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.2    10.2    10.6
LL + I    : M+   2756.3  2414.7  1842.0  1016.9   230.3   207.6     0.0
            V      60.5    90.0   111.0   132.0   148.3   148.7   152.5
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    76.6    94.2   112.6   132.1   148.3   148.7   152.5
            M    2372.1  2176.3  1720.9   982.8   227.1   204.9    -0.0
Total     : M+   7389.1  6455.6  4895.3  2690.0   607.5   547.7     0.0
            V      90.4   150.2   201.1   252.0   290.8   291.8   300.9
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   106.5   154.4   202.8   252.1   290.8   291.8   300.9
            M    7004.8  6217.3  4774.1  2655.9   604.4   544.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               50.7             50.7
Deck+Haunch            59.4             59.4
Diaphragm               0.5              0.5
DL-Prec.(DC)            7.9              7.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           96.2             96.2
DL-Comp.(DW)           53.1             53.1
Live                  108.4            108.4
        Truck          66.8             66.8
        Lane           41.6             41.6
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    2.59   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   116.2   128.9   571.4  1042.3  1378.7  1580.5  1647.8
(Max)       V      50.7    48.9    48.7    41.0    30.7    20.5    10.2     0.0
DL-Prec.  : M       0.0    18.2    20.2    89.5   163.2   215.8   247.4   258.0
DC(Max)     V       7.9     7.7     7.6     6.4     4.8     3.2     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
Deck +    : M       0.0   136.1   151.0   669.5  1221.1  1615.2  1851.6  1930.4
Haunch (Max)V      59.4    57.3    57.0    48.0    36.0    24.0    12.0     0.0
Diaphragm : M       0.0     1.2     1.3     6.2    12.8    19.4    22.5    22.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    44.1    48.9   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.5    15.5    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    24.3    27.0   119.7   218.2   288.7   330.9   345.0
DW(Max)     V      10.6    10.2    10.2     8.6     6.4     4.3     2.1     0.0
LL + I    : M+      0.0   166.1   184.2   813.5  1473.6  1931.8  2205.1  2283.6
            V     122.0   119.0   118.6   105.6    88.8    72.0    48.4    31.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   122.0   119.0   118.6   105.7    90.1    75.3    61.3    48.1
            M       0.0   163.9   181.7   786.3  1376.7  1741.1  1897.7  1864.8
Total     : M+      0.0   506.2   561.5  2486.6  4526.9  5972.7  6837.8  7112.6
            V     270.4   262.0   261.1   225.6   178.9   132.2    78.3    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   270.4   262.1   261.1   225.7   180.3   135.6    91.2    48.1
            M       0.0   503.9   558.9  2459.4  4429.9  5782.0  6530.4  6693.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.41  127.67  130.00
Self wt.  : M    1580.5  1378.7  1042.3   571.4   128.9   116.2     0.0
(Max)       V      10.2    20.5    30.7    41.0    48.7    48.9    50.7
DL-Prec.  : M     247.4   215.8   163.2    89.5    20.2    18.2     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.6     7.7     7.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1851.6  1615.2  1221.1   669.5   151.0   136.1     0.0
Haunch (Max)V      12.0    24.0    36.0    48.0    57.0    57.3    59.4
Diaphragm : M      22.5    19.4    12.8     6.2     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     599.8   523.2   395.6   216.9    48.9    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.5    18.5    19.2
DL-Comp   : M     330.9   288.7   218.2   119.7    27.0    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.2    10.2    10.6
LL + I    : M+   2205.1  1931.8  1473.6   813.5   184.2   166.1     0.0
            V      48.4    72.0    88.8   105.6   118.6   119.0   122.0
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    61.3    75.3    90.1   105.7   118.6   119.0   122.0
            M    1897.7  1741.1  1376.7   786.3   181.7   163.9    -0.0
Total     : M+   6837.8  5972.7  4526.9  2486.6   561.5   506.2     0.0
            V      78.3   132.2   178.9   225.6   261.1   262.0   270.4
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    91.2   135.6   180.3   225.7   261.1   262.1   270.4
            M    6530.4  5782.0  4429.9  2459.4   558.9   503.9    -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    2.59   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   145.2   161.1   714.3  1302.9  1723.3  1975.6  2059.7
(Max)       V      63.4    61.1    60.8    51.2    38.4    25.6    12.8     0.0
Self wt.  : M       0.0   104.6   116.0   514.3   938.1  1240.8  1422.4  1483.0
(Min)       V      45.6    44.0    43.8    36.9    27.7    18.4     9.2     0.0
DL-Prec.  : M       0.0    22.7    25.2   111.8   204.0   269.8   309.3   322.5
DC(Max)     V       9.9     9.6     9.5     8.0     6.0     4.0     2.0     0.0
DL-Prec.  : M       0.0    16.4    18.2    80.5   146.9   194.3   222.7   232.2
DC(Min)     V       7.1     6.9     6.9     5.8     4.3     2.9     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   170.1   188.7   836.8  1526.4  2019.0  2314.5  2413.0
Haunch (Max)V      74.2    71.6    71.3    60.0    45.0    30.0    15.0     0.0
Deck +    : M       0.0   122.5   135.9   602.5  1099.0  1453.7  1666.4  1737.4
Haunch (Min)V      53.5    51.5    51.3    43.2    32.4    21.6    10.8     0.0
Diaphragm : M       0.0     1.5     1.6     7.8    16.0    24.2    28.1    28.1
(Max)       V       0.6     0.6     0.6     0.6     0.6     0.6     0.0     0.0
Diaphragm : M       0.0     1.1     1.2     5.6    11.5    17.4    20.3    20.3
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    55.1    61.1   271.1   494.4   654.0   749.7   781.6
DC(Max)     V      24.1    23.2    23.1    19.4    14.6     9.7     4.9     0.0
DL-Comp   : M       0.0    39.7    44.0   195.2   356.0   470.9   539.8   562.8
DC(Min)     V      17.3    16.7    16.6    14.0    10.5     7.0     3.5     0.0
DL-Comp   : M       0.0    36.5    40.5   179.5   327.4   433.0   496.4   517.5
DW(Max)     V      15.9    15.4    15.3    12.9     9.7     6.4     3.2     0.0
DL-Comp   : M       0.0    15.8    17.5    77.8   141.9   187.6   215.1   224.3
DW(Min)     V       6.9     6.7     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   363.4   403.0  1779.5  3223.5  4225.7  4823.6  4995.5
            V     266.9   260.2   259.5   231.0   194.2   157.5   105.9    69.2
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   266.9   260.2   259.5   231.2   197.1   164.8   134.1   105.2
            M       0.0   358.5   397.5  1719.9  3011.5  3808.6  4151.2  4079.3
Total     : M+      0.0   794.5   881.3  3900.8  7094.7  9349.1 10697.2 11117.9
            V     455.1   441.6   440.1   383.2   308.5   233.9   143.8    69.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   455.1   441.7   440.2   383.4   311.4   241.2   172.0   105.2
            M       0.0   789.7   875.8  3841.3  6882.6  8931.9 10024.8 10201.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.41  127.67  130.00
Self wt.  : M    1975.6  1723.3  1302.9   714.3   161.1   145.2     0.0
(Max)       V      12.8    25.6    38.4    51.2    60.8    61.1    63.4
Self wt.  : M    1422.4  1240.8   938.1   514.3   116.0   104.6     0.0
(Min)       V       9.2    18.4    27.7    36.9    43.8    44.0    45.6
DL-Prec.  : M     309.3   269.8   204.0   111.8    25.2    22.7     0.0
DC(Max)     V       2.0     4.0     6.0     8.0     9.5     9.6     9.9
DL-Prec.  : M     222.7   194.3   146.9    80.5    18.2    16.4     0.0
DC(Min)     V       1.4     2.9     4.3     5.8     6.9     6.9     7.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2314.5  2019.0  1526.4   836.8   188.7   170.1     0.0
Haunch (Max)V      15.0    30.0    45.0    60.0    71.3    71.6    74.2
Deck +    : M    1666.4  1453.7  1099.0   602.5   135.9   122.5     0.0
Haunch (Min)V      10.8    21.6    32.4    43.2    51.3    51.5    53.5
Diaphragm : M      28.1    24.2    16.0     7.8     1.6     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      20.3    17.4    11.5     5.6     1.2     1.1     0.0
(Min)       V       0.0     0.4     0.4     0.4     0.4     0.4     0.4
DL-Comp   : M     749.7   654.0   494.4   271.1    61.1    55.1     0.0
DC(Max)     V       4.9     9.7    14.6    19.4    23.1    23.2    24.1
DL-Comp   : M     539.8   470.9   356.0   195.2    44.0    39.7     0.0
DC(Min)     V       3.5     7.0    10.5    14.0    16.6    16.7    17.3
DL-Comp   : M     496.4   433.0   327.4   179.5    40.5    36.5     0.0
DW(Max)     V       3.2     6.4     9.7    12.9    15.3    15.4    15.9
DL-Comp   : M     215.1   187.6   141.9    77.8    17.5    15.8     0.0
DW(Min)     V       1.4     2.8     4.2     5.6     6.6     6.7     6.9
LL + I    : M+   4823.6  4225.7  3223.5  1779.5   403.0   363.4     0.0
            V     105.9   157.5   194.2   231.0   259.5   260.2   266.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   134.1   164.8   197.1   231.2   259.5   260.2   266.9
            M    4151.2  3808.6  3011.5  1719.9   397.5   358.5    -0.0
Total     : M+  10697.2  9349.1  7094.7  3900.8   881.3   794.5     0.0
            V     143.8   233.9   308.5   383.2   440.1   441.6   455.1
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   172.0   241.2   311.4   383.4   440.2   441.7   455.1
            M   10024.8  8931.9  6882.6  3841.3   875.8   789.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               63.4             63.4
Deck+Haunch            74.2             74.2
Diaphragm               0.6              0.6
DL-Prec.(DC)            9.9              9.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          120.3            120.3
DL-Comp.(DW)           79.6             79.6
Live                  189.8            189.8
        Truck         117.0            117.0
        Lane           72.8             72.8
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    2.59   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   116.2   128.9   571.4  1042.3  1378.7  1580.5  1647.8
(Max)       V      50.7    48.9    48.7    41.0    30.7    20.5    10.2     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    18.2    20.2    89.5   163.2   215.8   247.4   258.0
DC(Max)     V       7.9     7.7     7.6     6.4     4.8     3.2     1.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   136.1   151.0   669.5  1221.1  1615.2  1851.6  1930.4
Haunch (Max)V      59.4    57.3    57.0    48.0    36.0    24.0    12.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     1.2     1.3     6.2    12.8    19.4    22.5    22.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
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    44.1    48.9   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.5    15.5    11.7     7.8     3.9     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    24.3    27.0   119.7   218.2   288.7   330.9   345.0
DW(Max)     V      10.6    10.2    10.2     8.6     6.4     4.3     2.1     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   133.2   147.7   646.0  1152.0  1505.7  1696.8  1708.7
            V     116.5   114.0   113.7   103.0    89.4    67.5    54.0    40.4
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   116.5   114.0   113.7   103.0    89.4    75.9    62.3    48.8
            M       0.0   133.2   147.7   646.0  1152.0  1478.8  1626.5  1595.0
Total     : M+      0.0   473.2   524.9  2319.1  4205.2  5546.6  6329.5  6537.7
            V     264.9   257.1   256.2   223.0   179.6   127.8    83.9    40.4
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   264.9   257.1   256.2   223.0   179.6   136.1    92.2    48.8
            M       0.0   473.2   524.9  2319.1  4205.2  5519.7  6259.2  6424.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.41  127.67  130.00
Self wt.  : M    1580.5  1378.7  1042.3   571.4   128.9   116.2     0.0
(Max)       V      10.2    20.5    30.7    41.0    48.7    48.9    50.7
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     247.4   215.8   163.2    89.5    20.2    18.2     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.6     7.7     7.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1851.6  1615.2  1221.1   669.5   151.0   136.1     0.0
Haunch (Max)V      12.0    24.0    36.0    48.0    57.0    57.3    59.4
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      22.5    19.4    12.8     6.2     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
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     599.8   523.2   395.6   216.9    48.9    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.5    18.5    19.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     330.9   288.7   218.2   119.7    27.0    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.2    10.2    10.6
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+   1696.8  1505.7  1152.0   646.0   147.7   133.2     0.0
            V      54.0    67.5    89.4   103.0   113.7   114.0   116.5
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    62.3    75.9    89.4   103.0   113.7   114.0   116.5
            M    1626.5  1478.8  1152.0   646.0   147.7   133.2     0.0
Total     : M+   6329.5  5546.6  4205.2  2319.1   524.9   473.2     0.0
            V      83.9   127.8   179.6   223.0   256.2   257.1   264.9
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    92.2   136.1   179.6   223.0   256.2   257.1   264.9
            M    6259.2  5519.7  4205.2  2319.1   524.9   473.2     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.13   26.27   39.40   52.53   65.67
 
Beam-Self
Precast-top    0.186   0.746   1.319   1.719   1.949   2.031 
Bottom        -0.148  -0.587  -1.028  -1.326  -1.488  -1.550 
 
Prestress
Precast-top    0.372  -0.042  -0.490  -0.927  -1.353  -1.353 
Bottom         4.679   5.162   5.487   5.798   6.093   6.093 
 
Total
Precast-top    0.558   0.704   0.829   0.792   0.596   0.678 
Bottom         4.531   4.575   4.460   4.472   4.605   4.543 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.03 %)
             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    2.59   12.47   25.60   38.73   51.87   65.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.022   0.096   0.174   0.229   0.261   0.272 
Precast-top    0.092   0.672   0.703   1.690   2.713   3.324   3.525   3.723 
Bottom         0.941   3.710   3.682   2.923   1.993   1.436   1.239   1.070 
 

 
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   13.13   26.27   39.40   52.53   65.67
 
Beam-Self
Precast-top    0.186   0.746   1.319   1.719   1.949   2.031 
Bottom        -0.148  -0.587  -1.028  -1.326  -1.488  -1.550 
 
Prestress
Precast-top    0.372  -0.042  -0.490  -0.927  -1.353  -1.353 
Bottom         4.679   5.162   5.487   5.798   6.093   6.093 
 
Total
Precast-top    0.558   0.704   0.829   0.792   0.596   0.678 
Bottom         4.531   4.575   4.460   4.472   4.605   4.543 
 
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 = 14.03 %)
             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    2.59   12.47   25.60   38.73   51.87   65.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   12.47   25.60   38.73   51.87   65.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.048   0.053   0.232   0.414   0.539   0.606   0.615 
Precast-top    0.046   0.368   0.386   0.998   1.629   2.016   2.160   2.262 
Bottom         0.470   1.767   1.744   1.041   0.254  -0.243  -0.451  -0.544 
 

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
    455.1    6.5   57.6    1.266   5.9   6.00e-3 50.0    469.1     1.959    3.840      0.00
      0.0    1.2   57.1     42.0 0.150      30.7 0.87    12.00     0.123    1.662 
Transfer:   3.00
    441.7    6.5   57.6    5.698  26.4  -0.06e-3 28.8    293.7     0.586    2.112      0.00
    789.7    5.1   55.1    189.0 0.144     170.7 5.03    12.00     0.123    1.696 
Critical:   5.23
    428.7    6.5   57.6    6.483  26.4  -0.10e-3 28.6    274.6     0.548    1.760      0.00
   1474.7    5.8   54.8    189.0 0.140     175.4 5.20    12.00     0.123    1.737 
0.1L    :  13.13
    383.4    6.5   56.5    9.531  26.4  -0.13e-3 28.5    227.2     0.471    0.827      0.00
   3841.3    8.2   52.4    189.0 0.130     172.4 5.33    12.00     0.123    1.402 
0.2L    :  26.27
    311.4    6.5   52.9   11.718  26.4  -0.05e-3 28.8    169.3     0.382    0.620      0.00
   6882.6    8.4   48.7    189.0 0.112     150.3 5.01    24.00     0.123    1.304 
0.3L    :  39.40
    241.2    6.5   55.0   11.718  26.4   0.33e-3 30.1    120.9     0.276    0.413      0.00
   8931.9    8.4   50.8    189.0 0.081     120.6 3.85    24.00     0.123    1.223 
0.4L    :  52.53
    172.0    6.5   57.1   11.718   0.0   0.69e-3 31.4     88.1     0.204    0.413      0.00
  10024.8    8.5   52.9    189.0 0.062     103.0 3.16    24.00     0.123    1.475 
0.5L    :  65.67
    105.2    6.5   57.1   11.718   0.0   0.61e-3 31.1      9.6     0.123    0.413      0.00
  10201.7    8.5   52.9    189.0 0.038     107.2 3.29    24.00     0.123    2.466 
0.6L    :  78.80
    172.0    6.5   57.1   11.718   0.0   0.69e-3 31.4     88.1     0.204    0.413      0.00
  10024.8    8.5   52.9    189.0 0.062     103.0 3.16    24.00     0.123    1.475 
0.7L    :  91.93
    241.2    6.5   55.0   11.718  26.4   0.33e-3 30.1    120.9     0.276    0.413      0.00
   8931.9    8.4   50.8    189.0 0.081     120.6 3.85    24.00     0.123    1.223 
0.8L    : 105.07
    311.4    6.5   52.9   11.718  26.4  -0.05e-3 28.8    169.3     0.382    0.620      0.00
   6882.6    8.4   48.7    189.0 0.112     150.3 5.01    24.00     0.123    1.304 
0.9L    : 118.20
    383.4    6.5   56.5    9.531  26.4  -0.13e-3 28.5    227.2     0.471    0.827      0.00
   3841.3    8.2   52.4    189.0 0.130     172.4 5.33    12.00     0.123    1.402 
Critical: 126.10
    428.7    6.5   57.6    6.483  26.4  -0.10e-3 28.6    274.6     0.548    1.760      0.00
   1474.7    5.8   54.8    189.0 0.140     175.4 5.20    12.00     0.123    1.737 
Transfer: 128.33
    441.7    6.5   57.6    5.698  26.4  -0.06e-3 28.8    293.7     0.586    2.112      0.00
    789.7    5.1   55.1    189.0 0.144     170.7 5.03    12.00     0.123    1.696 
Bearing : 130.67
    455.1    6.5   57.6    1.266   5.9   6.00e-3 50.0    469.1     1.959    3.840      0.00
      0.0    1.2   57.1     42.0 0.150      30.7 0.87    12.00     0.123    1.662 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 2212.36
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    4.42
 
 
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
    455.1      8.86     57.65    1.17       57.07    24.00      0.300      2.204      0.092      3.840 
Transfer:      2.33
    441.7      8.91     57.65    5.12       55.09    24.00      0.300      2.219      0.102      2.112 
Critical:      4.56
    428.8      8.70     57.65    5.79       54.75    24.00      0.300      2.151      0.061      1.760 
0.1L    :     12.47
    383.4      8.13     56.50    8.16       52.42    24.00      0.300      1.959      0.000      0.827 
0.2L    :     25.60
    311.4      7.10     52.92    8.39       48.72    24.00      0.300      1.617      0.000      0.620 
0.3L    :     38.73
    241.2      5.27     55.03    8.44       50.81    24.00      0.300      1.008      0.000      0.413 
0.4L    :     51.87
    172.0      3.61     57.14    8.48       52.90    24.00      0.300      0.454      0.000      0.413 
0.5L    :     65.00
    105.2      2.21     57.14    8.48       52.90    24.00      0.300      0.000      0.000      0.413 
0.6L    :     78.13
    172.0      3.61     57.14    8.48       52.90    24.00      0.300      0.454      0.000      0.413 
0.7L    :     91.27
    241.2      5.27     55.03    8.44       50.81    24.00      0.300      1.008      0.000      0.413 
0.8L    :    104.40
    311.4      7.10     52.92    8.39       48.72    24.00      0.300      1.617      0.000      0.620 
0.9L    :    117.53
    383.4      8.13     56.50    8.16       52.42    24.00      0.300      1.959      0.000      0.827 
Critical:    125.44
    428.8      8.70     57.65    5.79       54.75    24.00      0.300      2.151      0.061      1.760 
Transfer:    127.67
    441.7      8.91     57.65    5.12       55.09    24.00      0.300      2.219      0.102      2.112 
Bearing :    130.00
    455.1      8.86     57.65    1.17       57.07    24.00      0.300      2.204      0.092      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 12.47 ft
Prestress      :       2.610  1.80      4.698  2.20      5.742
Self Wt.       :      -1.061  1.85     -1.963  2.40     -2.546
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          :       1.549            2.736            3.196
 
At 0.2 x L = 25.60 ft
Prestress      :       4.688  1.80      8.438  2.20     10.313
Self Wt.       :      -1.987  1.85     -3.677  2.40     -4.770
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          :       2.701            4.762            5.544
 
At 0.3 x L = 38.73 ft
Prestress      :       6.170  1.80     11.106  2.20     13.574
Self Wt.       :      -2.690  1.85     -4.977  2.40     -6.457
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          :       3.479            6.128            7.116
 
At 0.4 x L = 51.87 ft
Prestress      :       7.008  1.80     12.614  2.20     15.417
Self Wt.       :      -3.112  1.85     -5.757  2.40     -7.468
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          :       3.896            6.857            7.949
 
At 0.5 x L = 65.00 ft
Prestress      :       7.334  1.80     13.201  2.20     16.135
Self Wt.       :      -3.268  1.85     -6.045  2.40     -7.842
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          :       4.066            7.156            8.292
 
At 0.6 x L = 78.13 ft
Prestress      :       7.008  1.80     12.614  2.20     15.417
Self Wt.       :      -3.112  1.85     -5.757  2.40     -7.468
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          :       3.896            6.857            7.949
 
At 0.7 x L = 91.27 ft
Prestress      :       6.170  1.80     11.106  2.20     13.574
Self Wt.       :      -2.690  1.85     -4.977  2.40     -6.457
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          :       3.479            6.128            7.116
 
At 0.8 x L = 104.40 ft
Prestress      :       4.688  1.80      8.438  2.20     10.313
Self Wt.       :      -1.987  1.85     -3.677  2.40     -4.770
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          :       2.701            4.762            5.544
 
At 0.9 x L = 117.53 ft
Prestress      :       2.610  1.80      4.698  2.20      5.742
Self Wt.       :      -1.061  1.85     -1.963  2.40     -2.546
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          :       1.549            2.736            3.196
 

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
   794.5    48.8  7.406  260.7    6.0   5.12   7444.9  0.027T 1.00       -       -     -     -  
H/2     :   2.59
   881.3    48.9  7.524  260.5    6.1   5.19   7560.2  0.027T 1.00       -       -     -     -  
0.1L    :  12.47
  3900.8    50.6 11.624  255.7    9.6   8.16  11562.4  0.016T 1.00   1115.1  1115.1   10.37    -  
0.2L    :  25.60
  7094.7    52.9 11.718  255.9    9.9   8.39  12229.8  0.015T 1.00    613.8   613.8   19.93    -  
0.3L    :  38.73
  9349.1    55.0 11.718  256.4    9.9   8.44  12778.2  0.015T 1.00    284.4   284.4   44.93    -  
0.4L    :  51.87
 10697.2    57.1 11.718  256.8   10.0   8.48  13327.2  0.015T 1.00    122.1   122.1  109.17    -  
0.5L    :  65.00
 11117.9    57.1 11.718  256.8   10.0   8.48  13327.2  0.015T 1.00     50.0    50.0  266.41    -  
0.6L    :  78.13
 10697.2    57.1 11.718  256.8   10.0   8.48  13327.2  0.015T 1.00    122.1   122.1  109.17    -  
0.7L    :  91.27
  9349.1    55.0 11.718  256.4    9.9   8.44  12778.2  0.015T 1.00    284.4   284.4   44.93    -  
0.8L    : 104.40
  7094.7    52.9 11.718  255.9    9.9   8.39  12229.8  0.015T 1.00    613.8   613.8   19.93    -  
0.9L    : 117.53
  3900.8    50.6 11.624  255.7    9.6   8.16  11562.4  0.016T 1.00   1115.1  1115.1   10.37    -  
H/2     : 127.41
   881.3    48.9  7.524  260.5    6.1   5.19   7560.2  0.027T 1.00       -       -     -     -  
Transfer: 127.67
   794.5    48.8  7.406  260.7    6.0   5.12   7444.9  0.027T 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 1-27; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.100    0.446
        M   2.00 Fb     0.112   -0.162
 
  2   2 E  50.00 Ft     0.416    0.724
        M  12.00 Fb     0.051   -0.191
 
  3   2 E  48.00 Ft     0.714    0.985
        M  10.00 Fb     0.005   -0.207
 
  4   2 E  46.00 Ft     0.995    1.228
        M   8.00 Fb    -0.027   -0.209
 
  5   2 E  44.00 Ft     1.259    1.454
        M   6.00 Fb    -0.046   -0.197
 
  6   2 E  42.00 Ft     1.504    1.662
        M   4.00 Fb    -0.050   -0.171
 
  7   2 E  40.00 Ft     1.733    1.853
        M   2.00 Fb    -0.041   -0.132
 
  8   2 E   8.00 Ft     1.700    1.820
        M   8.00 Fb     0.177    0.084
 
  9   2 E   8.00 Ft     1.666    1.788
        M   8.00 Fb     0.395    0.299
 
 10   2 E   8.00 Ft     1.633    1.756
        M   8.00 Fb     0.613    0.515
 
 11   2 E   6.00 Ft     1.582    1.706
        M   6.00 Fb     0.844    0.744
 
 12   2 E   6.00 Ft     1.532    1.657
        M   6.00 Fb     1.076    0.973
 
 13   2 E   6.00 Ft     1.481    1.607
        M   6.00 Fb     1.308    1.203
 
 14   2 E   6.00 Ft     1.430    1.557
        M   6.00 Fb     1.540    1.432
 
 15   2 E   6.00 Ft     1.379    1.508
        M   6.00 Fb     1.771    1.662
 
 16   2 E   6.00 Ft     1.329    1.458
        M   6.00 Fb     2.003    1.891
 
 17   2 E   4.00 Ft     1.260    1.391
        M   4.00 Fb     2.249    2.134
 
 18   2 E   4.00 Ft     1.260    1.323
        M   4.00 Fb     2.249    2.379
 
 19   2 E   4.00 Ft     1.192    1.256
        M   4.00 Fb     2.494    2.622
 
 20   2 E   4.00 Ft     1.124    1.189
        M   4.00 Fb     2.740    2.865
 
 21   2 E   4.00 Ft     1.056    1.122
        M   4.00 Fb     2.986    3.108
 
 22   2 E   4.00 Ft     0.987    1.055
        M   4.00 Fb     3.231    3.352
 
 23   2 E   2.00 Ft     0.902    0.970
        M   2.00 Fb     3.491    3.609
 
 24   2 E   2.00 Ft     0.815    0.885
        M   2.00 Fb     3.752    3.867
 
 25   2 E   2.00 Ft     0.729    0.800
        M   2.00 Fb     4.012    4.124
 
 26   2 E   2.00 Ft     0.644    0.716
        M   2.00 Fb     4.271    4.381
 
 27   2 E   2.00 Ft     0.558    0.631
        M   2.00 Fb     4.531    4.638
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 131.33            Release Length, ft: 131.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  54
No. of strands, Draped:  12           No. of strands, Straight:  42
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.0 ksi  f'ct   4.0 ksi
Initial losses: 10.12 %               Final losses: 15.34 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.605   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.558       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)                 13327.20    11117.91     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      16.67 %               OK
      Max. Debond Total                    25.00 %       3.70 %               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   0.272     Midspan
    Pre.Top:   5.400  -0.000     Bearing    4.050   3.723     Midspan
    Pre.Bot:   5.400  -0.000     Bearing    4.050   3.710    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.570  -0.000     Bearing
    Pre.Bot:  -0.570  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.600   2.262     Midspan
    Pre.Bot:                                                             3.600   1.767    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  65.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.334  1.80     13.201  2.20     16.135
Self Wt.       :      -3.268  1.85     -6.045  2.40     -7.842
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          :       4.066            7.156            8.292
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTD                              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  130.00
     DC  Line       0.087      0.00       0.087  130.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    45.00 
      0.50    85.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 131.333 ft
Release length = 131.333 ft
Design  length = 130.000 ft
 
Kern points:
------------
Upper    =   40.13 in
Lower    =   11.64 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.698   (Calculated)    
Live Moment (1  lane  loaded)  : 0.471   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.169   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.935   (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                  =        748.8 in2           1420.1 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           690292 in4#
Ht. of c.g.           =        24.64 in             40.55 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        780.0 plf           1693.8 plf   
Mom. of Inertia (Iyy) =      36372.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7652

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59    12.47    25.60    38.73    51.87    65.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    759.9    798.8    798.8    800.7    800.7    800.7    800.7    800.7
  Yb      ,  in    24.48    23.94    23.94    23.78    23.65    23.51    23.37    23.37
  MI(Ixx) , in4   287144   291758   291804   294315   297235   300587   304371   304371
Composite: (At Final, using Ec =  5575.2 ksi )
  Area    , in2   1430.4   1466.5   1466.5   1468.3   1468.3   1468.3   1468.3   1468.3
  Yb      ,  in    40.36    39.69    39.69    39.59    39.52    39.46    39.39    39.39
  MI(Ixx) , in4   697611   723360   723466   729776   735709   742056   748819   748819

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.00 ksi           4.00 ksi
  Elasticity         =    5575.24 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.40 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.05 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.57 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  54 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 52.53 ft from member end )
END PATTERN (Ycg = 13.55 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     6 @  8.000 in
     2 @ 40.000 in     2 @ 42.000 in     2 @ 44.000 in     2 @ 46.000 in
     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 5.11 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in     2 @ 12.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     6 @  8.000 in

SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
18      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
24      2     2.00 in  2.00 in   0.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.1 ksi
Total Strand Area     =   11.72 in2      Initial Pull          =     2297.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.568 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.460 ft
Holddown Force        =  30.713 kips     Beam Shrtng (PL/AE)   =      0.864 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)       
---------------------------------------------------------------------------------------
      7094.287         740 5249.772     25.294 102440.195  1569.161     831.329        
 
 
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       2.75       0.1250      1.5000    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.5000      2.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.7500      3.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      17.6670     26.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      26.6670     34.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      34.1670     97.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      97.1663    104.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00     104.6663    113.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00     113.6663    125.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     125.6663    128.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00     128.1663    128.5833    Yes
      2      US#6[M19]       60.00        0.88       3.00     128.5833    129.8333    Yes
      2      US#6[M19]       60.00        0.88       2.75     129.8333    131.2083    Yes
 
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 131.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 11.7180 in2       Ycg =  5.11 in
         P_init    =     2297.9 kips  Ecc = 19.53 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.84 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.655 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -8.14 ksi    0.00 ksi
    due to Composite Loads                                 -2.72 ksi    0.00 ksi
    due to Live Loads                                      -6.41 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                        18.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.84 ksi  (10.12 %)            10.24 ksi ( 5.22 %)
Total Prestress Losses                                    30.08 ksi (15.34 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 166.0 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 : 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    2.59   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   116.2   128.9   571.4  1042.3  1378.7  1580.5  1647.8
(Max)       V      50.7    48.9    48.7    41.0    30.7    20.5    10.2     0.0
DL-Prec.  : M       0.0    18.2    20.2    89.5   163.2   215.8   247.4   258.0
DC(Max)     V       7.9     7.7     7.6     6.4     4.8     3.2     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
Deck +    : M       0.0   136.1   151.0   669.5  1221.1  1615.2  1851.6  1930.4
Haunch (Max)V      59.4    57.3    57.0    48.0    36.0    24.0    12.0     0.0
Diaphragm : M       0.0     1.2     1.3     6.2    12.8    19.4    22.5    22.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    44.1    48.9   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.5    15.5    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    24.3    27.0   119.7   218.2   288.7   330.9   345.0
DW(Max)     V      10.6    10.2    10.2     8.6     6.4     4.3     2.1     0.0
LL + I    : M+      0.0   207.6   230.3  1016.9  1842.0  2414.7  2756.3  2854.6
            V     152.5   148.7   148.3   132.0   111.0    90.0    60.5    39.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   152.5   148.7   148.3   132.1   112.6    94.2    76.6    60.1
            M       0.0   204.9   227.1   982.8  1720.9  2176.3  2372.1  2331.0
Total     : M+      0.0   547.7   607.5  2690.0  4895.3  6455.6  7389.1  7683.5
            V     300.9   291.8   290.8   252.0   201.1   150.2    90.4    39.5
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   300.9   291.8   290.8   252.1   202.8   154.4   106.5    60.1
            M       0.0   544.9   604.4  2655.9  4774.1  6217.3  7004.8  7159.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.41  127.67  130.00
Self wt.  : M    1580.5  1378.7  1042.3   571.4   128.9   116.2     0.0
(Max)       V      10.2    20.5    30.7    41.0    48.7    48.9    50.7
DL-Prec.  : M     247.4   215.8   163.2    89.5    20.2    18.2     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.6     7.7     7.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1851.6  1615.2  1221.1   669.5   151.0   136.1     0.0
Haunch (Max)V      12.0    24.0    36.0    48.0    57.0    57.3    59.4
Diaphragm : M      22.5    19.4    12.8     6.2     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     599.8   523.2   395.6   216.9    48.9    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.5    18.5    19.2
DL-Comp   : M     330.9   288.7   218.2   119.7    27.0    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.2    10.2    10.6
LL + I    : M+   2756.3  2414.7  1842.0  1016.9   230.3   207.6     0.0
            V      60.5    90.0   111.0   132.0   148.3   148.7   152.5
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    76.6    94.2   112.6   132.1   148.3   148.7   152.5
            M    2372.1  2176.3  1720.9   982.8   227.1   204.9    -0.0
Total     : M+   7389.1  6455.6  4895.3  2690.0   607.5   547.7     0.0
            V      90.4   150.2   201.1   252.0   290.8   291.8   300.9
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   106.5   154.4   202.8   252.1   290.8   291.8   300.9
            M    7004.8  6217.3  4774.1  2655.9   604.4   544.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               50.7             50.7
Deck+Haunch            59.4             59.4
Diaphragm               0.5              0.5
DL-Prec.(DC)            7.9              7.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           96.2             96.2
DL-Comp.(DW)           53.1             53.1
Live                  108.4            108.4
        Truck          66.8             66.8
        Lane           41.6             41.6
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    2.59   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   116.2   128.9   571.4  1042.3  1378.7  1580.5  1647.8
(Max)       V      50.7    48.9    48.7    41.0    30.7    20.5    10.2     0.0
DL-Prec.  : M       0.0    18.2    20.2    89.5   163.2   215.8   247.4   258.0
DC(Max)     V       7.9     7.7     7.6     6.4     4.8     3.2     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
Deck +    : M       0.0   136.1   151.0   669.5  1221.1  1615.2  1851.6  1930.4
Haunch (Max)V      59.4    57.3    57.0    48.0    36.0    24.0    12.0     0.0
Diaphragm : M       0.0     1.2     1.3     6.2    12.8    19.4    22.5    22.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    44.1    48.9   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.5    15.5    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    24.3    27.0   119.7   218.2   288.7   330.9   345.0
DW(Max)     V      10.6    10.2    10.2     8.6     6.4     4.3     2.1     0.0
LL + I    : M+      0.0   166.1   184.2   813.5  1473.6  1931.8  2205.1  2283.6
            V     122.0   119.0   118.6   105.6    88.8    72.0    48.4    31.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   122.0   119.0   118.6   105.7    90.1    75.3    61.3    48.1
            M       0.0   163.9   181.7   786.3  1376.7  1741.1  1897.7  1864.8
Total     : M+      0.0   506.2   561.5  2486.6  4526.9  5972.7  6837.8  7112.6
            V     270.4   262.0   261.1   225.6   178.9   132.2    78.3    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   270.4   262.1   261.1   225.7   180.3   135.6    91.2    48.1
            M       0.0   503.9   558.9  2459.4  4429.9  5782.0  6530.4  6693.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.41  127.67  130.00
Self wt.  : M    1580.5  1378.7  1042.3   571.4   128.9   116.2     0.0
(Max)       V      10.2    20.5    30.7    41.0    48.7    48.9    50.7
DL-Prec.  : M     247.4   215.8   163.2    89.5    20.2    18.2     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.6     7.7     7.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1851.6  1615.2  1221.1   669.5   151.0   136.1     0.0
Haunch (Max)V      12.0    24.0    36.0    48.0    57.0    57.3    59.4
Diaphragm : M      22.5    19.4    12.8     6.2     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     599.8   523.2   395.6   216.9    48.9    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.5    18.5    19.2
DL-Comp   : M     330.9   288.7   218.2   119.7    27.0    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.2    10.2    10.6
LL + I    : M+   2205.1  1931.8  1473.6   813.5   184.2   166.1     0.0
            V      48.4    72.0    88.8   105.6   118.6   119.0   122.0
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    61.3    75.3    90.1   105.7   118.6   119.0   122.0
            M    1897.7  1741.1  1376.7   786.3   181.7   163.9    -0.0
Total     : M+   6837.8  5972.7  4526.9  2486.6   561.5   506.2     0.0
            V      78.3   132.2   178.9   225.6   261.1   262.0   270.4
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    91.2   135.6   180.3   225.7   261.1   262.1   270.4
            M    6530.4  5782.0  4429.9  2459.4   558.9   503.9    -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    2.59   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   145.2   161.1   714.3  1302.9  1723.3  1975.6  2059.7
(Max)       V      63.4    61.1    60.8    51.2    38.4    25.6    12.8     0.0
Self wt.  : M       0.0   104.6   116.0   514.3   938.1  1240.8  1422.4  1483.0
(Min)       V      45.6    44.0    43.8    36.9    27.7    18.4     9.2     0.0
DL-Prec.  : M       0.0    22.7    25.2   111.8   204.0   269.8   309.3   322.5
DC(Max)     V       9.9     9.6     9.5     8.0     6.0     4.0     2.0     0.0
DL-Prec.  : M       0.0    16.4    18.2    80.5   146.9   194.3   222.7   232.2
DC(Min)     V       7.1     6.9     6.9     5.8     4.3     2.9     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   170.1   188.7   836.8  1526.4  2019.0  2314.5  2413.0
Haunch (Max)V      74.2    71.6    71.3    60.0    45.0    30.0    15.0     0.0
Deck +    : M       0.0   122.5   135.9   602.5  1099.0  1453.7  1666.4  1737.4
Haunch (Min)V      53.5    51.5    51.3    43.2    32.4    21.6    10.8     0.0
Diaphragm : M       0.0     1.5     1.6     7.8    16.0    24.2    28.1    28.1
(Max)       V       0.6     0.6     0.6     0.6     0.6     0.6     0.0     0.0
Diaphragm : M       0.0     1.1     1.2     5.6    11.5    17.4    20.3    20.3
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    55.1    61.1   271.1   494.4   654.0   749.7   781.6
DC(Max)     V      24.1    23.2    23.1    19.4    14.6     9.7     4.9     0.0
DL-Comp   : M       0.0    39.7    44.0   195.2   356.0   470.9   539.8   562.8
DC(Min)     V      17.3    16.7    16.6    14.0    10.5     7.0     3.5     0.0
DL-Comp   : M       0.0    36.5    40.5   179.5   327.4   433.0   496.4   517.5
DW(Max)     V      15.9    15.4    15.3    12.9     9.7     6.4     3.2     0.0
DL-Comp   : M       0.0    15.8    17.5    77.8   141.9   187.6   215.1   224.3
DW(Min)     V       6.9     6.7     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   363.4   403.0  1779.5  3223.5  4225.7  4823.6  4995.5
            V     266.9   260.2   259.5   231.0   194.2   157.5   105.9    69.2
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   266.9   260.2   259.5   231.2   197.1   164.8   134.1   105.2
            M       0.0   358.5   397.5  1719.9  3011.5  3808.6  4151.2  4079.3
Total     : M+      0.0   794.5   881.3  3900.8  7094.7  9349.1 10697.2 11117.9
            V     455.1   441.6   440.1   383.2   308.5   233.9   143.8    69.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   455.1   441.7   440.2   383.4   311.4   241.2   172.0   105.2
            M       0.0   789.7   875.8  3841.3  6882.6  8931.9 10024.8 10201.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.41  127.67  130.00
Self wt.  : M    1975.6  1723.3  1302.9   714.3   161.1   145.2     0.0
(Max)       V      12.8    25.6    38.4    51.2    60.8    61.1    63.4
Self wt.  : M    1422.4  1240.8   938.1   514.3   116.0   104.6     0.0
(Min)       V       9.2    18.4    27.7    36.9    43.8    44.0    45.6
DL-Prec.  : M     309.3   269.8   204.0   111.8    25.2    22.7     0.0
DC(Max)     V       2.0     4.0     6.0     8.0     9.5     9.6     9.9
DL-Prec.  : M     222.7   194.3   146.9    80.5    18.2    16.4     0.0
DC(Min)     V       1.4     2.9     4.3     5.8     6.9     6.9     7.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2314.5  2019.0  1526.4   836.8   188.7   170.1     0.0
Haunch (Max)V      15.0    30.0    45.0    60.0    71.3    71.6    74.2
Deck +    : M    1666.4  1453.7  1099.0   602.5   135.9   122.5     0.0
Haunch (Min)V      10.8    21.6    32.4    43.2    51.3    51.5    53.5
Diaphragm : M      28.1    24.2    16.0     7.8     1.6     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      20.3    17.4    11.5     5.6     1.2     1.1     0.0
(Min)       V       0.0     0.4     0.4     0.4     0.4     0.4     0.4
DL-Comp   : M     749.7   654.0   494.4   271.1    61.1    55.1     0.0
DC(Max)     V       4.9     9.7    14.6    19.4    23.1    23.2    24.1
DL-Comp   : M     539.8   470.9   356.0   195.2    44.0    39.7     0.0
DC(Min)     V       3.5     7.0    10.5    14.0    16.6    16.7    17.3
DL-Comp   : M     496.4   433.0   327.4   179.5    40.5    36.5     0.0
DW(Max)     V       3.2     6.4     9.7    12.9    15.3    15.4    15.9
DL-Comp   : M     215.1   187.6   141.9    77.8    17.5    15.8     0.0
DW(Min)     V       1.4     2.8     4.2     5.6     6.6     6.7     6.9
LL + I    : M+   4823.6  4225.7  3223.5  1779.5   403.0   363.4     0.0
            V     105.9   157.5   194.2   231.0   259.5   260.2   266.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   134.1   164.8   197.1   231.2   259.5   260.2   266.9
            M    4151.2  3808.6  3011.5  1719.9   397.5   358.5    -0.0
Total     : M+  10697.2  9349.1  7094.7  3900.8   881.3   794.5     0.0
            V     143.8   233.9   308.5   383.2   440.1   441.6   455.1
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   172.0   241.2   311.4   383.4   440.2   441.7   455.1
            M   10024.8  8931.9  6882.6  3841.3   875.8   789.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               63.4             63.4
Deck+Haunch            74.2             74.2
Diaphragm               0.6              0.6
DL-Prec.(DC)            9.9              9.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          120.3            120.3
DL-Comp.(DW)           79.6             79.6
Live                  189.8            189.8
        Truck         117.0            117.0
        Lane           72.8             72.8
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    2.59   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   116.2   128.9   571.4  1042.3  1378.7  1580.5  1647.8
(Max)       V      50.7    48.9    48.7    41.0    30.7    20.5    10.2     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    18.2    20.2    89.5   163.2   215.8   247.4   258.0
DC(Max)     V       7.9     7.7     7.6     6.4     4.8     3.2     1.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   136.1   151.0   669.5  1221.1  1615.2  1851.6  1930.4
Haunch (Max)V      59.4    57.3    57.0    48.0    36.0    24.0    12.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     1.2     1.3     6.2    12.8    19.4    22.5    22.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
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    44.1    48.9   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.5    15.5    11.7     7.8     3.9     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    24.3    27.0   119.7   218.2   288.7   330.9   345.0
DW(Max)     V      10.6    10.2    10.2     8.6     6.4     4.3     2.1     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   133.2   147.7   646.0  1152.0  1505.7  1696.8  1708.7
            V     116.5   114.0   113.7   103.0    89.4    67.5    54.0    40.4
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   116.5   114.0   113.7   103.0    89.4    75.9    62.3    48.8
            M       0.0   133.2   147.7   646.0  1152.0  1478.8  1626.5  1595.0
Total     : M+      0.0   473.2   524.9  2319.1  4205.2  5546.6  6329.5  6537.7
            V     264.9   257.1   256.2   223.0   179.6   127.8    83.9    40.4
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   264.9   257.1   256.2   223.0   179.6   136.1    92.2    48.8
            M       0.0   473.2   524.9  2319.1  4205.2  5519.7  6259.2  6424.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.41  127.67  130.00
Self wt.  : M    1580.5  1378.7  1042.3   571.4   128.9   116.2     0.0
(Max)       V      10.2    20.5    30.7    41.0    48.7    48.9    50.7
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     247.4   215.8   163.2    89.5    20.2    18.2     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.6     7.7     7.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1851.6  1615.2  1221.1   669.5   151.0   136.1     0.0
Haunch (Max)V      12.0    24.0    36.0    48.0    57.0    57.3    59.4
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      22.5    19.4    12.8     6.2     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
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     599.8   523.2   395.6   216.9    48.9    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.5    18.5    19.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     330.9   288.7   218.2   119.7    27.0    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.2    10.2    10.6
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+   1696.8  1505.7  1152.0   646.0   147.7   133.2     0.0
            V      54.0    67.5    89.4   103.0   113.7   114.0   116.5
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    62.3    75.9    89.4   103.0   113.7   114.0   116.5
            M    1626.5  1478.8  1152.0   646.0   147.7   133.2     0.0
Total     : M+   6329.5  5546.6  4205.2  2319.1   524.9   473.2     0.0
            V      83.9   127.8   179.6   223.0   256.2   257.1   264.9
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    92.2   136.1   179.6   223.0   256.2   257.1   264.9
            M    6259.2  5519.7  4205.2  2319.1   524.9   473.2     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.13   26.27   39.40   52.53   65.67
 
Beam-Self
Precast-top    0.186   0.746   1.319   1.719   1.949   2.031 
Bottom        -0.148  -0.587  -1.028  -1.326  -1.488  -1.550 
 
Prestress
Precast-top    0.372  -0.042  -0.490  -0.927  -1.353  -1.353 
Bottom         4.679   5.162   5.487   5.798   6.093   6.093 
 
Total
Precast-top    0.558   0.704   0.829   0.792   0.596   0.678 
Bottom         4.531   4.575   4.460   4.472   4.605   4.543 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.03 %)
             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    2.59   12.47   25.60   38.73   51.87   65.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.022   0.096   0.174   0.229   0.261   0.272 
Precast-top    0.092   0.672   0.703   1.690   2.713   3.324   3.525   3.723 
Bottom         0.941   3.710   3.682   2.923   1.993   1.436   1.239   1.070 
 

 
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   13.13   26.27   39.40   52.53   65.67
 
Beam-Self
Precast-top    0.186   0.746   1.319   1.719   1.949   2.031 
Bottom        -0.148  -0.587  -1.028  -1.326  -1.488  -1.550 
 
Prestress
Precast-top    0.372  -0.042  -0.490  -0.927  -1.353  -1.353 
Bottom         4.679   5.162   5.487   5.798   6.093   6.093 
 
Total
Precast-top    0.558   0.704   0.829   0.792   0.596   0.678 
Bottom         4.531   4.575   4.460   4.472   4.605   4.543 
 
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 = 14.03 %)
             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    2.59   12.47   25.60   38.73   51.87   65.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   12.47   25.60   38.73   51.87   65.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.048   0.053   0.232   0.414   0.539   0.606   0.615 
Precast-top    0.046   0.368   0.386   0.998   1.629   2.016   2.160   2.262 
Bottom         0.470   1.767   1.744   1.041   0.254  -0.243  -0.451  -0.544 
 

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
    455.1    6.5   57.6    1.266   5.9   6.00e-3 50.0    469.1     1.959    3.840      0.00
      0.0    1.2   57.1     42.0 0.150      30.7 0.87    12.00     0.123    1.662 
Transfer:   3.00
    441.7    6.5   57.6    5.698  26.4  -0.06e-3 28.8    293.7     0.586    2.112      0.00
    789.7    5.1   55.1    189.0 0.144     170.7 5.03    12.00     0.123    1.696 
Critical:   5.23
    428.7    6.5   57.6    6.483  26.4  -0.10e-3 28.6    274.6     0.548    1.760      0.00
   1474.7    5.8   54.8    189.0 0.140     175.4 5.20    12.00     0.123    1.737 
0.1L    :  13.13
    383.4    6.5   56.5    9.531  26.4  -0.13e-3 28.5    227.2     0.471    0.827      0.00
   3841.3    8.2   52.4    189.0 0.130     172.4 5.33    12.00     0.123    1.402 
0.2L    :  26.27
    311.4    6.5   52.9   11.718  26.4  -0.05e-3 28.8    169.3     0.382    0.620      0.00
   6882.6    8.4   48.7    189.0 0.112     150.3 5.01    24.00     0.123    1.304 
0.3L    :  39.40
    241.2    6.5   55.0   11.718  26.4   0.33e-3 30.1    120.9     0.276    0.413      0.00
   8931.9    8.4   50.8    189.0 0.081     120.6 3.85    24.00     0.123    1.223 
0.4L    :  52.53
    172.0    6.5   57.1   11.718   0.0   0.69e-3 31.4     88.1     0.204    0.413      0.00
  10024.8    8.5   52.9    189.0 0.062     103.0 3.16    24.00     0.123    1.475 
0.5L    :  65.67
    105.2    6.5   57.1   11.718   0.0   0.61e-3 31.1      9.6     0.123    0.413      0.00
  10201.7    8.5   52.9    189.0 0.038     107.2 3.29    24.00     0.123    2.466 
0.6L    :  78.80
    172.0    6.5   57.1   11.718   0.0   0.69e-3 31.4     88.1     0.204    0.413      0.00
  10024.8    8.5   52.9    189.0 0.062     103.0 3.16    24.00     0.123    1.475 
0.7L    :  91.93
    241.2    6.5   55.0   11.718  26.4   0.33e-3 30.1    120.9     0.276    0.413      0.00
   8931.9    8.4   50.8    189.0 0.081     120.6 3.85    24.00     0.123    1.223 
0.8L    : 105.07
    311.4    6.5   52.9   11.718  26.4  -0.05e-3 28.8    169.3     0.382    0.620      0.00
   6882.6    8.4   48.7    189.0 0.112     150.3 5.01    24.00     0.123    1.304 
0.9L    : 118.20
    383.4    6.5   56.5    9.531  26.4  -0.13e-3 28.5    227.2     0.471    0.827      0.00
   3841.3    8.2   52.4    189.0 0.130     172.4 5.33    12.00     0.123    1.402 
Critical: 126.10
    428.7    6.5   57.6    6.483  26.4  -0.10e-3 28.6    274.6     0.548    1.760      0.00
   1474.7    5.8   54.8    189.0 0.140     175.4 5.20    12.00     0.123    1.737 
Transfer: 128.33
    441.7    6.5   57.6    5.698  26.4  -0.06e-3 28.8    293.7     0.586    2.112      0.00
    789.7    5.1   55.1    189.0 0.144     170.7 5.03    12.00     0.123    1.696 
Bearing : 130.67
    455.1    6.5   57.6    1.266   5.9   6.00e-3 50.0    469.1     1.959    3.840      0.00
      0.0    1.2   57.1     42.0 0.150      30.7 0.87    12.00     0.123    1.662 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 2212.36
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    4.42
 
 
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
    455.1      8.86     57.65    1.17       57.07    24.00      0.300      2.204      0.092      3.840 
Transfer:      2.33
    441.7      8.91     57.65    5.12       55.09    24.00      0.300      2.219      0.102      2.112 
Critical:      4.56
    428.8      8.70     57.65    5.79       54.75    24.00      0.300      2.151      0.061      1.760 
0.1L    :     12.47
    383.4      8.13     56.50    8.16       52.42    24.00      0.300      1.959      0.000      0.827 
0.2L    :     25.60
    311.4      7.10     52.92    8.39       48.72    24.00      0.300      1.617      0.000      0.620 
0.3L    :     38.73
    241.2      5.27     55.03    8.44       50.81    24.00      0.300      1.008      0.000      0.413 
0.4L    :     51.87
    172.0      3.61     57.14    8.48       52.90    24.00      0.300      0.454      0.000      0.413 
0.5L    :     65.00
    105.2      2.21     57.14    8.48       52.90    24.00      0.300      0.000      0.000      0.413 
0.6L    :     78.13
    172.0      3.61     57.14    8.48       52.90    24.00      0.300      0.454      0.000      0.413 
0.7L    :     91.27
    241.2      5.27     55.03    8.44       50.81    24.00      0.300      1.008      0.000      0.413 
0.8L    :    104.40
    311.4      7.10     52.92    8.39       48.72    24.00      0.300      1.617      0.000      0.620 
0.9L    :    117.53
    383.4      8.13     56.50    8.16       52.42    24.00      0.300      1.959      0.000      0.827 
Critical:    125.44
    428.8      8.70     57.65    5.79       54.75    24.00      0.300      2.151      0.061      1.760 
Transfer:    127.67
    441.7      8.91     57.65    5.12       55.09    24.00      0.300      2.219      0.102      2.112 
Bearing :    130.00
    455.1      8.86     57.65    1.17       57.07    24.00      0.300      2.204      0.092      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 12.47 ft
Prestress      :       2.610  1.80      4.698  2.20      5.742
Self Wt.       :      -1.061  1.85     -1.963  2.40     -2.546
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          :       1.549            2.736            3.196
 
At 0.2 x L = 25.60 ft
Prestress      :       4.688  1.80      8.438  2.20     10.313
Self Wt.       :      -1.987  1.85     -3.677  2.40     -4.770
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          :       2.701            4.762            5.544
 
At 0.3 x L = 38.73 ft
Prestress      :       6.170  1.80     11.106  2.20     13.574
Self Wt.       :      -2.690  1.85     -4.977  2.40     -6.457
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          :       3.479            6.128            7.116
 
At 0.4 x L = 51.87 ft
Prestress      :       7.008  1.80     12.614  2.20     15.417
Self Wt.       :      -3.112  1.85     -5.757  2.40     -7.468
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          :       3.896            6.857            7.949
 
At 0.5 x L = 65.00 ft
Prestress      :       7.334  1.80     13.201  2.20     16.135
Self Wt.       :      -3.268  1.85     -6.045  2.40     -7.842
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          :       4.066            7.156            8.292
 
At 0.6 x L = 78.13 ft
Prestress      :       7.008  1.80     12.614  2.20     15.417
Self Wt.       :      -3.112  1.85     -5.757  2.40     -7.468
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          :       3.896            6.857            7.949
 
At 0.7 x L = 91.27 ft
Prestress      :       6.170  1.80     11.106  2.20     13.574
Self Wt.       :      -2.690  1.85     -4.977  2.40     -6.457
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          :       3.479            6.128            7.116
 
At 0.8 x L = 104.40 ft
Prestress      :       4.688  1.80      8.438  2.20     10.313
Self Wt.       :      -1.987  1.85     -3.677  2.40     -4.770
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          :       2.701            4.762            5.544
 
At 0.9 x L = 117.53 ft
Prestress      :       2.610  1.80      4.698  2.20      5.742
Self Wt.       :      -1.061  1.85     -1.963  2.40     -2.546
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          :       1.549            2.736            3.196
 

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
   794.5    48.8  7.406  260.7    6.0   5.12   7444.9  0.027T 1.00       -       -     -     -  
H/2     :   2.59
   881.3    48.9  7.524  260.5    6.1   5.19   7560.2  0.027T 1.00       -       -     -     -  
0.1L    :  12.47
  3900.8    50.6 11.624  255.7    9.6   8.16  11562.4  0.016T 1.00   1115.1  1115.1   10.37    -  
0.2L    :  25.60
  7094.7    52.9 11.718  255.9    9.9   8.39  12229.8  0.015T 1.00    613.8   613.8   19.93    -  
0.3L    :  38.73
  9349.1    55.0 11.718  256.4    9.9   8.44  12778.2  0.015T 1.00    284.4   284.4   44.93    -  
0.4L    :  51.87
 10697.2    57.1 11.718  256.8   10.0   8.48  13327.2  0.015T 1.00    122.1   122.1  109.17    -  
0.5L    :  65.00
 11117.9    57.1 11.718  256.8   10.0   8.48  13327.2  0.015T 1.00     50.0    50.0  266.41    -  
0.6L    :  78.13
 10697.2    57.1 11.718  256.8   10.0   8.48  13327.2  0.015T 1.00    122.1   122.1  109.17    -  
0.7L    :  91.27
  9349.1    55.0 11.718  256.4    9.9   8.44  12778.2  0.015T 1.00    284.4   284.4   44.93    -  
0.8L    : 104.40
  7094.7    52.9 11.718  255.9    9.9   8.39  12229.8  0.015T 1.00    613.8   613.8   19.93    -  
0.9L    : 117.53
  3900.8    50.6 11.624  255.7    9.6   8.16  11562.4  0.016T 1.00   1115.1  1115.1   10.37    -  
H/2     : 127.41
   881.3    48.9  7.524  260.5    6.1   5.19   7560.2  0.027T 1.00       -       -     -     -  
Transfer: 127.67
   794.5    48.8  7.406  260.7    6.0   5.12   7444.9  0.027T 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 1-27; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.100    0.446
        M   2.00 Fb     0.112   -0.162
 
  2   2 E  50.00 Ft     0.416    0.724
        M  12.00 Fb     0.051   -0.191
 
  3   2 E  48.00 Ft     0.714    0.985
        M  10.00 Fb     0.005   -0.207
 
  4   2 E  46.00 Ft     0.995    1.228
        M   8.00 Fb    -0.027   -0.209
 
  5   2 E  44.00 Ft     1.259    1.454
        M   6.00 Fb    -0.046   -0.197
 
  6   2 E  42.00 Ft     1.504    1.662
        M   4.00 Fb    -0.050   -0.171
 
  7   2 E  40.00 Ft     1.733    1.853
        M   2.00 Fb    -0.041   -0.132
 
  8   2 E   8.00 Ft     1.700    1.820
        M   8.00 Fb     0.177    0.084
 
  9   2 E   8.00 Ft     1.666    1.788
        M   8.00 Fb     0.395    0.299
 
 10   2 E   8.00 Ft     1.633    1.756
        M   8.00 Fb     0.613    0.515
 
 11   2 E   6.00 Ft     1.582    1.706
        M   6.00 Fb     0.844    0.744
 
 12   2 E   6.00 Ft     1.532    1.657
        M   6.00 Fb     1.076    0.973
 
 13   2 E   6.00 Ft     1.481    1.607
        M   6.00 Fb     1.308    1.203
 
 14   2 E   6.00 Ft     1.430    1.557
        M   6.00 Fb     1.540    1.432
 
 15   2 E   6.00 Ft     1.379    1.508
        M   6.00 Fb     1.771    1.662
 
 16   2 E   6.00 Ft     1.329    1.458
        M   6.00 Fb     2.003    1.891
 
 17   2 E   4.00 Ft     1.260    1.391
        M   4.00 Fb     2.249    2.134
 
 18   2 E   4.00 Ft     1.260    1.323
        M   4.00 Fb     2.249    2.379
 
 19   2 E   4.00 Ft     1.192    1.256
        M   4.00 Fb     2.494    2.622
 
 20   2 E   4.00 Ft     1.124    1.189
        M   4.00 Fb     2.740    2.865
 
 21   2 E   4.00 Ft     1.056    1.122
        M   4.00 Fb     2.986    3.108
 
 22   2 E   4.00 Ft     0.987    1.055
        M   4.00 Fb     3.231    3.352
 
 23   2 E   2.00 Ft     0.902    0.970
        M   2.00 Fb     3.491    3.609
 
 24   2 E   2.00 Ft     0.815    0.885
        M   2.00 Fb     3.752    3.867
 
 25   2 E   2.00 Ft     0.729    0.800
        M   2.00 Fb     4.012    4.124
 
 26   2 E   2.00 Ft     0.644    0.716
        M   2.00 Fb     4.271    4.381
 
 27   2 E   2.00 Ft     0.558    0.631
        M   2.00 Fb     4.531    4.638
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 131.33            Release Length, ft: 131.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  54
No. of strands, Draped:  12           No. of strands, Straight:  42
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.0 ksi  f'ct   4.0 ksi
Initial losses: 10.12 %               Final losses: 15.34 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.605   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.558       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)                 13327.20    11117.91     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      16.67 %               OK
      Max. Debond Total                    25.00 %       3.70 %               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   0.272     Midspan
    Pre.Top:   5.400  -0.000     Bearing    4.050   3.723     Midspan
    Pre.Bot:   5.400  -0.000     Bearing    4.050   3.710    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.570  -0.000     Bearing
    Pre.Bot:  -0.570  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.600   2.262     Midspan
    Pre.Bot:                                                             3.600   1.767    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  65.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.334  1.80     13.201  2.20     16.135
Self Wt.       :      -3.268  1.85     -6.045  2.40     -7.842
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          :       4.066            7.156            8.292
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTD                              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  130.00
     DC  Line       0.076      0.00       0.076  130.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    45.00 
      0.25    85.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 131.333 ft
Release length = 131.333 ft
Design  length = 130.000 ft
 
Kern points:
------------
Upper    =   40.13 in
Lower    =   11.64 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.683   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.929   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.024   (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                  =        748.8 in2           1340.0 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           662931 in4#
Ht. of c.g.           =        24.64 in             39.48 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        780.0 plf           1584.8 plf   
Mom. of Inertia (Iyy) =      36372.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7652

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59    12.47    25.60    38.73    51.87    65.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    759.9    798.8    798.8    800.7    800.7    800.7    800.7    800.7
  Yb      ,  in    24.48    23.94    23.94    23.78    23.65    23.51    23.37    23.37
  MI(Ixx) , in4   287144   291758   291804   294315   297235   300587   304371   304371
Composite: (At Final, using Ec =  5575.2 ksi )
  Area    , in2   1350.3   1386.4   1386.4   1388.2   1388.2   1388.2   1388.2   1388.2
  Yb      ,  in    39.29    38.61    38.61    38.51    38.44    38.36    38.29    38.29
  MI(Ixx) , in4   669675   693396   693497   699507   705219   711345   717885   717885

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.00 ksi           4.00 ksi
  Elasticity         =    5575.24 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.40 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.05 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.57 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  54 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 52.53 ft from member end )
END PATTERN (Ycg = 13.55 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     6 @  8.000 in
     2 @ 40.000 in     2 @ 42.000 in     2 @ 44.000 in     2 @ 46.000 in
     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 5.11 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in     2 @ 12.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     6 @  8.000 in

SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
18      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
24      2     2.00 in  2.00 in   0.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.1 ksi
Total Strand Area     =   11.72 in2      Initial Pull          =     2297.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.240 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.050 ft
Holddown Force        =  30.713 kips     Beam Shrtng (PL/AE)   =      0.864 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)       
---------------------------------------------------------------------------------------
      7094.287         740 5249.772     25.294 102440.195  1569.161     831.329        
 
 
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       2.75       0.1250      1.5000    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.5000      2.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.7500      3.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      17.6670     26.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      26.6670     34.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      34.1670     97.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      97.1663    104.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00     104.6663    113.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00     113.6663    125.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     125.6663    128.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00     128.1663    128.5833    Yes
      2      US#6[M19]       60.00        0.88       3.00     128.5833    129.8333    Yes
      2      US#6[M19]       60.00        0.88       2.75     129.8333    131.2083    Yes
 
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 131.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 11.7180 in2       Ycg =  5.11 in
         P_init    =     2297.9 kips  Ecc = 19.53 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    19.84 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.655 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.17 ksi    0.00 ksi
    due to Composite Loads                                 -2.75 ksi    0.00 ksi
    due to Live Loads                                      -7.43 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                        18.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 19.84 ksi  (10.12 %)            10.17 ksi ( 5.18 %)
Total Prestress Losses                                    30.01 ksi (15.30 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 166.1 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    2.59   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   116.2   128.9   571.4  1042.3  1378.7  1580.5  1647.8
(Max)       V      50.7    48.9    48.7    41.0    30.7    20.5    10.2     0.0
DL-Prec.  : M       0.0    16.6    18.4    81.7   149.1   197.2   226.1   235.7
DC(Max)     V       7.3     7.0     7.0     5.9     4.4     2.9     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   119.9   133.0   589.6  1075.5  1422.5  1630.8  1700.2
Haunch (Max)V      52.3    50.4    50.2    42.3    31.7    21.1    10.6     0.0
Diaphragm : M       0.0     0.6     0.6     3.1     6.4     9.7    11.3    11.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    44.1    48.9   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.5    15.5    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    24.3    27.0   119.7   218.2   288.7   330.9   345.0
DW(Max)     V      10.6    10.2    10.2     8.6     6.4     4.3     2.1     0.0
LL + I    : M+      0.0   238.1   264.1  1166.1  2112.4  2769.2  3161.0  3273.6
            V     133.6   130.2   129.8   115.6    97.2    78.8    53.0    34.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   133.6   130.2   129.8   115.7    98.6    82.4    67.1    52.6
            M       0.0   234.9   260.5  1127.1  1973.5  2495.8  2720.3  2673.2
Total     : M+      0.0   559.8   621.0  2748.6  4999.6  6589.2  7540.3  7838.8
            V     273.9   265.5   264.6   229.1   182.4   135.7    81.3    34.6
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   273.9   265.6   264.6   229.2   183.8   139.3    95.4    52.6
            M       0.0   556.6   617.3  2709.5  4860.6  6315.8  7099.6  7238.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.41  127.67  130.00
Self wt.  : M    1580.5  1378.7  1042.3   571.4   128.9   116.2     0.0
(Max)       V      10.2    20.5    30.7    41.0    48.7    48.9    50.7
DL-Prec.  : M     226.1   197.2   149.1    81.7    18.4    16.6     0.0
DC(Max)     V       1.5     2.9     4.4     5.9     7.0     7.0     7.3
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
Deck +    : M    1630.8  1422.5  1075.5   589.6   133.0   119.9     0.0
Haunch (Max)V      10.6    21.1    31.7    42.3    50.2    50.4    52.3
Diaphragm : M      11.3     9.7     6.4     3.1     0.6     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     599.8   523.2   395.6   216.9    48.9    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.5    18.5    19.2
DL-Comp   : M     330.9   288.7   218.2   119.7    27.0    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.2    10.2    10.6
LL + I    : M+   3161.0  2769.2  2112.4  1166.1   264.1   238.1     0.0
            V      53.0    78.8    97.2   115.6   129.8   130.2   133.6
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    67.1    82.4    98.6   115.7   129.8   130.2   133.6
            M    2720.3  2495.8  1973.5  1127.1   260.5   234.9    -0.0
Total     : M+   7540.3  6589.2  4999.6  2748.6   621.0   559.8     0.0
            V      81.3   135.7   182.4   229.1   264.6   265.5   273.9
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    95.4   139.3   183.8   229.2   264.6   265.6   273.9
            M    7099.6  6315.8  4860.6  2709.5   617.3   556.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               50.7             50.7
Deck+Haunch            52.3             52.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.3              7.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           96.2             96.2
DL-Comp.(DW)           53.1             53.1
Live                  108.4            108.4
        Truck          66.8             66.8
        Lane           41.6             41.6
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    2.59   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   116.2   128.9   571.4  1042.3  1378.7  1580.5  1647.8
(Max)       V      50.7    48.9    48.7    41.0    30.7    20.5    10.2     0.0
DL-Prec.  : M       0.0    16.6    18.4    81.7   149.1   197.2   226.1   235.7
DC(Max)     V       7.3     7.0     7.0     5.9     4.4     2.9     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   119.9   133.0   589.6  1075.5  1422.5  1630.8  1700.2
Haunch (Max)V      52.3    50.4    50.2    42.3    31.7    21.1    10.6     0.0
Diaphragm : M       0.0     0.6     0.6     3.1     6.4     9.7    11.3    11.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    44.1    48.9   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.5    15.5    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    24.3    27.0   119.7   218.2   288.7   330.9   345.0
DW(Max)     V      10.6    10.2    10.2     8.6     6.4     4.3     2.1     0.0
LL + I    : M+      0.0   190.5   211.3   932.9  1690.0  2215.4  2528.8  2618.9
            V     106.8   104.2   103.9    92.5    77.7    63.0    42.4    27.7
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   106.8   104.2   103.9    92.5    78.9    66.0    53.7    42.1
            M       0.0   187.9   208.4   901.7  1578.8  1996.7  2176.3  2138.6
Total     : M+      0.0   512.2   568.1  2515.4  4577.1  6035.3  6908.1  7184.1
            V     247.2   239.5   238.6   206.0   162.9   119.9    70.7    27.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   247.2   239.5   238.6   206.0   164.1   122.8    82.0    42.1
            M       0.0   509.6   565.2  2484.1  4465.9  5816.6  6555.5  6703.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.41  127.67  130.00
Self wt.  : M    1580.5  1378.7  1042.3   571.4   128.9   116.2     0.0
(Max)       V      10.2    20.5    30.7    41.0    48.7    48.9    50.7
DL-Prec.  : M     226.1   197.2   149.1    81.7    18.4    16.6     0.0
DC(Max)     V       1.5     2.9     4.4     5.9     7.0     7.0     7.3
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
Deck +    : M    1630.8  1422.5  1075.5   589.6   133.0   119.9     0.0
Haunch (Max)V      10.6    21.1    31.7    42.3    50.2    50.4    52.3
Diaphragm : M      11.3     9.7     6.4     3.1     0.6     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     599.8   523.2   395.6   216.9    48.9    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.5    18.5    19.2
DL-Comp   : M     330.9   288.7   218.2   119.7    27.0    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.2    10.2    10.6
LL + I    : M+   2528.8  2215.4  1690.0   932.9   211.3   190.5     0.0
            V      42.4    63.0    77.7    92.5   103.9   104.2   106.8
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    53.7    66.0    78.9    92.5   103.9   104.2   106.8
            M    2176.3  1996.7  1578.8   901.7   208.4   187.9    -0.0
Total     : M+   6908.1  6035.3  4577.1  2515.4   568.1   512.2     0.0
            V      70.7   119.9   162.9   206.0   238.6   239.5   247.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    82.0   122.8   164.1   206.0   238.6   239.5   247.2
            M    6555.5  5816.6  4465.9  2484.1   565.2   509.6    -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    2.59   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   145.2   161.1   714.3  1302.9  1723.3  1975.6  2059.7
(Max)       V      63.4    61.1    60.8    51.2    38.4    25.6    12.8     0.0
Self wt.  : M       0.0   104.6   116.0   514.3   938.1  1240.8  1422.4  1483.0
(Min)       V      45.6    44.0    43.8    36.9    27.7    18.4     9.2     0.0
DL-Prec.  : M       0.0    20.8    23.0   102.2   186.4   246.5   282.6   294.6
DC(Max)     V       9.1     8.7     8.7     7.3     5.5     3.7     1.8     0.0
DL-Prec.  : M       0.0    15.0    16.6    73.6   134.2   177.5   203.5   212.1
DC(Min)     V       6.5     6.3     6.3     5.3     4.0     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
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   149.8   166.2   737.0  1344.4  1778.2  2038.5  2125.2
Haunch (Max)V      65.4    63.0    62.8    52.8    39.6    26.4    13.2     0.0
Deck +    : M       0.0   107.9   119.7   530.7   967.9  1280.3  1467.7  1530.2
Haunch (Min)V      47.1    45.4    45.2    38.1    28.5    19.0     9.5     0.0
Diaphragm : M       0.0     0.7     0.8     3.9     8.0    12.1    14.1    14.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
Diaphragm : M       0.0     0.5     0.6     2.8     5.8     8.7    10.1    10.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    55.1    61.1   271.1   494.4   654.0   749.7   781.6
DC(Max)     V      24.1    23.2    23.1    19.4    14.6     9.7     4.9     0.0
DL-Comp   : M       0.0    39.7    44.0   195.2   356.0   470.9   539.8   562.8
DC(Min)     V      17.3    16.7    16.6    14.0    10.5     7.0     3.5     0.0
DL-Comp   : M       0.0    36.5    40.5   179.5   327.4   433.0   496.4   517.5
DW(Max)     V      15.9    15.4    15.3    12.9     9.7     6.4     3.2     0.0
DL-Comp   : M       0.0    15.8    17.5    77.8   141.9   187.6   215.1   224.3
DW(Min)     V       6.9     6.7     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   416.7   462.2  2040.7  3696.8  4846.1  5531.7  5728.8
            V     233.7   227.8   227.2   202.3   170.1   137.9    92.8    60.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   233.7   227.9   227.2   202.4   172.6   144.3   117.4    92.1
            M       0.0   411.1   455.8  1972.4  3453.6  4367.7  4760.6  4678.1
Total     : M+      0.0   824.9   915.0  4048.7  7360.2  9693.2 11088.6 11521.6
            V     411.8   399.6   398.2   346.3   278.2   210.0   128.7    60.5
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   411.8   399.6   398.2   346.4   280.7   216.4   153.4    92.1
            M       0.0   819.3   908.6  3980.4  7117.1  9214.8 10317.4 10470.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.41  127.67  130.00
Self wt.  : M    1975.6  1723.3  1302.9   714.3   161.1   145.2     0.0
(Max)       V      12.8    25.6    38.4    51.2    60.8    61.1    63.4
Self wt.  : M    1422.4  1240.8   938.1   514.3   116.0   104.6     0.0
(Min)       V       9.2    18.4    27.7    36.9    43.8    44.0    45.6
DL-Prec.  : M     282.6   246.5   186.4   102.2    23.0    20.8     0.0
DC(Max)     V       1.8     3.7     5.5     7.3     8.7     8.7     9.1
DL-Prec.  : M     203.5   177.5   134.2    73.6    16.6    15.0     0.0
DC(Min)     V       1.3     2.6     4.0     5.3     6.3     6.3     6.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2038.5  1778.2  1344.4   737.0   166.2   149.8     0.0
Haunch (Max)V      13.2    26.4    39.6    52.8    62.8    63.0    65.4
Deck +    : M    1467.7  1280.3   967.9   530.7   119.7   107.9     0.0
Haunch (Min)V       9.5    19.0    28.5    38.1    45.2    45.4    47.1
Diaphragm : M      14.1    12.1     8.0     3.9     0.8     0.7     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      10.1     8.7     5.8     2.8     0.6     0.5     0.0
(Min)       V       0.0     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     749.7   654.0   494.4   271.1    61.1    55.1     0.0
DC(Max)     V       4.9     9.7    14.6    19.4    23.1    23.2    24.1
DL-Comp   : M     539.8   470.9   356.0   195.2    44.0    39.7     0.0
DC(Min)     V       3.5     7.0    10.5    14.0    16.6    16.7    17.3
DL-Comp   : M     496.4   433.0   327.4   179.5    40.5    36.5     0.0
DW(Max)     V       3.2     6.4     9.7    12.9    15.3    15.4    15.9
DL-Comp   : M     215.1   187.6   141.9    77.8    17.5    15.8     0.0
DW(Min)     V       1.4     2.8     4.2     5.6     6.6     6.7     6.9
LL + I    : M+   5531.7  4846.1  3696.8  2040.7   462.2   416.7     0.0
            V      92.8   137.9   170.1   202.3   227.2   227.8   233.7
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   117.4   144.3   172.6   202.4   227.2   227.9   233.7
            M    4760.6  4367.7  3453.6  1972.4   455.8   411.1    -0.0
Total     : M+  11088.6  9693.2  7360.2  4048.7   915.0   824.9     0.0
            V     128.7   210.0   278.2   346.3   398.2   399.6   411.8
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   153.4   216.4   280.7   346.4   398.2   399.6   411.8
            M   10317.4  9214.8  7117.1  3980.4   908.6   819.3    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               63.4             63.4
Deck+Haunch            65.4             65.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            9.1              9.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          120.3            120.3
DL-Comp.(DW)           79.6             79.6
Live                  189.8            189.8
        Truck         117.0            117.0
        Lane           72.8             72.8
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    2.59   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   116.2   128.9   571.4  1042.3  1378.7  1580.5  1647.8
(Max)       V      50.7    48.9    48.7    41.0    30.7    20.5    10.2     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    16.6    18.4    81.7   149.1   197.2   226.1   235.7
DC(Max)     V       7.3     7.0     7.0     5.9     4.4     2.9     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   119.9   133.0   589.6  1075.5  1422.5  1630.8  1700.2
Haunch (Max)V      52.3    50.4    50.2    42.3    31.7    21.1    10.6     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     0.6     0.6     3.1     6.4     9.7    11.3    11.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
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    44.1    48.9   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.5    15.5    11.7     7.8     3.9     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    24.3    27.0   119.7   218.2   288.7   330.9   345.0
DW(Max)     V      10.6    10.2    10.2     8.6     6.4     4.3     2.1     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   226.4   251.1  1098.1  1958.2  2559.4  2884.3  2904.6
            V     127.5   124.7   124.4   112.7    97.9    73.9    59.1    44.2
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   127.5   124.7   124.4   112.7    97.9    83.0    68.2    53.4
            M       0.0   226.4   251.1  1098.1  1958.2  2513.8  2764.8  2711.4
Total     : M+      0.0   548.1   607.9  2680.6  4845.3  6379.4  7263.5  7469.8
            V     267.9   260.1   259.2   226.2   183.0   130.8    87.4    44.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   267.9   260.1   259.2   226.2   183.0   139.9    96.5    53.4
            M       0.0   548.1   607.9  2680.6  4845.3  6333.7  7144.1  7276.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.41  127.67  130.00
Self wt.  : M    1580.5  1378.7  1042.3   571.4   128.9   116.2     0.0
(Max)       V      10.2    20.5    30.7    41.0    48.7    48.9    50.7
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     226.1   197.2   149.1    81.7    18.4    16.6     0.0
DC(Max)     V       1.5     2.9     4.4     5.9     7.0     7.0     7.3
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    1630.8  1422.5  1075.5   589.6   133.0   119.9     0.0
Haunch (Max)V      10.6    21.1    31.7    42.3    50.2    50.4    52.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      11.3     9.7     6.4     3.1     0.6     0.6     0.0
(Max)       V       0.0     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     599.8   523.2   395.6   216.9    48.9    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.5    18.5    19.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     330.9   288.7   218.2   119.7    27.0    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.2    10.2    10.6
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+   2884.3  2559.4  1958.2  1098.1   251.1   226.4     0.0
            V      59.1    73.9    97.9   112.7   124.4   124.7   127.5
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    68.2    83.0    97.9   112.7   124.4   124.7   127.5
            M    2764.8  2513.8  1958.2  1098.1   251.1   226.4     0.0
Total     : M+   7263.5  6379.4  4845.3  2680.6   607.9   548.1     0.0
            V      87.4   130.8   183.0   226.2   259.2   260.1   267.9
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    96.5   139.9   183.0   226.2   259.2   260.1   267.9
            M    7144.1  6333.7  4845.3  2680.6   607.9   548.1     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.13   26.27   39.40   52.53   65.67
 
Beam-Self
Precast-top    0.186   0.746   1.319   1.719   1.949   2.031 
Bottom        -0.148  -0.587  -1.028  -1.326  -1.488  -1.550 
 
Prestress
Precast-top    0.372  -0.042  -0.490  -0.927  -1.353  -1.353 
Bottom         4.679   5.162   5.487   5.798   6.093   6.093 
 
Total
Precast-top    0.558   0.704   0.829   0.792   0.596   0.678 
Bottom         4.531   4.575   4.460   4.472   4.605   4.543 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.03 %)
             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    2.59   12.47   25.60   38.73   51.87   65.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.021   0.024   0.105   0.190   0.250   0.285   0.297 
Precast-top    0.092   0.651   0.680   1.588   2.527   3.079   3.245   3.432 
Bottom         0.941   3.727   3.701   3.007   2.146   1.636   1.464   1.304 
 

 
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   13.13   26.27   39.40   52.53   65.67
 
Beam-Self
Precast-top    0.186   0.746   1.319   1.719   1.949   2.031 
Bottom        -0.148  -0.587  -1.028  -1.326  -1.488  -1.550 
 
Prestress
Precast-top    0.372  -0.042  -0.490  -0.927  -1.353  -1.353 
Bottom         4.679   5.162   5.487   5.798   6.093   6.093 
 
Total
Precast-top    0.558   0.704   0.829   0.792   0.596   0.678 
Bottom         4.531   4.575   4.460   4.472   4.605   4.543 
 
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 = 14.03 %)
             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    2.59   12.47   25.60   38.73   51.87   65.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   12.47   25.60   38.73   51.87   65.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.082   0.090   0.395   0.702   0.914   1.027   1.039 
Precast-top    0.046   0.386   0.407   1.086   1.782   2.214   2.380   2.479 
Bottom         0.470   1.712   1.683   0.778  -0.208  -0.839  -1.114  -1.207 
 

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
    411.8    6.5   57.6    1.287   5.9   6.00e-3 50.0    421.1     1.762    3.840      0.00
      0.0    1.3   57.0     42.0 0.136      30.6 0.87    12.00     0.123    1.834 
Transfer:   3.00
    399.6    6.5   57.6    5.792  26.4  -0.09e-3 28.7    244.1     0.488    2.112      0.00
    819.3    5.9   54.7    189.0 0.130     173.5 5.14    12.00     0.123    1.861 
Critical:   5.18
    387.9    6.5   57.6    6.570  26.4  -0.13e-3 28.5    226.7     0.455    1.760      0.00
   1518.9    6.9   54.2    189.0 0.128     178.0 5.33    12.00     0.123    1.900 
0.1L    :  13.13
    346.4    6.5   56.5    9.536  26.4  -0.14e-3 28.5    190.0     0.404    0.827      0.00
   3980.4   10.8   51.1    189.0 0.120     168.5 5.35    24.00     0.123    1.516 
0.2L    :  26.27
    280.7    6.5   52.9   11.718  26.4  -0.04e-3 28.9    140.1     0.324    0.620      0.00
   7117.1   11.0   47.6    189.0 0.102     145.4 4.95    24.00     0.123    1.410 
0.3L    :  39.40
    216.4    6.5   55.0   11.718  26.4   0.62e-3 31.2    114.2     0.279    0.413      0.00
   9214.8   11.1   49.5    189.0 0.074      99.9 3.27    24.00     0.123    1.228 
0.4L    :  52.53
    153.4    6.5   57.1   11.718   0.0   1.02e-3 32.6     83.8     0.208    0.413      0.00
  10317.4   11.1   51.6    189.0 0.056      86.6 2.72    24.00     0.123    1.488 
0.5L    :  65.67
     92.1    6.5   57.1   11.718   0.0   0.94e-3 32.3     12.8     0.123    0.413      0.00
  10470.8   11.1   51.6    189.0 0.034      89.5 2.82    24.00     0.123    2.523 
0.6L    :  78.80
    153.4    6.5   57.1   11.718   0.0   1.02e-3 32.6     83.8     0.208    0.413      0.00
  10317.4   11.1   51.6    189.0 0.056      86.6 2.72    24.00     0.123    1.488 
0.7L    :  91.93
    216.4    6.5   55.0   11.718  26.4   0.62e-3 31.2    114.2     0.279    0.413      0.00
   9214.8   11.1   49.5    189.0 0.074      99.9 3.27    24.00     0.123    1.228 
0.8L    : 105.07
    280.7    6.5   52.9   11.718  26.4  -0.04e-3 28.9    140.1     0.324    0.620      0.00
   7117.1   11.0   47.6    189.0 0.102     145.4 4.95    24.00     0.123    1.410 
0.9L    : 118.20
    346.4    6.5   56.5    9.536  26.4  -0.14e-3 28.5    190.0     0.404    0.827      0.00
   3980.4   10.8   51.1    189.0 0.120     168.5 5.35    24.00     0.123    1.516 
Critical: 126.15
    387.9    6.5   57.6    6.570  26.4  -0.13e-3 28.5    226.7     0.455    1.760      0.00
   1518.9    6.9   54.2    189.0 0.128     178.0 5.33    12.00     0.123    1.900 
Transfer: 128.33
    399.6    6.5   57.6    5.792  26.4  -0.09e-3 28.7    244.1     0.488    2.112      0.00
    819.3    5.9   54.7    189.0 0.130     173.5 5.14    12.00     0.123    1.861 
Bearing : 130.67
    411.8    6.5   57.6    1.287   5.9   6.00e-3 50.0    421.1     1.762    3.840      0.00
      0.0    1.3   57.0     42.0 0.136      30.6 0.87    12.00     0.123    1.834 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 2212.36
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    4.42
 
 
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
    411.8      8.03     57.65    1.35       56.98    24.00      0.300      1.927      0.000      3.840 
Transfer:      2.33
    399.6      8.12     57.65    5.89       54.71    24.00      0.300      1.956      0.000      2.112 
Critical:      4.52
    388.2      7.96     57.65    6.93       54.18    24.00      0.300      1.903      0.000      1.760 
0.1L    :     12.47
    346.4      7.53     56.50   10.78       51.11    24.00      0.300      1.761      0.000      0.827 
0.2L    :     25.60
    280.7      6.58     52.92   11.02       47.41    24.00      0.300      1.443      0.000      0.620 
0.3L    :     38.73
    216.4      4.86     55.03   11.08       49.49    24.00      0.300      0.870      0.000      0.413 
0.4L    :     51.87
    153.4      3.30     57.14   11.14       51.57    24.00      0.300      0.351      0.000      0.413 
0.5L    :     65.00
     92.1      1.98     57.14   11.14       51.57    24.00      0.300      0.000      0.000      0.413 
0.6L    :     78.13
    153.4      3.30     57.14   11.14       51.57    24.00      0.300      0.351      0.000      0.413 
0.7L    :     91.27
    216.4      4.86     55.03   11.08       49.49    24.00      0.300      0.870      0.000      0.413 
0.8L    :    104.40
    280.7      6.58     52.92   11.02       47.41    24.00      0.300      1.443      0.000      0.620 
0.9L    :    117.53
    346.4      7.53     56.50   10.78       51.11    24.00      0.300      1.761      0.000      0.827 
Critical:    125.48
    388.2      7.96     57.65    6.93       54.18    24.00      0.300      1.903      0.000      1.760 
Transfer:    127.67
    399.6      8.12     57.65    5.89       54.71    24.00      0.300      1.956      0.000      2.112 
Bearing :    130.00
    411.8      8.03     57.65    1.35       56.98    24.00      0.300      1.927      0.000      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 12.47 ft
Prestress      :       2.610  1.80      4.698  2.20      5.742
Self Wt.       :      -1.061  1.85     -1.963  2.40     -2.546
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          :       1.549            2.736            3.196
 
At 0.2 x L = 25.60 ft
Prestress      :       4.688  1.80      8.438  2.20     10.313
Self Wt.       :      -1.987  1.85     -3.677  2.40     -4.770
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          :       2.701            4.762            5.544
 
At 0.3 x L = 38.73 ft
Prestress      :       6.170  1.80     11.106  2.20     13.574
Self Wt.       :      -2.690  1.85     -4.977  2.40     -6.457
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          :       3.479            6.128            7.116
 
At 0.4 x L = 51.87 ft
Prestress      :       7.008  1.80     12.614  2.20     15.417
Self Wt.       :      -3.112  1.85     -5.757  2.40     -7.468
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          :       3.896            6.857            7.949
 
At 0.5 x L = 65.00 ft
Prestress      :       7.334  1.80     13.201  2.20     16.135
Self Wt.       :      -3.268  1.85     -6.045  2.40     -7.842
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          :       4.066            7.156            8.292
 
At 0.6 x L = 78.13 ft
Prestress      :       7.008  1.80     12.614  2.20     15.417
Self Wt.       :      -3.112  1.85     -5.757  2.40     -7.468
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          :       3.896            6.857            7.949
 
At 0.7 x L = 91.27 ft
Prestress      :       6.170  1.80     11.106  2.20     13.574
Self Wt.       :      -2.690  1.85     -4.977  2.40     -6.457
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          :       3.479            6.128            7.116
 
At 0.8 x L = 104.40 ft
Prestress      :       4.688  1.80      8.438  2.20     10.313
Self Wt.       :      -1.987  1.85     -3.677  2.40     -4.770
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          :       2.701            4.762            5.544
 
At 0.9 x L = 117.53 ft
Prestress      :       2.610  1.80      4.698  2.20      5.742
Self Wt.       :      -1.061  1.85     -1.963  2.40     -2.546
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          :       1.549            2.736            3.196
 

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
   824.9    48.8  7.528  259.3    6.9   5.89   7463.3  0.023T 1.00       -       -     -     -  
H/2     :   2.59
   915.0    48.9  7.646  259.1    7.0   5.98   7576.3  0.023T 1.00       -       -     -     -  
0.1L    :  12.47
  4048.7    50.6 11.629  251.1   12.7  10.78  11218.0  0.011T 1.00   1160.8  1160.8    9.66    -  
0.2L    :  25.60
  7360.2    52.9 11.718  251.5   13.0  11.02  11870.5  0.011T 1.00    716.3   716.3   16.57    -  
0.3L    :  38.73
  9693.2    55.0 11.718  252.1   13.0  11.08  12414.9  0.011T 1.00    425.5   425.5   29.18    -  
0.4L    :  51.87
 11088.6    57.1 11.718  252.7   13.1  11.14  12960.1  0.011T 1.00    283.3   283.3   45.75    -  
0.5L    :  65.00
 11521.6    57.1 11.718  252.7   13.1  11.14  12960.1  0.011T 1.00    218.9   218.9   59.20    -  
0.6L    :  78.13
 11088.6    57.1 11.718  252.7   13.1  11.14  12960.1  0.011T 1.00    283.3   283.3   45.75    -  
0.7L    :  91.27
  9693.2    55.0 11.718  252.1   13.0  11.08  12414.9  0.011T 1.00    425.5   425.5   29.18    -  
0.8L    : 104.40
  7360.2    52.9 11.718  251.5   13.0  11.02  11870.5  0.011T 1.00    716.3   716.3   16.57    -  
0.9L    : 117.53
  4048.7    50.6 11.629  251.1   12.7  10.78  11218.0  0.011T 1.00   1160.8  1160.8    9.66    -  
H/2     : 127.41
   915.0    48.9  7.646  259.1    7.0   5.98   7576.3  0.023T 1.00       -       -     -     -  
Transfer: 127.67
   824.9    48.8  7.528  259.3    6.9   5.89   7463.3  0.023T 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 1-27; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.100    0.446
        M   2.00 Fb     0.112   -0.162
 
  2   2 E  50.00 Ft     0.416    0.724
        M  12.00 Fb     0.051   -0.191
 
  3   2 E  48.00 Ft     0.714    0.985
        M  10.00 Fb     0.005   -0.207
 
  4   2 E  46.00 Ft     0.995    1.228
        M   8.00 Fb    -0.027   -0.209
 
  5   2 E  44.00 Ft     1.259    1.454
        M   6.00 Fb    -0.046   -0.197
 
  6   2 E  42.00 Ft     1.504    1.662
        M   4.00 Fb    -0.050   -0.171
 
  7   2 E  40.00 Ft     1.733    1.853
        M   2.00 Fb    -0.041   -0.132
 
  8   2 E   8.00 Ft     1.700    1.820
        M   8.00 Fb     0.177    0.084
 
  9   2 E   8.00 Ft     1.666    1.788
        M   8.00 Fb     0.395    0.299
 
 10   2 E   8.00 Ft     1.633    1.756
        M   8.00 Fb     0.613    0.515
 
 11   2 E   6.00 Ft     1.582    1.706
        M   6.00 Fb     0.844    0.744
 
 12   2 E   6.00 Ft     1.532    1.657
        M   6.00 Fb     1.076    0.973
 
 13   2 E   6.00 Ft     1.481    1.607
        M   6.00 Fb     1.308    1.203
 
 14   2 E   6.00 Ft     1.430    1.557
        M   6.00 Fb     1.540    1.432
 
 15   2 E   6.00 Ft     1.379    1.508
        M   6.00 Fb     1.771    1.662
 
 16   2 E   6.00 Ft     1.329    1.458
        M   6.00 Fb     2.003    1.891
 
 17   2 E   4.00 Ft     1.260    1.391
        M   4.00 Fb     2.249    2.134
 
 18   2 E   4.00 Ft     1.260    1.323
        M   4.00 Fb     2.249    2.379
 
 19   2 E   4.00 Ft     1.192    1.256
        M   4.00 Fb     2.494    2.622
 
 20   2 E   4.00 Ft     1.124    1.189
        M   4.00 Fb     2.740    2.865
 
 21   2 E   4.00 Ft     1.056    1.122
        M   4.00 Fb     2.986    3.108
 
 22   2 E   4.00 Ft     0.987    1.055
        M   4.00 Fb     3.231    3.352
 
 23   2 E   2.00 Ft     0.902    0.970
        M   2.00 Fb     3.491    3.609
 
 24   2 E   2.00 Ft     0.815    0.885
        M   2.00 Fb     3.752    3.867
 
 25   2 E   2.00 Ft     0.729    0.800
        M   2.00 Fb     4.012    4.124
 
 26   2 E   2.00 Ft     0.644    0.716
        M   2.00 Fb     4.271    4.381
 
 27   2 E   2.00 Ft     0.558    0.631
        M   2.00 Fb     4.531    4.638
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 131.33            Release Length, ft: 131.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  54
No. of strands, Draped:  12           No. of strands, Straight:  42
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.0 ksi  f'ct   4.0 ksi
Initial losses: 10.12 %               Final losses: 15.30 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.605   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.558       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)                 12960.10    11521.57     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      16.67 %               OK
      Max. Debond Total                    25.00 %       3.70 %               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   0.297     Midspan
    Pre.Top:   5.400  -0.000     Bearing    4.050   3.432     Midspan
    Pre.Bot:   5.400  -0.000     Bearing    4.050   3.727    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.570  -0.000     Bearing
    Pre.Bot:  -0.570  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.600   2.479     Midspan
    Pre.Bot:                                                             3.600   1.712    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  65.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.334  1.80     13.201  2.20     16.135
Self Wt.       :      -3.268  1.85     -6.045  2.40     -7.842
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          :       4.066            7.156            8.292
 
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

