 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTD115 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 115 feet, girder spacing is 9.25 feet, and deck overhang width is 3 
                     feet and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) The hold-down location is at 0.35*(beam length)
                     (9) The beam lifting and supporting points are both assumed are 4.875 feet and 12 feet from 
                     the girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 7 ksi and 8 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_79ad.tmp\BTD115-0_35\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 =   3440264.00
 
SPAN DATA
---------
Precast length    , ft =    116.333
Bearing-to-bearing, ft =    115.000
Release span      , ft =    116.333
 
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      =      8.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5362.700        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      7.000 
Eci ,ksi      =   5131.520
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 0.35L
     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  115.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052  115.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076  115.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  115.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087  115.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  115.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087  115.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  115.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087  115.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  115.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076  115.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   57.500
   1    2        0.500   57.500
   1    3        0.500   57.500
   1    4        0.500   57.500
   1    5        0.250   57.500
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740  115.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  115.00   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   0.044*     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              7.00 ksi 
  Elasticity          5131.5 ksi 
  Max comp              4.55 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.63 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      8.00 ksi    4.00 ksi 
  Elasticity 5362.70 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.80 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.60 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    3.20 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.54 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    7.00        8.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    7.00        8.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    7.00        8.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    7.00        8.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    7.00        8.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 40 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 40.72 ft from member end )
 
END PATTERN (Ycg = 10.50 in):
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in 2 @ 46.000 in 
  2 @ 48.000 in  2 @ 50.000 in                               
 
MID PATTERN (Ycg = 3.90 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.2500   2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.6670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  13.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  13.1670  20.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  20.1670  32.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  32.6670  83.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  83.6663  96.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00  96.1663 103.1663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 103.1667 110.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 110.6663 113.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 113.6663 114.0833 Yes       
       2 US#6[M19]  60.0  0.88    3.00 114.0833 114.8333 Yes       
       2 US#6[M19]  60.0  0.88    2.75 114.8333 116.2083 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 116.3330       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:
 40 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 40.72 ft from member end )
 
END PATTERN (Ycg = 10.50 in):
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in 2 @ 46.000 in 
  2 @ 48.000 in  2 @ 50.000 in                               
 
MID PATTERN (Ycg = 3.90 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.2500   2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.6670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  13.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  13.1670  20.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  20.1670  32.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  32.6670  83.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  83.6663  96.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00  96.1663 103.1663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 103.1667 110.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 110.6663 113.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 113.6663 114.0833 Yes       
       2 US#6[M19]  60.0  0.88    3.00 114.0833 114.8333 Yes       
       2 US#6[M19]  60.0  0.88    2.75 114.8333 116.2083 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 116.3330       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:
 40 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 40.72 ft from member end )
 
END PATTERN (Ycg = 10.50 in):
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in 2 @ 46.000 in 
  2 @ 48.000 in  2 @ 50.000 in                               
 
MID PATTERN (Ycg = 3.90 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.2500   2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.6670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  13.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  13.1670  20.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  20.1670  32.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  32.6670  83.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  83.6663  96.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00  96.1663 103.1663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 103.1667 110.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 110.6663 113.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 113.6663 114.0833 Yes       
       2 US#6[M19]  60.0  0.88    3.00 114.0833 114.8333 Yes       
       2 US#6[M19]  60.0  0.88    2.75 114.8333 116.2083 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 116.3330       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:
 40 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 40.72 ft from member end )
 
END PATTERN (Ycg = 10.50 in):
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in 2 @ 46.000 in 
  2 @ 48.000 in  2 @ 50.000 in                               
 
MID PATTERN (Ycg = 3.90 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.2500   2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.6670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  13.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  13.1670  20.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  20.1670  32.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  32.6670  83.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  83.6663  96.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00  96.1663 103.1663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 103.1667 110.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 110.6663 113.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 113.6663 114.0833 Yes       
       2 US#6[M19]  60.0  0.88    3.00 114.0833 114.8333 Yes       
       2 US#6[M19]  60.0  0.88    2.75 114.8333 116.2083 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 116.3330       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:
 40 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 40.72 ft from member end )
 
END PATTERN (Ycg = 10.50 in):
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in 2 @ 46.000 in 
  2 @ 48.000 in  2 @ 50.000 in                               
 
MID PATTERN (Ycg = 3.90 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.2500   2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.6670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  13.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  13.1670  20.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  20.1670  32.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  32.6670  83.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  83.6663  96.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00  96.1663 103.1663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 103.1667 110.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 110.6663 113.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 113.6663 114.0833 Yes       
       2 US#6[M19]  60.0  0.88    3.00 114.0833 114.8333 Yes       
       2 US#6[M19]  60.0  0.88    2.75 114.8333 116.2083 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 116.3330       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  115.00
     DC  Line       0.052      0.00       0.052  115.00
     DC  Line       0.076      0.00       0.076  115.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    57.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 116.333 ft
Release length = 116.333 ft
Design  length = 115.000 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)  : 0.703   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.924   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.018   (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           1363.5 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           671193 in4#
Ht. of c.g.           =        24.64 in             39.81 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 = 0.7955

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    10.97    22.60    34.23    45.87    57.50
 
Precast: (At Release, using Ec =  5131.5 ksi )
  Area    , in2    757.6    788.3    788.3    788.3    788.3    788.3    788.3    788.3
  Yb      ,  in    24.47    23.91    23.90    23.84    23.74    23.65    23.60    23.60
  MI(Ixx) , in4   287622   293892   293939   295503   297905   300575   302010   302010
Composite: (At Final, using Ec =  5362.7 ksi )
  Area    , in2   1371.8   1400.9   1400.9   1400.9   1400.9   1400.9   1400.9   1400.9
  Yb      ,  in    39.63    39.01    39.01    38.97    38.92    38.87    38.85    38.85
  MI(Ixx) , in4   678350   703547   703638   706657   711075   715751   718187   718187

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.00  ksi   
  Elasticity         =     5131.5 ksi   
  Max comp           =       4.55 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.63 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.00 ksi           4.00 ksi
  Elasticity         =    5362.70 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.80 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.60 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           =       3.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.54 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  40 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 40.72 ft from member end )
END PATTERN (Ycg = 10.50 in):
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in     2 @ 46.000 in
     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.90 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    8.68 in2      Initial Pull          =     1701.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.609 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.511 ft
Holddown Force        =  22.891 kips     Beam Shrtng (PL/AE)   =      0.587 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)       
--------------------------------------------------------------------------------------
      4655.309         740 3444.928     22.405 90740.172  1352.978     736.380        
 
 
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      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     13.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      13.1670     20.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.1670     32.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      32.6670     83.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      83.6663     96.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      96.1663    103.1663    Yes
      2      US#5[M16]       60.00        0.62       9.00     103.1667    110.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     110.6663    113.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00     113.6663    114.0833    Yes
      2      US#6[M19]       60.00        0.88       3.00     114.0833    114.8333    Yes
      2      US#6[M19]       60.00        0.88       2.75     114.8333    116.2083    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 116.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 8.6800 in2       Ycg =  3.90 in
         P_init    =     1701.5 kips  Ecc = 20.74 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5132 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.49 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.969 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.69 ksi    0.00 ksi
    due to Composite Loads                                 -2.36 ksi    0.00 ksi
    due to Live Loads                                      -6.83 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                         7.50 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        14.20 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.49 ksi  ( 8.41 %)             8.23 ksi ( 4.20 %)
Total Prestress Losses                                    24.71 ksi (12.61 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   102.5   113.7   445.0   814.4  1078.3  1236.7  1289.4
(Max)       V      44.9    43.0    42.8    36.3    27.2    18.1     9.1     0.0
DL-Prec.  : M       0.0    21.5    23.8    93.3   170.8   226.1   259.3   270.4
DC(Max)     V       9.4     9.0     9.0     7.6     5.7     3.8     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
Deck +    : M       0.0   105.8   117.3   459.1   840.3  1112.6  1276.0  1330.5
Haunch (Max)V      46.3    44.4    44.2    37.5    28.1    18.7     9.4     0.0
Diaphragm : M       0.0     0.3     0.3     1.4     2.8     4.3     5.7     7.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    38.9    43.1   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.3    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.5    23.8    93.2   170.5   225.8   258.9   270.0
DW(Max)     V       9.4     9.0     9.0     7.6     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   226.9   251.7   980.1  1779.2  2330.9  2659.5  2751.1
            V     127.0   123.4   123.0   110.1    92.8    75.5    51.3     9.4
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   127.0   123.4   123.0   110.2    94.1    78.7    64.1    50.2
            M       0.0   224.0   248.2   949.5  1670.5  2116.9  2309.3  2268.3
Total     : M+      0.0   517.4   573.8  2240.8  4087.2  5387.2  6165.5  6407.9
            V     254.1   245.4   244.4   213.0   170.0   127.0    77.1     9.5
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   254.1   245.4   244.4   213.0   171.2   130.2    89.9    50.3
            M       0.0   514.4   570.4  2210.3  3978.4  5173.2  5815.3  5925.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.41  112.67  115.00
Self wt.  : M    1236.7  1078.3   814.4   445.0   113.7   102.5     0.0
(Max)       V       9.1    18.1    27.2    36.3    42.8    43.0    44.9
DL-Prec.  : M     259.3   226.1   170.8    93.3    23.8    21.5     0.0
DC(Max)     V       1.9     3.8     5.7     7.6     9.0     9.0     9.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1276.0  1112.6   840.3   459.1   117.3   105.8     0.0
Haunch (Max)V       9.4    18.7    28.1    37.5    44.2    44.4    46.3
Diaphragm : M       5.7     4.3     2.8     1.4     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     469.3   409.2   309.1   168.9    43.1    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.3    16.3    17.0
DL-Comp   : M     258.9   225.8   170.5    93.2    23.8    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     9.0     9.0     9.4
LL + I    : M+   2659.5  2330.9  1779.2   980.1   251.7   226.9     0.0
            V      51.3    75.5    92.8   110.1   123.0   123.4   127.0
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    64.1    78.7    94.1   110.2   123.0   123.4   127.0
            M    2309.3  2116.9  1670.5   949.5   248.2   224.0    -0.0
Total     : M+   6165.5  5387.2  4087.2  2240.8   573.8   517.4     0.0
            V      77.1   127.0   170.0   213.0   244.4   245.4   254.1
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    89.9   130.2   171.2   213.0   244.4   245.4   254.1
            M    5815.3  5173.2  3978.4  2210.3   570.4   514.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               44.9             44.9
Deck+Haunch            46.3             46.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            9.4              9.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           85.1             85.1
DL-Comp.(DW)           47.0             47.0
Live                  103.0            103.0
        Truck          66.2             66.2
        Lane           36.8             36.8
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, 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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   102.5   113.7   445.0   814.4  1078.3  1236.7  1289.4
(Max)       V      44.9    43.0    42.8    36.3    27.2    18.1     9.1     0.0
DL-Prec.  : M       0.0    21.5    23.8    93.3   170.8   226.1   259.3   270.4
DC(Max)     V       9.4     9.0     9.0     7.6     5.7     3.8     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
Deck +    : M       0.0   105.8   117.3   459.1   840.3  1112.6  1276.0  1330.5
Haunch (Max)V      46.3    44.4    44.2    37.5    28.1    18.7     9.4     0.0
Diaphragm : M       0.0     0.3     0.3     1.4     2.8     4.3     5.7     7.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    38.9    43.1   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.3    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.5    23.8    93.2   170.5   225.8   258.9   270.0
DW(Max)     V       9.4     9.0     9.0     7.6     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   181.6   201.3   784.0  1423.4  1864.7  2127.6  2200.9
            V     101.6    98.8    98.4    88.1    74.3    60.4    41.0     7.5
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   101.6    98.8    98.4    88.1    75.2    62.9    51.3    40.2
            M       0.0   179.2   198.6   759.6  1336.4  1693.5  1847.5  1814.6
Total     : M+      0.0   472.0   523.5  2044.8  3731.3  4921.0  5633.6  5857.7
            V     228.7   220.7   219.8   191.0   151.4   111.9    66.8     7.6
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   228.7   220.7   219.8   191.0   152.4   114.4    77.1    40.3
            M       0.0   469.7   520.7  2020.4  3644.3  4749.9  5353.4  5471.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.41  112.67  115.00
Self wt.  : M    1236.7  1078.3   814.4   445.0   113.7   102.5     0.0
(Max)       V       9.1    18.1    27.2    36.3    42.8    43.0    44.9
DL-Prec.  : M     259.3   226.1   170.8    93.3    23.8    21.5     0.0
DC(Max)     V       1.9     3.8     5.7     7.6     9.0     9.0     9.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1276.0  1112.6   840.3   459.1   117.3   105.8     0.0
Haunch (Max)V       9.4    18.7    28.1    37.5    44.2    44.4    46.3
Diaphragm : M       5.7     4.3     2.8     1.4     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     469.3   409.2   309.1   168.9    43.1    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.3    16.3    17.0
DL-Comp   : M     258.9   225.8   170.5    93.2    23.8    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     9.0     9.0     9.4
LL + I    : M+   2127.6  1864.7  1423.4   784.0   201.3   181.6     0.0
            V      41.0    60.4    74.3    88.1    98.4    98.8   101.6
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    51.3    62.9    75.2    88.1    98.4    98.8   101.6
            M    1847.5  1693.5  1336.4   759.6   198.6   179.2    -0.0
Total     : M+   5633.6  4921.0  3731.3  2044.8   523.5   472.0     0.0
            V      66.8   111.9   151.4   191.0   219.8   220.7   228.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    77.1   114.4   152.4   191.0   219.8   220.7   228.7
            M    5353.4  4749.9  3644.3  2020.4   520.7   469.7    -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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   128.2   142.1   556.2  1018.0  1347.9  1545.8  1611.8
(Max)       V      56.1    53.8    53.5    45.4    34.0    22.7    11.3     0.0
Self wt.  : M       0.0    92.3   102.3   400.5   733.0   970.5  1113.0  1160.5
(Min)       V      40.4    38.7    38.5    32.7    24.5    16.3     8.2     0.0
DL-Prec.  : M       0.0    26.9    29.8   116.6   213.5   282.7   324.2   338.0
DC(Max)     V      11.8    11.3    11.2     9.5     7.1     4.8     2.4     0.0
DL-Prec.  : M       0.0    19.4    21.5    84.0   153.7   203.5   233.4   243.4
DC(Min)     V       8.5     8.1     8.1     6.9     5.1     3.4     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   132.2   146.7   573.9  1050.4  1390.8  1595.0  1663.1
Haunch (Max)V      57.8    55.5    55.2    46.8    35.1    23.4    11.7     0.0
Deck +    : M       0.0    95.2   105.6   413.2   756.3  1001.4  1148.4  1197.4
Haunch (Min)V      41.6    40.0    39.8    33.7    25.3    16.9     8.4     0.0
Diaphragm : M       0.0     0.4     0.4     1.7     3.5     5.3     7.2     9.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.2     2.5     3.9     5.2     6.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    48.6    53.9   211.1   386.3   511.5   586.6   611.7
DC(Max)     V      21.3    20.4    20.3    17.2    12.9     8.6     4.3     0.0
DL-Comp   : M       0.0    35.0    38.8   152.0   278.2   368.3   422.4   440.4
DC(Min)     V      15.3    14.7    14.6    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    32.2    35.7   139.7   255.8   338.7   388.4   405.0
DW(Max)     V      14.1    13.5    13.5    11.4     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    14.0    15.5    60.6   110.8   146.8   168.3   175.5
DW(Min)     V       6.1     5.9     5.8     4.9     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   397.2   440.4  1715.1  3113.7  4079.0  4654.2  4814.4
            V     222.3   216.0   215.3   192.7   162.4   132.1    89.7    16.4
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   222.3   216.0   215.3   192.8   164.6   137.7   112.1    87.8
            M       0.0   391.9   434.4  1661.6  2923.3  3704.6  4041.3  3969.5
Total     : M+      0.0   765.6   849.0  3314.3  6041.2  7955.9  9101.4  9452.9
            V     383.5   370.7   369.2   323.2   260.3   197.4   122.5    16.6
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   383.5   370.7   369.3   323.3   262.5   203.0   144.8    88.0
            M       0.0   760.4   843.0  3260.9  5850.9  7581.4  8488.5  8608.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.41  112.67  115.00
Self wt.  : M    1545.8  1347.9  1018.0   556.2   142.1   128.2     0.0
(Max)       V      11.3    22.7    34.0    45.4    53.5    53.8    56.1
Self wt.  : M    1113.0   970.5   733.0   400.5   102.3    92.3     0.0
(Min)       V       8.2    16.3    24.5    32.7    38.5    38.7    40.4
DL-Prec.  : M     324.2   282.7   213.5   116.6    29.8    26.9     0.0
DC(Max)     V       2.4     4.8     7.1     9.5    11.2    11.3    11.8
DL-Prec.  : M     233.4   203.5   153.7    84.0    21.5    19.4     0.0
DC(Min)     V       1.7     3.4     5.1     6.9     8.1     8.1     8.5
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    1595.0  1390.8  1050.4   573.9   146.7   132.2     0.0
Haunch (Max)V      11.7    23.4    35.1    46.8    55.2    55.5    57.8
Deck +    : M    1148.4  1001.4   756.3   413.2   105.6    95.2     0.0
Haunch (Min)V       8.4    16.9    25.3    33.7    39.8    40.0    41.6
Diaphragm : M       7.2     5.3     3.5     1.7     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       5.2     3.9     2.5     1.2     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     586.6   511.5   386.3   211.1    53.9    48.6     0.0
DC(Max)     V       4.3     8.6    12.9    17.2    20.3    20.4    21.3
DL-Comp   : M     422.4   368.3   278.2   152.0    38.8    35.0     0.0
DC(Min)     V       3.1     6.2     9.3    12.4    14.6    14.7    15.3
DL-Comp   : M     388.4   338.7   255.8   139.7    35.7    32.2     0.0
DW(Max)     V       2.8     5.7     8.5    11.4    13.5    13.5    14.1
DL-Comp   : M     168.3   146.8   110.8    60.6    15.5    14.0     0.0
DW(Min)     V       1.2     2.5     3.7     4.9     5.8     5.9     6.1
LL + I    : M+   4654.2  4079.0  3113.7  1715.1   440.4   397.2     0.0
            V      89.7   132.1   162.4   192.7   215.3   216.0   222.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.1   137.7   164.6   192.8   215.3   216.0   222.3
            M    4041.3  3704.6  2923.3  1661.6   434.4   391.9    -0.0
Total     : M+   9101.4  7955.9  6041.2  3314.3   849.0   765.6     0.0
            V     122.5   197.4   260.3   323.2   369.2   370.7   383.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   144.8   203.0   262.5   323.3   369.3   370.7   383.5
            M    8488.5  7581.4  5850.9  3260.9   843.0   760.4    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               56.1             56.1
Deck+Haunch            57.8             57.8
Diaphragm               0.2              0.2
DL-Prec.(DC)           11.8             11.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          106.4            106.4
DL-Comp.(DW)           70.4             70.4
Live                  180.2            180.2
        Truck         115.8            115.8
        Lane           64.4             64.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, 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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   102.5   113.7   445.0   814.4  1078.3  1236.7  1289.4
(Max)       V      44.9    43.0    42.8    36.3    27.2    18.1     9.1     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    21.5    23.8    93.3   170.8   226.1   259.3   270.4
DC(Max)     V       9.4     9.0     9.0     7.6     5.7     3.8     1.9     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   105.8   117.3   459.1   840.3  1112.6  1276.0  1330.5
Haunch (Max)V      46.3    44.4    44.2    37.5    28.1    18.7     9.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.4     2.8     4.3     5.7     7.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    38.9    43.1   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.3    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    21.5    23.8    93.2   170.5   225.8   258.9   270.0
DW(Max)     V       9.4     9.0     9.0     7.6     5.7     3.8     1.9     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   220.7   244.6   942.7  1680.8  2194.6  2467.1  2469.9
            V     124.1   121.0   120.6   109.4    94.6    71.8    57.0    23.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   124.1   121.0   120.6   109.4    94.6    79.9    65.1    50.4
            M       0.0   220.7   244.6   942.7  1680.8  2149.1  2347.8  2276.7
Total     : M+      0.0   511.1   566.8  2203.5  3988.7  5251.0  5973.1  6126.7
            V     251.2   242.9   242.0   212.2   171.8   123.3    82.8    23.4
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   251.2   242.9   242.0   212.2   171.8   131.4    90.9    50.5
            M       0.0   511.1   566.8  2203.5  3988.7  5205.5  5853.7  5933.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.41  112.67  115.00
Self wt.  : M    1236.7  1078.3   814.4   445.0   113.7   102.5     0.0
(Max)       V       9.1    18.1    27.2    36.3    42.8    43.0    44.9
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     259.3   226.1   170.8    93.3    23.8    21.5     0.0
DC(Max)     V       1.9     3.8     5.7     7.6     9.0     9.0     9.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1276.0  1112.6   840.3   459.1   117.3   105.8     0.0
Haunch (Max)V       9.4    18.7    28.1    37.5    44.2    44.4    46.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.7     4.3     2.8     1.4     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     469.3   409.2   309.1   168.9    43.1    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.3    16.3    17.0
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     258.9   225.8   170.5    93.2    23.8    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     9.0     9.0     9.4
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+   2467.1  2194.6  1680.8   942.7   244.6   220.7     0.0
            V      57.0    71.8    94.6   109.4   120.6   121.0   124.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    65.1    79.9    94.6   109.4   120.6   121.0   124.1
            M    2347.8  2149.1  1680.8   942.7   244.6   220.7     0.0
Total     : M+   5973.1  5251.0  3988.7  2203.5   566.8   511.1     0.0
            V      82.8   123.3   171.8   212.2   242.0   242.9   251.2
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    90.9   131.4   171.8   212.2   242.0   242.9   251.2
            M    5853.7  5205.5  3988.7  2203.5   566.8   511.1     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.63   23.27   34.90   46.53   58.17   40.72
 
Beam-Self
Precast-top    0.163   0.582   1.029   1.343   1.530   1.594   1.452 
Bottom        -0.129  -0.460  -0.808  -1.046  -1.188  -1.237  -1.129 
 
Prestress
Precast-top   -0.262  -0.485  -0.782  -1.073  -1.216  -1.216  -1.216 
Bottom         4.081   4.247   4.465   4.675   4.778   4.778   4.778 
 
Total
Precast-top   -0.099   0.096   0.247   0.271   0.314   0.378   0.236 
Bottom         3.952   3.788   3.658   3.629   3.590   3.540   3.648 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.30 %)
             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   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.042  -0.230  -0.236  -0.426  -0.686  -0.941  -1.066  -1.066
Bottom         0.835   3.579   3.584   3.725   3.916   4.101   4.190   4.190
 
Self wt.
Precast-top   -0.000   0.126   0.140   0.545   0.993   1.307   1.494   1.558
Bottom        -0.000  -0.100  -0.111  -0.431  -0.779  -1.018  -1.160  -1.209
 
DL-Prec (DC)
Precast-top   -0.000   0.026   0.029   0.114   0.208   0.274   0.313   0.327
Bottom        -0.000  -0.021  -0.023  -0.090  -0.163  -0.213  -0.243  -0.254
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.002   0.003   0.005   0.007   0.009
Bottom        -0.000  -0.000  -0.000  -0.001  -0.003  -0.004  -0.005  -0.007
 
Deck + Haunch
Precast-top   -0.000   0.130   0.144   0.562   1.024   1.348   1.541   1.607
Bottom        -0.000  -0.103  -0.114  -0.444  -0.804  -1.050  -1.197  -1.248
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.014   0.053   0.097   0.128   0.146   0.152
Precast-top   -0.000   0.010   0.011   0.043   0.079   0.104   0.119   0.124
Bottom        -0.000  -0.026  -0.029  -0.112  -0.203  -0.267  -0.305  -0.318
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.029   0.053   0.070   0.081   0.084
Precast-top   -0.000   0.005   0.006   0.024   0.043   0.057   0.066   0.068
Bottom        -0.000  -0.014  -0.016  -0.062  -0.112  -0.147  -0.168  -0.175
 
LL+I(+)
Topping-top   -0.000   0.072   0.079   0.308   0.557   0.727   0.827   0.856
Precast-top   -0.000   0.058   0.064   0.250   0.453   0.591   0.673   0.697
Bottom        -0.000  -0.151  -0.167  -0.649  -1.169  -1.519  -1.726  -1.786
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.091   0.100   0.391   0.707   0.925   1.054   1.092 
Precast-top   -0.042   0.126   0.159   1.115   2.117   2.746   3.147   3.323 
Bottom         0.835   3.164   3.123   1.936   0.684  -0.118  -0.614  -0.805 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.021   0.082   0.150   0.198   0.227   0.236 
Precast-top   -0.042   0.068   0.095   0.864   1.665   2.154   2.473   2.626 
Bottom         0.835   3.315   3.290   2.585   1.853   1.401   1.113   0.980 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.63   23.27   34.90   46.53   58.17   40.72
 
Beam-Self
Precast-top    0.163   0.582   1.029   1.343   1.530   1.594   1.452 
Bottom        -0.129  -0.460  -0.808  -1.046  -1.188  -1.237  -1.129 
 
Prestress
Precast-top   -0.262  -0.485  -0.782  -1.073  -1.216  -1.216  -1.216 
Bottom         4.081   4.247   4.465   4.675   4.778   4.778   4.778 
 
Total
Precast-top   -0.099   0.096   0.247   0.271   0.314   0.378   0.236 
Bottom         3.952   3.788   3.658   3.629   3.590   3.540   3.648 
 
As_top  , in2  0.000   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   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.30 %)
             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   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.042  -0.230  -0.236  -0.426  -0.686  -0.941  -1.066  -1.066
Bottom         0.835   3.579   3.584   3.725   3.916   4.101   4.190   4.190
 
Self wt.
Precast-top   -0.000   0.126   0.140   0.545   0.993   1.307   1.494   1.558
Bottom        -0.000  -0.100  -0.111  -0.431  -0.779  -1.018  -1.160  -1.209
 
DL-Prec (DC)
Precast-top   -0.000   0.026   0.029   0.114   0.208   0.274   0.313   0.327
Bottom        -0.000  -0.021  -0.023  -0.090  -0.163  -0.213  -0.243  -0.254
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.002   0.003   0.005   0.007   0.009
Bottom        -0.000  -0.000  -0.000  -0.001  -0.003  -0.004  -0.005  -0.007
 
Deck + Haunch
Precast-top   -0.000   0.130   0.144   0.562   1.024   1.348   1.541   1.607
Bottom        -0.000  -0.103  -0.114  -0.444  -0.804  -1.050  -1.197  -1.248
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.014   0.053   0.097   0.128   0.146   0.152
Precast-top   -0.000   0.010   0.011   0.043   0.079   0.104   0.119   0.124
Bottom        -0.000  -0.026  -0.029  -0.112  -0.203  -0.267  -0.305  -0.318
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.029   0.053   0.070   0.081   0.084
Precast-top   -0.000   0.005   0.006   0.024   0.043   0.057   0.066   0.068
Bottom        -0.000  -0.014  -0.016  -0.062  -0.112  -0.147  -0.168  -0.175
 
LL+I(+)
Topping-top   -0.000   0.057   0.063   0.247   0.446   0.581   0.662   0.685
Precast-top   -0.000   0.046   0.051   0.200   0.362   0.473   0.539   0.557
Bottom        -0.000  -0.121  -0.134  -0.519  -0.935  -1.215  -1.381  -1.429
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.076   0.085   0.329   0.596   0.779   0.888   0.921 
Precast-top   -0.042   0.115   0.146   1.065   2.027   2.627   3.012   3.183 
Bottom         0.835   3.194   3.156   2.066   0.918   0.186  -0.268  -0.448 
 

 
 
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   10.97   22.60   34.23   45.87   57.50
F_LL+I(+)
Topping-top   -0.000   0.070   0.077   0.296   0.526   0.684   0.767   0.768
Precast-top   -0.000   0.056   0.063   0.241   0.428   0.557   0.625   0.625
Bottom        -0.000  -0.147  -0.163  -0.624  -1.104  -1.430  -1.601  -1.603
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.079   0.088   0.338   0.601   0.783   0.881   0.886 
Precast-top   -0.021   0.091   0.110   0.673   1.260   1.634   1.861   1.938 
Bottom         0.418   1.510   1.482   0.669  -0.178  -0.730  -1.045  -1.113 
 

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
    383.5    6.5   58.4    1.086   4.5   6.00e-3 50.0    392.3     1.616    3.840      0.00
      0.0    1.0   57.9     42.0 0.140      29.3 0.87    12.00     0.116    1.775 
Transfer:   3.00
    370.7    6.5   58.4    4.885  20.1  -0.06e-3 28.8    228.1     0.447    1.760      0.00
    760.4    4.5   56.1    189.0 0.134     163.7 5.02    12.00     0.116    1.819 
Critical:   5.32
    357.8    6.5   58.4    5.562  20.1  -0.10e-3 28.7    209.5     0.410    1.760      0.00
   1443.1    5.2   55.8    189.0 0.130     168.0 5.18    12.00     0.116    1.875 
0.1L    :  11.63
    323.3    6.5   58.4    7.378  20.1  -0.10e-3 28.7    173.6     0.345    0.827      0.00
   3260.9    6.8   55.0    189.0 0.119     165.6 5.18    24.00     0.116    1.675 
0.2L    :  23.27
    262.5    6.5   55.5    8.680  20.1  -0.01e-3 29.0    124.7     0.265    0.496      0.00
   5850.9    6.8   52.1    189.0 0.100     146.9 4.85    24.00     0.116    1.374 
0.3L    :  34.90
    203.0    6.5   57.4    8.680  20.1   0.92e-3 32.2    116.2     0.271    0.413      0.00
   7581.4    6.8   54.0    189.0 0.073      89.3 2.84    24.00     0.116    1.270 
0.4L    :  46.53
    144.8    6.5   58.3    8.680   0.0   1.45e-3 34.1     87.4     0.215    0.413      0.00
   8488.5    6.8   55.0    189.0 0.056      73.5 2.30    24.00     0.116    1.500 
0.5L    :  58.17
     88.0    6.5   58.3    8.680   0.0   1.32e-3 33.6     20.8     0.116    0.413      0.00
   8608.0    6.8   55.0    189.0 0.034      76.9 2.41    24.00     0.116    2.533 
0.6L    :  69.80
    144.8    6.5   58.3    8.680   0.0   1.45e-3 34.1     87.4     0.215    0.413      0.00
   8488.5    6.8   55.0    189.0 0.056      73.5 2.30    24.00     0.116    1.500 
0.7L    :  81.43
    203.0    6.5   57.4    8.680  20.1   0.92e-3 32.2    116.2     0.271    0.413      0.00
   7581.4    6.8   54.0    189.0 0.073      89.3 2.84    24.00     0.116    1.270 
0.8L    :  93.07
    262.5    6.5   55.5    8.680  20.1  -0.01e-3 29.0    124.7     0.265    0.496      0.00
   5850.9    6.8   52.1    189.0 0.100     146.9 4.85    24.00     0.116    1.374 
0.9L    : 104.70
    323.3    6.5   58.4    7.378  20.1  -0.10e-3 28.7    173.6     0.345    0.827      0.00
   3260.9    6.8   55.0    189.0 0.119     165.6 5.18    24.00     0.116    1.675 
Critical: 111.02
    357.8    6.5   58.4    5.562  20.1  -0.10e-3 28.7    209.5     0.410    1.760      0.00
   1443.1    5.2   55.8    189.0 0.130     168.0 5.18    12.00     0.116    1.875 
Transfer: 113.33
    370.7    6.5   58.4    4.885  20.1  -0.06e-3 28.8    228.1     0.447    1.760      0.00
    760.4    4.5   56.1    189.0 0.134     163.7 5.02    12.00     0.116    1.819 
Bearing : 115.67
    383.5    6.5   58.4    1.086   4.5   6.00e-3 50.0    392.3     1.616    3.840      0.00
      0.0    1.0   57.9     42.0 0.140      29.3 0.87    12.00     0.116    1.775 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1701.45
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    3.40
 
 
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
    383.5      7.37     58.37    1.03       57.85    24.00      0.300      1.705      0.000      3.840 
Transfer:      2.33
    370.7      7.34     58.37    4.55       56.09    24.00      0.300      1.698      0.000      1.760 
Critical:      4.65
    358.0      7.13     58.37    5.15       55.79    24.00      0.300      1.626      0.000      1.760 
0.1L    :     10.97
    323.3      6.53     58.37    6.78       54.98    24.00      0.300      1.428      0.000      0.827 
0.2L    :     22.60
    262.5      5.59     55.52    6.79       52.13    24.00      0.300      1.115      0.000      0.496 
0.3L    :     34.23
    203.0      4.18     57.41    6.79       54.01    24.00      0.300      0.642      0.000      0.413 
0.4L    :     45.87
    144.8      2.93     58.35    6.80       54.95    24.00      0.300      0.226      0.000      0.413 
0.5L    :     57.50
     88.0      1.78     58.35    6.80       54.95    24.00      0.300      0.000      0.000      0.413 
0.6L    :     69.13
    144.8      2.93     58.35    6.80       54.95    24.00      0.300      0.226      0.000      0.413 
0.7L    :     80.77
    203.0      4.18     57.41    6.79       54.01    24.00      0.300      0.642      0.000      0.413 
0.8L    :     92.40
    262.5      5.59     55.52    6.79       52.13    24.00      0.300      1.115      0.000      0.496 
0.9L    :    104.03
    323.3      6.53     58.37    6.78       54.98    24.00      0.300      1.428      0.000      0.827 
Critical:    110.35
    358.0      7.13     58.37    5.15       55.79    24.00      0.300      1.626      0.000      1.760 
Transfer:    112.67
    370.7      7.34     58.37    4.55       56.09    24.00      0.300      1.698      0.000      1.760 
Bearing :    115.00
    383.5      7.37     58.37    1.03       57.85    24.00      0.300      1.705      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 = 10.97 ft
Prestress      :       1.767  1.80      3.180  2.20      3.887
Self Wt.       :      -0.665  1.85     -1.231  2.40     -1.597
Deck + Haunch  :                       -0.599  2.30     -1.378
DL-Prec. (DC)  :                       -0.122  3.00     -0.365
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.092  3.00     -0.277
DL-Comp. (DW)  :                       -0.051  3.00     -0.153
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 22.60 ft
Prestress      :       3.164  1.80      5.696  2.20      6.961
Self Wt.       :      -1.249  1.85     -2.310  2.40     -2.997
Deck + Haunch  :                       -1.160  2.30     -2.668
DL-Prec. (DC)  :                       -0.236  3.00     -0.707
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.179  3.00     -0.536
DL-Comp. (DW)  :                       -0.099  3.00     -0.296
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 34.23 ft
Prestress      :       4.159  1.80      7.486  2.20      9.149
Self Wt.       :      -1.695  1.85     -3.135  2.40     -4.067
Deck + Haunch  :                       -1.589  2.30     -3.656
DL-Prec. (DC)  :                       -0.323  3.00     -0.969
Diaphragm      :                       -0.007  3.00     -0.020
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.245  3.00     -0.736
DL-Comp. (DW)  :                       -0.135  3.00     -0.406
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 45.87 ft
Prestress      :       4.760  1.80      8.567  2.20     10.471
Self Wt.       :      -1.975  1.85     -3.654  2.40     -4.740
Deck + Haunch  :                       -1.860  2.30     -4.278
DL-Prec. (DC)  :                       -0.378  3.00     -1.134
Diaphragm      :                       -0.008  3.00     -0.024
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.288  3.00     -0.863
DL-Comp. (DW)  :                       -0.159  3.00     -0.476
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 57.50 ft
Prestress      :       4.970  1.80      8.947  2.20     10.935
Self Wt.       :      -2.074  1.85     -3.837  2.40     -4.978
Deck + Haunch  :                       -1.956  2.30     -4.498
DL-Prec. (DC)  :                       -0.397  3.00     -1.192
Diaphragm      :                       -0.008  3.00     -0.025
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.302  3.00     -0.907
DL-Comp. (DW)  :                       -0.167  3.00     -0.501
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 69.13 ft
Prestress      :       4.760  1.80      8.567  2.20     10.471
Self Wt.       :      -1.975  1.85     -3.654  2.40     -4.740
Deck + Haunch  :                       -1.860  2.30     -4.278
DL-Prec. (DC)  :                       -0.378  3.00     -1.134
Diaphragm      :                       -0.008  3.00     -0.024
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.288  3.00     -0.863
DL-Comp. (DW)  :                       -0.159  3.00     -0.476
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 80.77 ft
Prestress      :       4.159  1.80      7.486  2.20      9.149
Self Wt.       :      -1.695  1.85     -3.135  2.40     -4.067
Deck + Haunch  :                       -1.589  2.30     -3.656
DL-Prec. (DC)  :                       -0.323  3.00     -0.969
Diaphragm      :                       -0.007  3.00     -0.020
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.245  3.00     -0.736
DL-Comp. (DW)  :                       -0.135  3.00     -0.406
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 92.40 ft
Prestress      :       3.164  1.80      5.696  2.20      6.961
Self Wt.       :      -1.249  1.85     -2.310  2.40     -2.997
Deck + Haunch  :                       -1.160  2.30     -2.668
DL-Prec. (DC)  :                       -0.236  3.00     -0.707
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.179  3.00     -0.536
DL-Comp. (DW)  :                       -0.099  3.00     -0.296
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 104.03 ft
Prestress      :       1.767  1.80      3.180  2.20      3.887
Self Wt.       :      -0.665  1.85     -1.231  2.40     -1.597
Deck + Haunch  :                       -0.599  2.30     -1.378
DL-Prec. (DC)  :                       -0.122  3.00     -0.365
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.092  3.00     -0.277
DL-Comp. (DW)  :                       -0.051  3.00     -0.153
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
   765.6    52.2  5.747  262.3    5.3   4.55   6275.8  0.031T 1.00       -       -     -     -  
H/2     :   2.59
   849.0    52.3  5.836  262.1    5.4   4.62   6371.0  0.030T 1.00       -       -     -     -  
0.1L    :  10.97
  3314.3    53.6  8.680  258.8    8.0   6.78   9405.1  0.020T 1.00       -       -     -     -  
0.2L    :  22.60
  6041.2    55.5  8.680  259.1    8.0   6.79   9770.9  0.020T 1.00   7378.2  7378.2    1.32    -  
0.3L    :  34.23
  7955.9    57.4  8.680  259.5    8.0   6.79  10137.0  0.020T 1.00   7501.5  7501.5    1.35    -  
0.4L    :  45.87
  9101.4    58.3  8.680  259.6    8.0   6.80  10320.0  0.020T 1.00   7539.1  7539.1    1.37    -  
0.5L    :  57.50
  9452.9    58.3  8.680  259.6    8.0   6.80  10320.0  0.020T 1.00   7485.9  7485.9    1.38    -  
0.6L    :  69.13
  9101.4    58.3  8.680  259.6    8.0   6.80  10320.0  0.020T 1.00   7539.1  7539.1    1.37    -  
0.7L    :  80.77
  7955.9    57.4  8.680  259.5    8.0   6.79  10137.0  0.020T 1.00   7501.5  7501.5    1.35    -  
0.8L    :  92.40
  6041.2    55.5  8.680  259.1    8.0   6.79   9770.9  0.020T 1.00   7378.2  7378.2    1.32    -  
0.9L    : 104.03
  3314.3    53.6  8.680  258.8    8.0   6.78   9405.1  0.020T 1.00   7370.8  4408.1    1.28    -  
H/2     : 112.41
   849.0    52.3  5.836  262.1    5.4   4.62   6371.0  0.030T 1.00       -       -     -     -  
Transfer: 112.67
   765.6    52.2  5.747  262.3    5.3   4.55   6275.8  0.031T 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 1-20; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.080
        M   2.00 Fb     0.130
 
  2   2 E  50.00 Ft     0.387
        M   6.00 Fb     0.080
 
  3   2 E  48.00 Ft     0.677
        M   4.00 Fb     0.043
 
  4   2 E  46.00 Ft     0.949
        M   2.00 Fb     0.021
 
  5   2 E   6.00 Ft     0.901
        M   6.00 Fb     0.253
 
  6   2 E   6.00 Ft     0.853
        M   6.00 Fb     0.484
 
  7   2 E   6.00 Ft     0.805
        M   6.00 Fb     0.716
 
  8   2 E   6.00 Ft     0.757
        M   6.00 Fb     0.948
 
  9   2 E   6.00 Ft     0.709
        M   6.00 Fb     1.180
 
 10   2 E   4.00 Ft     0.643
        M   4.00 Fb     1.426
 
 11   2 E   4.00 Ft     0.578
        M   4.00 Fb     1.671
 
 12   2 E   4.00 Ft     0.512
        M   4.00 Fb     1.917
 
 13   2 E   4.00 Ft     0.447
        M   4.00 Fb     2.163
 
 14   2 E   4.00 Ft     0.381
        M   4.00 Fb     2.408
 
 15   2 E   4.00 Ft     0.316
        M   4.00 Fb     2.654
 
 16   2 E   2.00 Ft     0.233
        M   2.00 Fb     2.913
 
 17   2 E   2.00 Ft     0.150
        M   2.00 Fb     3.173
 
 18   2 E   2.00 Ft     0.067
        M   2.00 Fb     3.433
 
 19   2 E   2.00 Ft    -0.016
        M   2.00 Fb     3.692
 
 20   2 E   2.00 Ft    -0.099
        M   2.00 Fb     3.952
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 116.33            Release Length, ft: 116.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  40
No. of strands, Draped:   6           No. of strands, Straight:  34
Concrete Strength, f'ci:   7.0  ksi        f'c:   8.0 ksi  f'ct   4.0 ksi
Initial losses:  8.41 %               Final losses: 12.61 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.550       3.952     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.099       Trans
      Precast Top w/ reinf. (tension)      -0.635           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 10320.01     9452.95     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   1.092     Midspan    1.800   0.236     Midspan
    Pre.Top:   4.800   3.323     Midspan    3.600   2.626     Midspan
    Pre.Bot:   4.800   3.164    Transfer    3.600   3.315    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.537  -0.042     Bearing
    Pre.Bot:  -0.537  -0.448     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.200   1.938     Midspan
    Pre.Bot:                                                             3.200   1.510    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  57.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.970  1.80      8.947  2.20     10.935
Self Wt.       :      -2.074  1.85     -3.837  2.40     -4.978
Deck + Haunch  :                       -1.956  2.30     -4.498
DL-Prec. (DC)  :                       -0.397  3.00     -1.192
Diaphragm      :                       -0.008  3.00     -0.025
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.302  3.00     -0.907
DL-Comp. (DW)  :                       -0.167  3.00     -0.501
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  115.00
     DC  Line       0.087      0.00       0.087  115.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    57.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 116.333 ft
Release length = 116.333 ft
Design  length = 115.000 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)  : 0.718   (Calculated)    
Live Moment (1  lane  loaded)  : 0.490   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.163   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.930   (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           1446.7 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           698655 in4#
Ht. of c.g.           =        24.64 in             40.88 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 = 0.7955

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    10.97    22.60    34.23    45.87    57.50
 
Precast: (At Release, using Ec =  5131.5 ksi )
  Area    , in2    757.6    788.3    788.3    788.3    788.3    788.3    788.3    788.3
  Yb      ,  in    24.47    23.91    23.90    23.84    23.74    23.65    23.60    23.60
  MI(Ixx) , in4   287622   293892   293939   295503   297905   300575   302010   302010
Composite: (At Final, using Ec =  5362.7 ksi )
  Area    , in2   1455.0   1484.1   1484.1   1484.1   1484.1   1484.1   1484.1   1484.1
  Yb      ,  in    40.70    40.10    40.10    40.06    40.01    39.97    39.94    39.94
  MI(Ixx) , in4   706344   733424   733519   736648   741220   746051   748564   748564

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.00  ksi   
  Elasticity         =     5131.5 ksi   
  Max comp           =       4.55 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.63 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.00 ksi           4.00 ksi
  Elasticity         =    5362.70 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.80 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.60 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           =       3.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.54 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  40 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 40.72 ft from member end )
END PATTERN (Ycg = 10.50 in):
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in     2 @ 46.000 in
     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.90 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    8.68 in2      Initial Pull          =     1701.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.705 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.631 ft
Holddown Force        =  22.891 kips     Beam Shrtng (PL/AE)   =      0.587 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)       
--------------------------------------------------------------------------------------
      4655.309         740 3444.928     22.405 90740.172  1352.978     736.380        
 
 
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      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     13.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      13.1670     20.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.1670     32.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      32.6670     83.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      83.6663     96.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      96.1663    103.1663    Yes
      2      US#5[M16]       60.00        0.62       9.00     103.1667    110.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     110.6663    113.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00     113.6663    114.0833    Yes
      2      US#6[M19]       60.00        0.88       3.00     114.0833    114.8333    Yes
      2      US#6[M19]       60.00        0.88       2.75     114.8333    116.2083    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 116.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 8.6800 in2       Ycg =  3.90 in
         P_init    =     1701.5 kips  Ecc = 20.74 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5132 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.49 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.969 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.18 ksi    0.00 ksi
    due to Composite Loads                                 -2.33 ksi    0.00 ksi
    due to Live Loads                                      -6.07 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                         7.50 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        14.20 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.49 ksi  ( 8.41 %)             8.52 ksi ( 4.35 %)
Total Prestress Losses                                    25.01 ksi (12.76 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.0 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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   102.5   113.7   445.0   814.4  1078.3  1236.7  1289.4
(Max)       V      44.9    43.0    42.8    36.3    27.2    18.1     9.1     0.0
DL-Prec.  : M       0.0    16.1    17.8    69.7   127.5   168.8   193.6   201.9
DC(Max)     V       7.0     6.7     6.7     5.7     4.3     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   120.1   133.2   521.3   954.1  1263.3  1448.8  1510.6
Haunch (Max)V      52.5    50.4    50.2    42.5    31.9    21.3    10.6     0.0
Diaphragm : M       0.0     0.6     0.6     2.7     5.7     8.6    11.5    14.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    38.9    43.1   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.3    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.5    23.8    93.2   170.5   225.8   258.9   270.0
DW(Max)     V       9.4     9.0     9.0     7.6     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   203.8   226.0   880.1  1597.8  2093.2  2388.3  2470.5
            V     145.1   141.0   140.5   125.8   106.0    86.2    58.6    10.7
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   145.1   141.0   140.5   125.8   107.4    89.9    73.2    57.3
            M       0.0   201.1   222.9   852.7  1500.1  1901.0  2073.8  2037.0
Total     : M+      0.0   503.5   558.3  2180.8  3979.1  5247.1  6007.1  6246.2
            V     276.2   266.8   265.7   231.9   185.7   139.4    85.3    11.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   276.2   266.8   265.7   231.9   187.1   143.1    99.9    57.6
            M       0.0   500.8   555.2  2153.3  3881.4  5055.0  5692.6  5812.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.41  112.67  115.00
Self wt.  : M    1236.7  1078.3   814.4   445.0   113.7   102.5     0.0
(Max)       V       9.1    18.1    27.2    36.3    42.8    43.0    44.9
DL-Prec.  : M     193.6   168.8   127.5    69.7    17.8    16.1     0.0
DC(Max)     V       1.4     2.8     4.3     5.7     6.7     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1448.8  1263.3   954.1   521.3   133.2   120.1     0.0
Haunch (Max)V      10.6    21.3    31.9    42.5    50.2    50.4    52.5
Diaphragm : M      11.5     8.6     5.7     2.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     469.3   409.2   309.1   168.9    43.1    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.3    16.3    17.0
DL-Comp   : M     258.9   225.8   170.5    93.2    23.8    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     9.0     9.0     9.4
LL + I    : M+   2388.3  2093.2  1597.8   880.1   226.0   203.8     0.0
            V      58.6    86.2   106.0   125.8   140.5   141.0   145.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    73.2    89.9   107.4   125.8   140.5   141.0   145.1
            M    2073.8  1901.0  1500.1   852.7   222.9   201.1    -0.0
Total     : M+   6007.1  5247.1  3979.1  2180.8   558.3   503.5     0.0
            V      85.3   139.4   185.7   231.9   265.7   266.8   276.2
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    99.9   143.1   187.1   231.9   265.7   266.8   276.2
            M    5692.6  5055.0  3881.4  2153.3   555.2   500.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               44.9             44.9
Deck+Haunch            52.5             52.5
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.0              7.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           85.1             85.1
DL-Comp.(DW)           47.0             47.0
Live                  103.0            103.0
        Truck          66.2             66.2
        Lane           36.8             36.8
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, 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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   102.5   113.7   445.0   814.4  1078.3  1236.7  1289.4
(Max)       V      44.9    43.0    42.8    36.3    27.2    18.1     9.1     0.0
DL-Prec.  : M       0.0    16.1    17.8    69.7   127.5   168.8   193.6   201.9
DC(Max)     V       7.0     6.7     6.7     5.7     4.3     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   120.1   133.2   521.3   954.1  1263.3  1448.8  1510.6
Haunch (Max)V      52.5    50.4    50.2    42.5    31.9    21.3    10.6     0.0
Diaphragm : M       0.0     0.6     0.6     2.7     5.7     8.6    11.5    14.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    38.9    43.1   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.3    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.5    23.8    93.2   170.5   225.8   258.9   270.0
DW(Max)     V       9.4     9.0     9.0     7.6     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   163.0   180.8   704.1  1278.2  1674.5  1910.6  1976.4
            V     116.1   112.8   112.4   100.6    84.8    69.0    46.9     8.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.1   112.8   112.4   100.7    85.9    71.9    58.5    45.9
            M       0.0   160.9   178.3   682.1  1200.1  1520.8  1659.0  1629.6
Total     : M+      0.0   462.7   513.1  2004.7  3659.5  4828.5  5529.4  5752.1
            V     247.1   238.6   237.6   206.8   164.5   122.2    73.6     8.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   247.1   238.6   237.6   206.8   165.6   125.1    85.3    46.1
            M       0.0   460.5   510.6  1982.8  3581.4  4674.8  5277.8  5405.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.41  112.67  115.00
Self wt.  : M    1236.7  1078.3   814.4   445.0   113.7   102.5     0.0
(Max)       V       9.1    18.1    27.2    36.3    42.8    43.0    44.9
DL-Prec.  : M     193.6   168.8   127.5    69.7    17.8    16.1     0.0
DC(Max)     V       1.4     2.8     4.3     5.7     6.7     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1448.8  1263.3   954.1   521.3   133.2   120.1     0.0
Haunch (Max)V      10.6    21.3    31.9    42.5    50.2    50.4    52.5
Diaphragm : M      11.5     8.6     5.7     2.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     469.3   409.2   309.1   168.9    43.1    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.3    16.3    17.0
DL-Comp   : M     258.9   225.8   170.5    93.2    23.8    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     9.0     9.0     9.4
LL + I    : M+   1910.6  1674.5  1278.2   704.1   180.8   163.0     0.0
            V      46.9    69.0    84.8   100.6   112.4   112.8   116.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    58.5    71.9    85.9   100.7   112.4   112.8   116.1
            M    1659.0  1520.8  1200.1   682.1   178.3   160.9    -0.0
Total     : M+   5529.4  4828.5  3659.5  2004.7   513.1   462.7     0.0
            V      73.6   122.2   164.5   206.8   237.6   238.6   247.1
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    85.3   125.1   165.6   206.8   237.6   238.6   247.1
            M    5277.8  4674.8  3581.4  1982.8   510.6   460.5    -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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   128.2   142.1   556.2  1018.0  1347.9  1545.8  1611.8
(Max)       V      56.1    53.8    53.5    45.4    34.0    22.7    11.3     0.0
Self wt.  : M       0.0    92.3   102.3   400.5   733.0   970.5  1113.0  1160.5
(Min)       V      40.4    38.7    38.5    32.7    24.5    16.3     8.2     0.0
DL-Prec.  : M       0.0    20.1    22.3    87.1   159.4   211.0   242.0   252.3
DC(Max)     V       8.8     8.4     8.4     7.1     5.3     3.6     1.8     0.0
DL-Prec.  : M       0.0    14.4    16.0    62.7   114.8   151.9   174.3   181.7
DC(Min)     V       6.3     6.1     6.0     5.1     3.8     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   150.1   166.5   651.6  1192.6  1579.1  1811.0  1888.3
Haunch (Max)V      65.7    63.0    62.7    53.2    39.9    26.6    13.3     0.0
Deck +    : M       0.0   108.1   119.9   469.2   858.7  1137.0  1303.9  1359.6
Haunch (Min)V      47.3    45.4    45.2    38.3    28.7    19.1     9.6     0.0
Diaphragm : M       0.0     0.7     0.8     3.4     7.1    10.7    14.3    18.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     2.5     5.1     7.7    10.3    12.9
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    48.6    53.9   211.1   386.3   511.5   586.6   611.7
DC(Max)     V      21.3    20.4    20.3    17.2    12.9     8.6     4.3     0.0
DL-Comp   : M       0.0    35.0    38.8   152.0   278.2   368.3   422.4   440.4
DC(Min)     V      15.3    14.7    14.6    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    32.2    35.7   139.7   255.8   338.7   388.4   405.0
DW(Max)     V      14.1    13.5    13.5    11.4     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    14.0    15.5    60.6   110.8   146.8   168.3   175.5
DW(Min)     V       6.1     5.9     5.8     4.9     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   356.7   395.5  1540.2  2796.1  3663.0  4179.5  4323.4
            V     253.9   246.7   245.9   220.1   185.5   150.9   102.5    18.7
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   253.9   246.7   245.9   220.2   188.0   157.3   128.0   100.3
            M       0.0   352.0   390.1  1492.2  2625.2  3326.7  3629.1  3564.7
Total     : M+      0.0   736.6   816.8  3189.3  5815.4  7662.0  8767.7  9110.5
            V     420.1   406.2   404.6   354.7   286.5   218.3   136.4    19.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   420.1   406.2   404.6   354.7   289.0   224.7   161.9   100.6
            M       0.0   731.9   811.4  3141.3  5644.4  7325.7  8217.3  8351.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.41  112.67  115.00
Self wt.  : M    1545.8  1347.9  1018.0   556.2   142.1   128.2     0.0
(Max)       V      11.3    22.7    34.0    45.4    53.5    53.8    56.1
Self wt.  : M    1113.0   970.5   733.0   400.5   102.3    92.3     0.0
(Min)       V       8.2    16.3    24.5    32.7    38.5    38.7    40.4
DL-Prec.  : M     242.0   211.0   159.4    87.1    22.3    20.1     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.4     8.4     8.8
DL-Prec.  : M     174.3   151.9   114.8    62.7    16.0    14.4     0.0
DC(Min)     V       1.3     2.6     3.8     5.1     6.0     6.1     6.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1811.0  1579.1  1192.6   651.6   166.5   150.1     0.0
Haunch (Max)V      13.3    26.6    39.9    53.2    62.7    63.0    65.7
Deck +    : M    1303.9  1137.0   858.7   469.2   119.9   108.1     0.0
Haunch (Min)V       9.6    19.1    28.7    38.3    45.2    45.4    47.3
Diaphragm : M      14.3    10.7     7.1     3.4     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      10.3     7.7     5.1     2.5     0.6     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     586.6   511.5   386.3   211.1    53.9    48.6     0.0
DC(Max)     V       4.3     8.6    12.9    17.2    20.3    20.4    21.3
DL-Comp   : M     422.4   368.3   278.2   152.0    38.8    35.0     0.0
DC(Min)     V       3.1     6.2     9.3    12.4    14.6    14.7    15.3
DL-Comp   : M     388.4   338.7   255.8   139.7    35.7    32.2     0.0
DW(Max)     V       2.8     5.7     8.5    11.4    13.5    13.5    14.1
DL-Comp   : M     168.3   146.8   110.8    60.6    15.5    14.0     0.0
DW(Min)     V       1.2     2.5     3.7     4.9     5.8     5.9     6.1
LL + I    : M+   4179.5  3663.0  2796.1  1540.2   395.5   356.7     0.0
            V     102.5   150.9   185.5   220.1   245.9   246.7   253.9
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   128.0   157.3   188.0   220.2   245.9   246.7   253.9
            M    3629.1  3326.7  2625.2  1492.2   390.1   352.0    -0.0
Total     : M+   8767.7  7662.0  5815.4  3189.3   816.8   736.6     0.0
            V     136.4   218.3   286.5   354.7   404.6   406.2   420.1
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   161.9   224.7   289.0   354.7   404.6   406.2   420.1
            M    8217.3  7325.7  5644.4  3141.3   811.4   731.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               56.1             56.1
Deck+Haunch            65.7             65.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.8              8.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          106.4            106.4
DL-Comp.(DW)           70.4             70.4
Live                  180.2            180.2
        Truck         115.8            115.8
        Lane           64.4             64.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, 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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   102.5   113.7   445.0   814.4  1078.3  1236.7  1289.4
(Max)       V      44.9    43.0    42.8    36.3    27.2    18.1     9.1     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    16.1    17.8    69.7   127.5   168.8   193.6   201.9
DC(Max)     V       7.0     6.7     6.7     5.7     4.3     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   120.1   133.2   521.3   954.1  1263.3  1448.8  1510.6
Haunch (Max)V      52.5    50.4    50.2    42.5    31.9    21.3    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     2.7     5.7     8.6    11.5    14.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     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    38.9    43.1   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.3    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    21.5    23.8    93.2   170.5   225.8   258.9   270.0
DW(Max)     V       9.4     9.0     9.0     7.6     5.7     3.8     1.9     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   135.0   149.7   576.9  1028.6  1343.1  1509.8  1511.5
            V     113.4   110.6   110.2    99.9    86.5    65.6    52.1    21.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   113.4   110.6   110.2    99.9    86.5    73.0    59.5    46.0
            M       0.0   135.0   149.7   576.9  1028.6  1315.2  1436.8  1393.3
Total     : M+      0.0   434.7   482.0  1877.6  3409.9  4497.1  5128.6  5287.2
            V     244.5   236.3   235.4   206.1   166.1   118.8    78.8    21.5
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   244.5   236.3   235.4   206.1   166.1   126.2    86.2    46.3
            M       0.0   434.7   482.0  1877.6  3409.9  4469.2  5055.6  5168.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.41  112.67  115.00
Self wt.  : M    1236.7  1078.3   814.4   445.0   113.7   102.5     0.0
(Max)       V       9.1    18.1    27.2    36.3    42.8    43.0    44.9
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     193.6   168.8   127.5    69.7    17.8    16.1     0.0
DC(Max)     V       1.4     2.8     4.3     5.7     6.7     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1448.8  1263.3   954.1   521.3   133.2   120.1     0.0
Haunch (Max)V      10.6    21.3    31.9    42.5    50.2    50.4    52.5
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      11.5     8.6     5.7     2.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     469.3   409.2   309.1   168.9    43.1    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.3    16.3    17.0
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     258.9   225.8   170.5    93.2    23.8    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     9.0     9.0     9.4
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+   1509.8  1343.1  1028.6   576.9   149.7   135.0     0.0
            V      52.1    65.6    86.5    99.9   110.2   110.6   113.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.5    73.0    86.5    99.9   110.2   110.6   113.4
            M    1436.8  1315.2  1028.6   576.9   149.7   135.0     0.0
Total     : M+   5128.6  4497.1  3409.9  1877.6   482.0   434.7     0.0
            V      78.8   118.8   166.1   206.1   235.4   236.3   244.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    86.2   126.2   166.1   206.1   235.4   236.3   244.5
            M    5055.6  4469.2  3409.9  1877.6   482.0   434.7     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.63   23.27   34.90   46.53   58.17   40.72
 
Beam-Self
Precast-top    0.163   0.582   1.029   1.343   1.530   1.594   1.452 
Bottom        -0.129  -0.460  -0.808  -1.046  -1.188  -1.237  -1.129 
 
Prestress
Precast-top   -0.262  -0.485  -0.782  -1.073  -1.216  -1.216  -1.216 
Bottom         4.081   4.247   4.465   4.675   4.778   4.778   4.778 
 
Total
Precast-top   -0.099   0.096   0.247   0.271   0.314   0.378   0.236 
Bottom         3.952   3.788   3.658   3.629   3.590   3.540   3.648 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.30 %)
             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   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.019   0.075   0.137   0.181   0.207   0.216 
Precast-top   -0.042   0.078   0.105   0.906   1.741   2.255   2.589   2.748 
Bottom         0.835   3.306   3.281   2.549   1.787   1.314   1.013   0.875 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.63   23.27   34.90   46.53   58.17   40.72
 
Beam-Self
Precast-top    0.163   0.582   1.029   1.343   1.530   1.594   1.452 
Bottom        -0.129  -0.460  -0.808  -1.046  -1.188  -1.237  -1.129 
 
Prestress
Precast-top   -0.262  -0.485  -0.782  -1.073  -1.216  -1.216  -1.216 
Bottom         4.081   4.247   4.465   4.675   4.778   4.778   4.778 
 
Total
Precast-top   -0.099   0.096   0.247   0.271   0.314   0.378   0.236 
Bottom         3.952   3.788   3.658   3.629   3.590   3.540   3.648 
 
As_top  , in2  0.000   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   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.30 %)
             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   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   10.97   22.60   34.23   45.87   57.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.048   0.053   0.204   0.363   0.474   0.533   0.538 
Precast-top   -0.021   0.070   0.087   0.584   1.103   1.431   1.635   1.715 
Bottom         0.418   1.564   1.542   0.898   0.227  -0.206  -0.460  -0.530 
 

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
    420.1    6.5   58.4    1.081   4.5   6.00e-3 50.0    432.9     1.782    3.840      0.00
      0.0    0.9   57.9     42.0 0.154      29.4 0.87    12.00     0.116    1.623 
Transfer:   3.00
    406.2    6.5   58.4    4.863  20.1  -0.04e-3 28.9    269.6     0.527    1.760      0.00
    731.9    4.0   56.4    189.0 0.147     161.7 4.94    12.00     0.116    1.668 
Critical:   5.34
    392.1    6.5   58.4    5.545  20.1  -0.08e-3 28.7    249.8     0.488    1.760      0.00
   1396.2    4.5   56.1    189.0 0.142     165.9 5.09    12.00     0.116    1.720 
0.1L    :  11.63
    354.7    6.5   58.4    7.357  20.1  -0.09e-3 28.7    208.2     0.411    0.827      0.00
   3141.3    6.0   55.4    189.0 0.130     165.9 5.15    12.00     0.116    1.534 
0.2L    :  23.27
    289.0    6.5   55.5    8.680  20.1  -0.02e-3 28.9    152.3     0.320    0.496      0.00
   5644.4    6.0   52.5    189.0 0.110     148.7 4.87    24.00     0.116    1.260 
0.3L    :  34.90
    224.7    6.5   57.4    8.680  20.1   0.73e-3 31.5    131.4     0.296    0.413      0.00
   7325.7    6.0   54.4    189.0 0.081      98.2 3.11    24.00     0.116    1.208 
0.4L    :  46.53
    161.9    6.5   58.3    8.680   0.0   1.22e-3 33.3     99.4     0.236    0.413      0.00
   8217.3    6.0   55.4    189.0 0.063      80.5 2.50    24.00     0.116    1.416 
0.5L    :  58.17
    100.6    6.5   58.3    8.680   0.0   1.09e-3 32.8     27.0     0.116    0.413      0.00
   8351.7    6.0   55.4    189.0 0.039      84.8 2.64    24.00     0.116    2.344 
0.6L    :  69.80
    161.9    6.5   58.3    8.680   0.0   1.22e-3 33.3     99.4     0.236    0.413      0.00
   8217.3    6.0   55.4    189.0 0.063      80.5 2.50    24.00     0.116    1.416 
0.7L    :  81.43
    224.7    6.5   57.4    8.680  20.1   0.73e-3 31.5    131.4     0.296    0.413      0.00
   7325.7    6.0   54.4    189.0 0.081      98.2 3.11    24.00     0.116    1.208 
0.8L    :  93.07
    289.0    6.5   55.5    8.680  20.1  -0.02e-3 28.9    152.3     0.320    0.496      0.00
   5644.4    6.0   52.5    189.0 0.110     148.7 4.87    24.00     0.116    1.260 
0.9L    : 104.70
    354.7    6.5   58.4    7.357  20.1  -0.09e-3 28.7    208.2     0.411    0.827      0.00
   3141.3    6.0   55.4    189.0 0.130     165.9 5.15    12.00     0.116    1.534 
Critical: 110.99
    392.1    6.5   58.4    5.545  20.1  -0.08e-3 28.7    249.8     0.488    1.760      0.00
   1396.2    4.5   56.1    189.0 0.142     165.9 5.09    12.00     0.116    1.720 
Transfer: 113.33
    406.2    6.5   58.4    4.863  20.1  -0.04e-3 28.9    269.6     0.527    1.760      0.00
    731.9    4.0   56.4    189.0 0.147     161.7 4.94    12.00     0.116    1.668 
Bearing : 115.67
    420.1    6.5   58.4    1.081   4.5   6.00e-3 50.0    432.9     1.782    3.840      0.00
      0.0    0.9   57.9     42.0 0.154      29.4 0.87    12.00     0.116    1.623 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1701.45
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    3.40
 
 
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
    420.1      8.06     58.37    0.90       57.92    24.00      0.300      1.937      0.000      3.840 
Transfer:      2.33
    406.2      8.01     58.37    3.99       56.37    24.00      0.300      1.919      0.000      1.760 
Critical:      4.68
    392.2      7.77     58.37    4.53       56.10    24.00      0.300      1.840      0.000      1.760 
0.1L    :     10.97
    354.7      7.12     58.37    5.97       55.38    24.00      0.300      1.622      0.000      0.827 
0.2L    :     22.60
    289.0      6.11     55.52    5.99       52.53    24.00      0.300      1.288      0.000      0.496 
0.3L    :     34.23
    224.7      4.59     57.41    6.00       54.41    24.00      0.300      0.780      0.000      0.413 
0.4L    :     45.87
    161.9      3.25     58.35    6.00       55.35    24.00      0.300      0.334      0.000      0.413 
0.5L    :     57.50
    100.6      2.02     58.35    6.00       55.35    24.00      0.300      0.000      0.000      0.413 
0.6L    :     69.13
    161.9      3.25     58.35    6.00       55.35    24.00      0.300      0.334      0.000      0.413 
0.7L    :     80.77
    224.7      4.59     57.41    6.00       54.41    24.00      0.300      0.780      0.000      0.413 
0.8L    :     92.40
    289.0      6.11     55.52    5.99       52.53    24.00      0.300      1.288      0.000      0.496 
0.9L    :    104.03
    354.7      7.12     58.37    5.97       55.38    24.00      0.300      1.622      0.000      0.827 
Critical:    110.32
    392.2      7.77     58.37    4.53       56.10    24.00      0.300      1.840      0.000      1.760 
Transfer:    112.67
    406.2      8.01     58.37    3.99       56.37    24.00      0.300      1.919      0.000      1.760 
Bearing :    115.00
    420.1      8.06     58.37    0.90       57.92    24.00      0.300      1.937      0.000      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.97 ft
Prestress      :       1.767  1.80      3.180  2.20      3.887
Self Wt.       :      -0.665  1.85     -1.231  2.40     -1.597
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          :       1.101            1.949            2.290
 
At 0.2 x L = 22.60 ft
Prestress      :       3.164  1.80      5.696  2.20      6.961
Self Wt.       :      -1.249  1.85     -2.310  2.40     -2.997
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          :       1.915            3.385            3.964
 
At 0.3 x L = 34.23 ft
Prestress      :       4.159  1.80      7.486  2.20      9.149
Self Wt.       :      -1.695  1.85     -3.135  2.40     -4.067
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          :       2.464            4.351            5.082
 
At 0.4 x L = 45.87 ft
Prestress      :       4.760  1.80      8.567  2.20     10.471
Self Wt.       :      -1.975  1.85     -3.654  2.40     -4.740
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          :       2.784            4.913            5.731
 
At 0.5 x L = 57.50 ft
Prestress      :       4.970  1.80      8.947  2.20     10.935
Self Wt.       :      -2.074  1.85     -3.837  2.40     -4.978
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          :       2.896            5.110            5.957
 
At 0.6 x L = 69.13 ft
Prestress      :       4.760  1.80      8.567  2.20     10.471
Self Wt.       :      -1.975  1.85     -3.654  2.40     -4.740
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          :       2.784            4.913            5.731
 
At 0.7 x L = 80.77 ft
Prestress      :       4.159  1.80      7.486  2.20      9.149
Self Wt.       :      -1.695  1.85     -3.135  2.40     -4.067
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          :       2.464            4.351            5.082
 
At 0.8 x L = 92.40 ft
Prestress      :       3.164  1.80      5.696  2.20      6.961
Self Wt.       :      -1.249  1.85     -2.310  2.40     -2.997
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          :       1.915            3.385            3.964
 
At 0.9 x L = 104.03 ft
Prestress      :       1.767  1.80      3.180  2.20      3.887
Self Wt.       :      -0.665  1.85     -1.231  2.40     -1.597
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          :       1.101            1.949            2.290
 

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
   736.6    52.2  5.721  263.2    4.7   3.99   6304.1  0.036T 1.00       -       -     -     -  
H/2     :   2.59
   816.8    52.3  5.809  263.1    4.8   4.05   6400.8  0.035T 1.00       -       -     -     -  
0.1L    :  10.97
  3189.3    53.6  8.656  260.1    7.0   5.97   9503.3  0.023T 1.00       -       -     -     -  
0.2L    :  22.60
  5815.4    55.5  8.680  260.4    7.0   5.99   9894.0  0.023T 1.00    770.8   770.8   12.84    -  
0.3L    :  34.23
  7662.0    57.4  8.680  260.7    7.1   6.00  10260.5  0.023T 1.00    509.1   509.1   20.15    -  
0.4L    :  45.87
  8767.7    58.3  8.680  260.9    7.1   6.00  10443.8  0.023T 1.00    353.6   353.6   29.53    -  
0.5L    :  57.50
  9110.5    58.3  8.680  260.9    7.1   6.00  10443.8  0.023T 1.00    295.2   295.2   35.38    -  
0.6L    :  69.13
  8767.7    58.3  8.680  260.9    7.1   6.00  10443.8  0.023T 1.00    353.6   353.6   29.53    -  
0.7L    :  80.77
  7662.0    57.4  8.680  260.7    7.1   6.00  10260.5  0.023T 1.00    509.1   509.1   20.15    -  
0.8L    :  92.40
  5815.4    55.5  8.680  260.4    7.0   5.99   9894.0  0.023T 1.00    770.8   770.8   12.84    -  
0.9L    : 104.03
  3189.3    53.6  8.656  260.1    7.0   5.97   9503.3  0.023T 1.00   1162.4  1162.4    8.18    -  
H/2     : 112.41
   816.8    52.3  5.809  263.1    4.8   4.05   6400.8  0.035T 1.00       -       -     -     -  
Transfer: 112.67
   736.6    52.2  5.721  263.2    4.7   3.99   6304.1  0.036T 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 1-20; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.080
        M   2.00 Fb     0.130
 
  2   2 E  50.00 Ft     0.387
        M   6.00 Fb     0.080
 
  3   2 E  48.00 Ft     0.677
        M   4.00 Fb     0.043
 
  4   2 E  46.00 Ft     0.949
        M   2.00 Fb     0.021
 
  5   2 E   6.00 Ft     0.901
        M   6.00 Fb     0.253
 
  6   2 E   6.00 Ft     0.853
        M   6.00 Fb     0.484
 
  7   2 E   6.00 Ft     0.805
        M   6.00 Fb     0.716
 
  8   2 E   6.00 Ft     0.757
        M   6.00 Fb     0.948
 
  9   2 E   6.00 Ft     0.709
        M   6.00 Fb     1.180
 
 10   2 E   4.00 Ft     0.643
        M   4.00 Fb     1.426
 
 11   2 E   4.00 Ft     0.578
        M   4.00 Fb     1.671
 
 12   2 E   4.00 Ft     0.512
        M   4.00 Fb     1.917
 
 13   2 E   4.00 Ft     0.447
        M   4.00 Fb     2.163
 
 14   2 E   4.00 Ft     0.381
        M   4.00 Fb     2.408
 
 15   2 E   4.00 Ft     0.316
        M   4.00 Fb     2.654
 
 16   2 E   2.00 Ft     0.233
        M   2.00 Fb     2.913
 
 17   2 E   2.00 Ft     0.150
        M   2.00 Fb     3.173
 
 18   2 E   2.00 Ft     0.067
        M   2.00 Fb     3.433
 
 19   2 E   2.00 Ft    -0.016
        M   2.00 Fb     3.692
 
 20   2 E   2.00 Ft    -0.099
        M   2.00 Fb     3.952
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 116.33            Release Length, ft: 116.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  40
No. of strands, Draped:   6           No. of strands, Straight:  34
Concrete Strength, f'ci:   7.0  ksi        f'c:   8.0 ksi  f'ct   4.0 ksi
Initial losses:  8.41 %               Final losses: 12.76 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.550       3.952     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.099       Trans
      Precast Top w/ reinf. (tension)      -0.635           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 10443.78     9110.48     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.216     Midspan
    Pre.Top:   4.800  -0.000     Bearing    3.600   2.748     Midspan
    Pre.Bot:   4.800  -0.000     Bearing    3.600   3.306    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.537  -0.000     Bearing
    Pre.Bot:  -0.537  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.200   1.715     Midspan
    Pre.Bot:                                                             3.200   1.564    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  57.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.970  1.80      8.947  2.20     10.935
Self Wt.       :      -2.074  1.85     -3.837  2.40     -4.978
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          :       2.896            5.110            5.957
 
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  115.00
     DC  Line       0.087      0.00       0.087  115.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    57.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 116.333 ft
Release length = 116.333 ft
Design  length = 115.000 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)  : 0.718   (Calculated)    
Live Moment (1  lane  loaded)  : 0.490   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.163   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.930   (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           1446.7 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           698655 in4#
Ht. of c.g.           =        24.64 in             40.88 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 = 0.7955

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    10.97    22.60    34.23    45.87    57.50
 
Precast: (At Release, using Ec =  5131.5 ksi )
  Area    , in2    757.6    788.3    788.3    788.3    788.3    788.3    788.3    788.3
  Yb      ,  in    24.47    23.91    23.90    23.84    23.74    23.65    23.60    23.60
  MI(Ixx) , in4   287622   293892   293939   295503   297905   300575   302010   302010
Composite: (At Final, using Ec =  5362.7 ksi )
  Area    , in2   1455.0   1484.1   1484.1   1484.1   1484.1   1484.1   1484.1   1484.1
  Yb      ,  in    40.70    40.10    40.10    40.06    40.01    39.97    39.94    39.94
  MI(Ixx) , in4   706344   733424   733519   736648   741220   746051   748564   748564

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.00  ksi   
  Elasticity         =     5131.5 ksi   
  Max comp           =       4.55 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.63 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.00 ksi           4.00 ksi
  Elasticity         =    5362.70 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.80 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.60 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           =       3.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.54 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  40 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 40.72 ft from member end )
END PATTERN (Ycg = 10.50 in):
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in     2 @ 46.000 in
     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.90 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    8.68 in2      Initial Pull          =     1701.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.705 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.631 ft
Holddown Force        =  22.891 kips     Beam Shrtng (PL/AE)   =      0.587 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)       
--------------------------------------------------------------------------------------
      4655.309         740 3444.928     22.405 90740.172  1352.978     736.380        
 
 
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      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     13.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      13.1670     20.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.1670     32.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      32.6670     83.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      83.6663     96.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      96.1663    103.1663    Yes
      2      US#5[M16]       60.00        0.62       9.00     103.1667    110.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     110.6663    113.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00     113.6663    114.0833    Yes
      2      US#6[M19]       60.00        0.88       3.00     114.0833    114.8333    Yes
      2      US#6[M19]       60.00        0.88       2.75     114.8333    116.2083    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 116.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 8.6800 in2       Ycg =  3.90 in
         P_init    =     1701.5 kips  Ecc = 20.74 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5132 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.49 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.969 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.18 ksi    0.00 ksi
    due to Composite Loads                                 -2.33 ksi    0.00 ksi
    due to Live Loads                                      -6.07 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                         7.50 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        14.20 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.49 ksi  ( 8.41 %)             8.52 ksi ( 4.35 %)
Total Prestress Losses                                    25.01 ksi (12.76 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.0 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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   102.5   113.7   445.0   814.4  1078.3  1236.7  1289.4
(Max)       V      44.9    43.0    42.8    36.3    27.2    18.1     9.1     0.0
DL-Prec.  : M       0.0    16.1    17.8    69.7   127.5   168.8   193.6   201.9
DC(Max)     V       7.0     6.7     6.7     5.7     4.3     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   120.1   133.2   521.3   954.1  1263.3  1448.8  1510.6
Haunch (Max)V      52.5    50.4    50.2    42.5    31.9    21.3    10.6     0.0
Diaphragm : M       0.0     0.6     0.6     2.7     5.7     8.6    11.5    14.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    38.9    43.1   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.3    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.5    23.8    93.2   170.5   225.8   258.9   270.0
DW(Max)     V       9.4     9.0     9.0     7.6     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   203.8   226.0   880.1  1597.8  2093.2  2388.3  2470.5
            V     145.1   141.0   140.5   125.8   106.0    86.2    58.6    10.7
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   145.1   141.0   140.5   125.8   107.4    89.9    73.2    57.3
            M       0.0   201.1   222.9   852.7  1500.1  1901.0  2073.8  2037.0
Total     : M+      0.0   503.5   558.3  2180.8  3979.1  5247.1  6007.1  6246.2
            V     276.2   266.8   265.7   231.9   185.7   139.4    85.3    11.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   276.2   266.8   265.7   231.9   187.1   143.1    99.9    57.6
            M       0.0   500.8   555.2  2153.3  3881.4  5055.0  5692.6  5812.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.41  112.67  115.00
Self wt.  : M    1236.7  1078.3   814.4   445.0   113.7   102.5     0.0
(Max)       V       9.1    18.1    27.2    36.3    42.8    43.0    44.9
DL-Prec.  : M     193.6   168.8   127.5    69.7    17.8    16.1     0.0
DC(Max)     V       1.4     2.8     4.3     5.7     6.7     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1448.8  1263.3   954.1   521.3   133.2   120.1     0.0
Haunch (Max)V      10.6    21.3    31.9    42.5    50.2    50.4    52.5
Diaphragm : M      11.5     8.6     5.7     2.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     469.3   409.2   309.1   168.9    43.1    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.3    16.3    17.0
DL-Comp   : M     258.9   225.8   170.5    93.2    23.8    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     9.0     9.0     9.4
LL + I    : M+   2388.3  2093.2  1597.8   880.1   226.0   203.8     0.0
            V      58.6    86.2   106.0   125.8   140.5   141.0   145.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    73.2    89.9   107.4   125.8   140.5   141.0   145.1
            M    2073.8  1901.0  1500.1   852.7   222.9   201.1    -0.0
Total     : M+   6007.1  5247.1  3979.1  2180.8   558.3   503.5     0.0
            V      85.3   139.4   185.7   231.9   265.7   266.8   276.2
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    99.9   143.1   187.1   231.9   265.7   266.8   276.2
            M    5692.6  5055.0  3881.4  2153.3   555.2   500.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               44.9             44.9
Deck+Haunch            52.5             52.5
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.0              7.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           85.1             85.1
DL-Comp.(DW)           47.0             47.0
Live                  103.0            103.0
        Truck          66.2             66.2
        Lane           36.8             36.8
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, 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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   102.5   113.7   445.0   814.4  1078.3  1236.7  1289.4
(Max)       V      44.9    43.0    42.8    36.3    27.2    18.1     9.1     0.0
DL-Prec.  : M       0.0    16.1    17.8    69.7   127.5   168.8   193.6   201.9
DC(Max)     V       7.0     6.7     6.7     5.7     4.3     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   120.1   133.2   521.3   954.1  1263.3  1448.8  1510.6
Haunch (Max)V      52.5    50.4    50.2    42.5    31.9    21.3    10.6     0.0
Diaphragm : M       0.0     0.6     0.6     2.7     5.7     8.6    11.5    14.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    38.9    43.1   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.3    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.5    23.8    93.2   170.5   225.8   258.9   270.0
DW(Max)     V       9.4     9.0     9.0     7.6     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   163.0   180.8   704.1  1278.2  1674.5  1910.6  1976.4
            V     116.1   112.8   112.4   100.6    84.8    69.0    46.9     8.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.1   112.8   112.4   100.7    85.9    71.9    58.5    45.9
            M       0.0   160.9   178.3   682.1  1200.1  1520.8  1659.0  1629.6
Total     : M+      0.0   462.7   513.1  2004.7  3659.5  4828.5  5529.4  5752.1
            V     247.1   238.6   237.6   206.8   164.5   122.2    73.6     8.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   247.1   238.6   237.6   206.8   165.6   125.1    85.3    46.1
            M       0.0   460.5   510.6  1982.8  3581.4  4674.8  5277.8  5405.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.41  112.67  115.00
Self wt.  : M    1236.7  1078.3   814.4   445.0   113.7   102.5     0.0
(Max)       V       9.1    18.1    27.2    36.3    42.8    43.0    44.9
DL-Prec.  : M     193.6   168.8   127.5    69.7    17.8    16.1     0.0
DC(Max)     V       1.4     2.8     4.3     5.7     6.7     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1448.8  1263.3   954.1   521.3   133.2   120.1     0.0
Haunch (Max)V      10.6    21.3    31.9    42.5    50.2    50.4    52.5
Diaphragm : M      11.5     8.6     5.7     2.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     469.3   409.2   309.1   168.9    43.1    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.3    16.3    17.0
DL-Comp   : M     258.9   225.8   170.5    93.2    23.8    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     9.0     9.0     9.4
LL + I    : M+   1910.6  1674.5  1278.2   704.1   180.8   163.0     0.0
            V      46.9    69.0    84.8   100.6   112.4   112.8   116.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    58.5    71.9    85.9   100.7   112.4   112.8   116.1
            M    1659.0  1520.8  1200.1   682.1   178.3   160.9    -0.0
Total     : M+   5529.4  4828.5  3659.5  2004.7   513.1   462.7     0.0
            V      73.6   122.2   164.5   206.8   237.6   238.6   247.1
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    85.3   125.1   165.6   206.8   237.6   238.6   247.1
            M    5277.8  4674.8  3581.4  1982.8   510.6   460.5    -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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   128.2   142.1   556.2  1018.0  1347.9  1545.8  1611.8
(Max)       V      56.1    53.8    53.5    45.4    34.0    22.7    11.3     0.0
Self wt.  : M       0.0    92.3   102.3   400.5   733.0   970.5  1113.0  1160.5
(Min)       V      40.4    38.7    38.5    32.7    24.5    16.3     8.2     0.0
DL-Prec.  : M       0.0    20.1    22.3    87.1   159.4   211.0   242.0   252.3
DC(Max)     V       8.8     8.4     8.4     7.1     5.3     3.6     1.8     0.0
DL-Prec.  : M       0.0    14.4    16.0    62.7   114.8   151.9   174.3   181.7
DC(Min)     V       6.3     6.1     6.0     5.1     3.8     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   150.1   166.5   651.6  1192.6  1579.1  1811.0  1888.3
Haunch (Max)V      65.7    63.0    62.7    53.2    39.9    26.6    13.3     0.0
Deck +    : M       0.0   108.1   119.9   469.2   858.7  1137.0  1303.9  1359.6
Haunch (Min)V      47.3    45.4    45.2    38.3    28.7    19.1     9.6     0.0
Diaphragm : M       0.0     0.7     0.8     3.4     7.1    10.7    14.3    18.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     2.5     5.1     7.7    10.3    12.9
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    48.6    53.9   211.1   386.3   511.5   586.6   611.7
DC(Max)     V      21.3    20.4    20.3    17.2    12.9     8.6     4.3     0.0
DL-Comp   : M       0.0    35.0    38.8   152.0   278.2   368.3   422.4   440.4
DC(Min)     V      15.3    14.7    14.6    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    32.2    35.7   139.7   255.8   338.7   388.4   405.0
DW(Max)     V      14.1    13.5    13.5    11.4     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    14.0    15.5    60.6   110.8   146.8   168.3   175.5
DW(Min)     V       6.1     5.9     5.8     4.9     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   356.7   395.5  1540.2  2796.1  3663.0  4179.5  4323.4
            V     253.9   246.7   245.9   220.1   185.5   150.9   102.5    18.7
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   253.9   246.7   245.9   220.2   188.0   157.3   128.0   100.3
            M       0.0   352.0   390.1  1492.2  2625.2  3326.7  3629.1  3564.7
Total     : M+      0.0   736.6   816.8  3189.3  5815.4  7662.0  8767.7  9110.5
            V     420.1   406.2   404.6   354.7   286.5   218.3   136.4    19.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   420.1   406.2   404.6   354.7   289.0   224.7   161.9   100.6
            M       0.0   731.9   811.4  3141.3  5644.4  7325.7  8217.3  8351.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.41  112.67  115.00
Self wt.  : M    1545.8  1347.9  1018.0   556.2   142.1   128.2     0.0
(Max)       V      11.3    22.7    34.0    45.4    53.5    53.8    56.1
Self wt.  : M    1113.0   970.5   733.0   400.5   102.3    92.3     0.0
(Min)       V       8.2    16.3    24.5    32.7    38.5    38.7    40.4
DL-Prec.  : M     242.0   211.0   159.4    87.1    22.3    20.1     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.4     8.4     8.8
DL-Prec.  : M     174.3   151.9   114.8    62.7    16.0    14.4     0.0
DC(Min)     V       1.3     2.6     3.8     5.1     6.0     6.1     6.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1811.0  1579.1  1192.6   651.6   166.5   150.1     0.0
Haunch (Max)V      13.3    26.6    39.9    53.2    62.7    63.0    65.7
Deck +    : M    1303.9  1137.0   858.7   469.2   119.9   108.1     0.0
Haunch (Min)V       9.6    19.1    28.7    38.3    45.2    45.4    47.3
Diaphragm : M      14.3    10.7     7.1     3.4     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      10.3     7.7     5.1     2.5     0.6     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     586.6   511.5   386.3   211.1    53.9    48.6     0.0
DC(Max)     V       4.3     8.6    12.9    17.2    20.3    20.4    21.3
DL-Comp   : M     422.4   368.3   278.2   152.0    38.8    35.0     0.0
DC(Min)     V       3.1     6.2     9.3    12.4    14.6    14.7    15.3
DL-Comp   : M     388.4   338.7   255.8   139.7    35.7    32.2     0.0
DW(Max)     V       2.8     5.7     8.5    11.4    13.5    13.5    14.1
DL-Comp   : M     168.3   146.8   110.8    60.6    15.5    14.0     0.0
DW(Min)     V       1.2     2.5     3.7     4.9     5.8     5.9     6.1
LL + I    : M+   4179.5  3663.0  2796.1  1540.2   395.5   356.7     0.0
            V     102.5   150.9   185.5   220.1   245.9   246.7   253.9
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   128.0   157.3   188.0   220.2   245.9   246.7   253.9
            M    3629.1  3326.7  2625.2  1492.2   390.1   352.0    -0.0
Total     : M+   8767.7  7662.0  5815.4  3189.3   816.8   736.6     0.0
            V     136.4   218.3   286.5   354.7   404.6   406.2   420.1
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   161.9   224.7   289.0   354.7   404.6   406.2   420.1
            M    8217.3  7325.7  5644.4  3141.3   811.4   731.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               56.1             56.1
Deck+Haunch            65.7             65.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.8              8.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          106.4            106.4
DL-Comp.(DW)           70.4             70.4
Live                  180.2            180.2
        Truck         115.8            115.8
        Lane           64.4             64.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, 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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   102.5   113.7   445.0   814.4  1078.3  1236.7  1289.4
(Max)       V      44.9    43.0    42.8    36.3    27.2    18.1     9.1     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    16.1    17.8    69.7   127.5   168.8   193.6   201.9
DC(Max)     V       7.0     6.7     6.7     5.7     4.3     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   120.1   133.2   521.3   954.1  1263.3  1448.8  1510.6
Haunch (Max)V      52.5    50.4    50.2    42.5    31.9    21.3    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     2.7     5.7     8.6    11.5    14.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     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    38.9    43.1   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.3    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    21.5    23.8    93.2   170.5   225.8   258.9   270.0
DW(Max)     V       9.4     9.0     9.0     7.6     5.7     3.8     1.9     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   135.0   149.7   576.9  1028.6  1343.1  1509.8  1511.5
            V     113.4   110.6   110.2    99.9    86.5    65.6    52.1    21.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   113.4   110.6   110.2    99.9    86.5    73.0    59.5    46.0
            M       0.0   135.0   149.7   576.9  1028.6  1315.2  1436.8  1393.3
Total     : M+      0.0   434.7   482.0  1877.6  3409.9  4497.1  5128.6  5287.2
            V     244.5   236.3   235.4   206.1   166.1   118.8    78.8    21.5
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   244.5   236.3   235.4   206.1   166.1   126.2    86.2    46.3
            M       0.0   434.7   482.0  1877.6  3409.9  4469.2  5055.6  5168.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.41  112.67  115.00
Self wt.  : M    1236.7  1078.3   814.4   445.0   113.7   102.5     0.0
(Max)       V       9.1    18.1    27.2    36.3    42.8    43.0    44.9
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     193.6   168.8   127.5    69.7    17.8    16.1     0.0
DC(Max)     V       1.4     2.8     4.3     5.7     6.7     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1448.8  1263.3   954.1   521.3   133.2   120.1     0.0
Haunch (Max)V      10.6    21.3    31.9    42.5    50.2    50.4    52.5
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      11.5     8.6     5.7     2.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     469.3   409.2   309.1   168.9    43.1    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.3    16.3    17.0
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     258.9   225.8   170.5    93.2    23.8    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     9.0     9.0     9.4
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+   1509.8  1343.1  1028.6   576.9   149.7   135.0     0.0
            V      52.1    65.6    86.5    99.9   110.2   110.6   113.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.5    73.0    86.5    99.9   110.2   110.6   113.4
            M    1436.8  1315.2  1028.6   576.9   149.7   135.0     0.0
Total     : M+   5128.6  4497.1  3409.9  1877.6   482.0   434.7     0.0
            V      78.8   118.8   166.1   206.1   235.4   236.3   244.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    86.2   126.2   166.1   206.1   235.4   236.3   244.5
            M    5055.6  4469.2  3409.9  1877.6   482.0   434.7     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.63   23.27   34.90   46.53   58.17   40.72
 
Beam-Self
Precast-top    0.163   0.582   1.029   1.343   1.530   1.594   1.452 
Bottom        -0.129  -0.460  -0.808  -1.046  -1.188  -1.237  -1.129 
 
Prestress
Precast-top   -0.262  -0.485  -0.782  -1.073  -1.216  -1.216  -1.216 
Bottom         4.081   4.247   4.465   4.675   4.778   4.778   4.778 
 
Total
Precast-top   -0.099   0.096   0.247   0.271   0.314   0.378   0.236 
Bottom         3.952   3.788   3.658   3.629   3.590   3.540   3.648 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.30 %)
             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   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.019   0.075   0.137   0.181   0.207   0.216 
Precast-top   -0.042   0.078   0.105   0.906   1.741   2.255   2.589   2.748 
Bottom         0.835   3.306   3.281   2.549   1.787   1.314   1.013   0.875 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.63   23.27   34.90   46.53   58.17   40.72
 
Beam-Self
Precast-top    0.163   0.582   1.029   1.343   1.530   1.594   1.452 
Bottom        -0.129  -0.460  -0.808  -1.046  -1.188  -1.237  -1.129 
 
Prestress
Precast-top   -0.262  -0.485  -0.782  -1.073  -1.216  -1.216  -1.216 
Bottom         4.081   4.247   4.465   4.675   4.778   4.778   4.778 
 
Total
Precast-top   -0.099   0.096   0.247   0.271   0.314   0.378   0.236 
Bottom         3.952   3.788   3.658   3.629   3.590   3.540   3.648 
 
As_top  , in2  0.000   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   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.30 %)
             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   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   10.97   22.60   34.23   45.87   57.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.048   0.053   0.204   0.363   0.474   0.533   0.538 
Precast-top   -0.021   0.070   0.087   0.584   1.103   1.431   1.635   1.715 
Bottom         0.418   1.564   1.542   0.898   0.227  -0.206  -0.460  -0.530 
 

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
    420.1    6.5   58.4    1.081   4.5   6.00e-3 50.0    432.9     1.782    3.840      0.00
      0.0    0.9   57.9     42.0 0.154      29.4 0.87    12.00     0.116    1.623 
Transfer:   3.00
    406.2    6.5   58.4    4.863  20.1  -0.04e-3 28.9    269.6     0.527    1.760      0.00
    731.9    4.0   56.4    189.0 0.147     161.7 4.94    12.00     0.116    1.668 
Critical:   5.34
    392.1    6.5   58.4    5.545  20.1  -0.08e-3 28.7    249.8     0.488    1.760      0.00
   1396.2    4.5   56.1    189.0 0.142     165.9 5.09    12.00     0.116    1.720 
0.1L    :  11.63
    354.7    6.5   58.4    7.357  20.1  -0.09e-3 28.7    208.2     0.411    0.827      0.00
   3141.3    6.0   55.4    189.0 0.130     165.9 5.15    12.00     0.116    1.534 
0.2L    :  23.27
    289.0    6.5   55.5    8.680  20.1  -0.02e-3 28.9    152.3     0.320    0.496      0.00
   5644.4    6.0   52.5    189.0 0.110     148.7 4.87    24.00     0.116    1.260 
0.3L    :  34.90
    224.7    6.5   57.4    8.680  20.1   0.73e-3 31.5    131.4     0.296    0.413      0.00
   7325.7    6.0   54.4    189.0 0.081      98.2 3.11    24.00     0.116    1.208 
0.4L    :  46.53
    161.9    6.5   58.3    8.680   0.0   1.22e-3 33.3     99.4     0.236    0.413      0.00
   8217.3    6.0   55.4    189.0 0.063      80.5 2.50    24.00     0.116    1.416 
0.5L    :  58.17
    100.6    6.5   58.3    8.680   0.0   1.09e-3 32.8     27.0     0.116    0.413      0.00
   8351.7    6.0   55.4    189.0 0.039      84.8 2.64    24.00     0.116    2.344 
0.6L    :  69.80
    161.9    6.5   58.3    8.680   0.0   1.22e-3 33.3     99.4     0.236    0.413      0.00
   8217.3    6.0   55.4    189.0 0.063      80.5 2.50    24.00     0.116    1.416 
0.7L    :  81.43
    224.7    6.5   57.4    8.680  20.1   0.73e-3 31.5    131.4     0.296    0.413      0.00
   7325.7    6.0   54.4    189.0 0.081      98.2 3.11    24.00     0.116    1.208 
0.8L    :  93.07
    289.0    6.5   55.5    8.680  20.1  -0.02e-3 28.9    152.3     0.320    0.496      0.00
   5644.4    6.0   52.5    189.0 0.110     148.7 4.87    24.00     0.116    1.260 
0.9L    : 104.70
    354.7    6.5   58.4    7.357  20.1  -0.09e-3 28.7    208.2     0.411    0.827      0.00
   3141.3    6.0   55.4    189.0 0.130     165.9 5.15    12.00     0.116    1.534 
Critical: 110.99
    392.1    6.5   58.4    5.545  20.1  -0.08e-3 28.7    249.8     0.488    1.760      0.00
   1396.2    4.5   56.1    189.0 0.142     165.9 5.09    12.00     0.116    1.720 
Transfer: 113.33
    406.2    6.5   58.4    4.863  20.1  -0.04e-3 28.9    269.6     0.527    1.760      0.00
    731.9    4.0   56.4    189.0 0.147     161.7 4.94    12.00     0.116    1.668 
Bearing : 115.67
    420.1    6.5   58.4    1.081   4.5   6.00e-3 50.0    432.9     1.782    3.840      0.00
      0.0    0.9   57.9     42.0 0.154      29.4 0.87    12.00     0.116    1.623 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1701.45
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    3.40
 
 
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
    420.1      8.06     58.37    0.90       57.92    24.00      0.300      1.937      0.000      3.840 
Transfer:      2.33
    406.2      8.01     58.37    3.99       56.37    24.00      0.300      1.919      0.000      1.760 
Critical:      4.68
    392.2      7.77     58.37    4.53       56.10    24.00      0.300      1.840      0.000      1.760 
0.1L    :     10.97
    354.7      7.12     58.37    5.97       55.38    24.00      0.300      1.622      0.000      0.827 
0.2L    :     22.60
    289.0      6.11     55.52    5.99       52.53    24.00      0.300      1.288      0.000      0.496 
0.3L    :     34.23
    224.7      4.59     57.41    6.00       54.41    24.00      0.300      0.780      0.000      0.413 
0.4L    :     45.87
    161.9      3.25     58.35    6.00       55.35    24.00      0.300      0.334      0.000      0.413 
0.5L    :     57.50
    100.6      2.02     58.35    6.00       55.35    24.00      0.300      0.000      0.000      0.413 
0.6L    :     69.13
    161.9      3.25     58.35    6.00       55.35    24.00      0.300      0.334      0.000      0.413 
0.7L    :     80.77
    224.7      4.59     57.41    6.00       54.41    24.00      0.300      0.780      0.000      0.413 
0.8L    :     92.40
    289.0      6.11     55.52    5.99       52.53    24.00      0.300      1.288      0.000      0.496 
0.9L    :    104.03
    354.7      7.12     58.37    5.97       55.38    24.00      0.300      1.622      0.000      0.827 
Critical:    110.32
    392.2      7.77     58.37    4.53       56.10    24.00      0.300      1.840      0.000      1.760 
Transfer:    112.67
    406.2      8.01     58.37    3.99       56.37    24.00      0.300      1.919      0.000      1.760 
Bearing :    115.00
    420.1      8.06     58.37    0.90       57.92    24.00      0.300      1.937      0.000      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.97 ft
Prestress      :       1.767  1.80      3.180  2.20      3.887
Self Wt.       :      -0.665  1.85     -1.231  2.40     -1.597
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          :       1.101            1.949            2.290
 
At 0.2 x L = 22.60 ft
Prestress      :       3.164  1.80      5.696  2.20      6.961
Self Wt.       :      -1.249  1.85     -2.310  2.40     -2.997
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          :       1.915            3.385            3.964
 
At 0.3 x L = 34.23 ft
Prestress      :       4.159  1.80      7.486  2.20      9.149
Self Wt.       :      -1.695  1.85     -3.135  2.40     -4.067
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          :       2.464            4.351            5.082
 
At 0.4 x L = 45.87 ft
Prestress      :       4.760  1.80      8.567  2.20     10.471
Self Wt.       :      -1.975  1.85     -3.654  2.40     -4.740
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          :       2.784            4.913            5.731
 
At 0.5 x L = 57.50 ft
Prestress      :       4.970  1.80      8.947  2.20     10.935
Self Wt.       :      -2.074  1.85     -3.837  2.40     -4.978
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          :       2.896            5.110            5.957
 
At 0.6 x L = 69.13 ft
Prestress      :       4.760  1.80      8.567  2.20     10.471
Self Wt.       :      -1.975  1.85     -3.654  2.40     -4.740
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          :       2.784            4.913            5.731
 
At 0.7 x L = 80.77 ft
Prestress      :       4.159  1.80      7.486  2.20      9.149
Self Wt.       :      -1.695  1.85     -3.135  2.40     -4.067
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          :       2.464            4.351            5.082
 
At 0.8 x L = 92.40 ft
Prestress      :       3.164  1.80      5.696  2.20      6.961
Self Wt.       :      -1.249  1.85     -2.310  2.40     -2.997
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          :       1.915            3.385            3.964
 
At 0.9 x L = 104.03 ft
Prestress      :       1.767  1.80      3.180  2.20      3.887
Self Wt.       :      -0.665  1.85     -1.231  2.40     -1.597
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          :       1.101            1.949            2.290
 

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
   736.6    52.2  5.721  263.2    4.7   3.99   6304.1  0.036T 1.00       -       -     -     -  
H/2     :   2.59
   816.8    52.3  5.809  263.1    4.8   4.05   6400.8  0.035T 1.00       -       -     -     -  
0.1L    :  10.97
  3189.3    53.6  8.656  260.1    7.0   5.97   9503.3  0.023T 1.00       -       -     -     -  
0.2L    :  22.60
  5815.4    55.5  8.680  260.4    7.0   5.99   9894.0  0.023T 1.00    770.8   770.8   12.84    -  
0.3L    :  34.23
  7662.0    57.4  8.680  260.7    7.1   6.00  10260.5  0.023T 1.00    509.1   509.1   20.15    -  
0.4L    :  45.87
  8767.7    58.3  8.680  260.9    7.1   6.00  10443.8  0.023T 1.00    353.6   353.6   29.53    -  
0.5L    :  57.50
  9110.5    58.3  8.680  260.9    7.1   6.00  10443.8  0.023T 1.00    295.2   295.2   35.38    -  
0.6L    :  69.13
  8767.7    58.3  8.680  260.9    7.1   6.00  10443.8  0.023T 1.00    353.6   353.6   29.53    -  
0.7L    :  80.77
  7662.0    57.4  8.680  260.7    7.1   6.00  10260.5  0.023T 1.00    509.1   509.1   20.15    -  
0.8L    :  92.40
  5815.4    55.5  8.680  260.4    7.0   5.99   9894.0  0.023T 1.00    770.8   770.8   12.84    -  
0.9L    : 104.03
  3189.3    53.6  8.656  260.1    7.0   5.97   9503.3  0.023T 1.00   1162.4  1162.4    8.18    -  
H/2     : 112.41
   816.8    52.3  5.809  263.1    4.8   4.05   6400.8  0.035T 1.00       -       -     -     -  
Transfer: 112.67
   736.6    52.2  5.721  263.2    4.7   3.99   6304.1  0.036T 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 1-20; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.080
        M   2.00 Fb     0.130
 
  2   2 E  50.00 Ft     0.387
        M   6.00 Fb     0.080
 
  3   2 E  48.00 Ft     0.677
        M   4.00 Fb     0.043
 
  4   2 E  46.00 Ft     0.949
        M   2.00 Fb     0.021
 
  5   2 E   6.00 Ft     0.901
        M   6.00 Fb     0.253
 
  6   2 E   6.00 Ft     0.853
        M   6.00 Fb     0.484
 
  7   2 E   6.00 Ft     0.805
        M   6.00 Fb     0.716
 
  8   2 E   6.00 Ft     0.757
        M   6.00 Fb     0.948
 
  9   2 E   6.00 Ft     0.709
        M   6.00 Fb     1.180
 
 10   2 E   4.00 Ft     0.643
        M   4.00 Fb     1.426
 
 11   2 E   4.00 Ft     0.578
        M   4.00 Fb     1.671
 
 12   2 E   4.00 Ft     0.512
        M   4.00 Fb     1.917
 
 13   2 E   4.00 Ft     0.447
        M   4.00 Fb     2.163
 
 14   2 E   4.00 Ft     0.381
        M   4.00 Fb     2.408
 
 15   2 E   4.00 Ft     0.316
        M   4.00 Fb     2.654
 
 16   2 E   2.00 Ft     0.233
        M   2.00 Fb     2.913
 
 17   2 E   2.00 Ft     0.150
        M   2.00 Fb     3.173
 
 18   2 E   2.00 Ft     0.067
        M   2.00 Fb     3.433
 
 19   2 E   2.00 Ft    -0.016
        M   2.00 Fb     3.692
 
 20   2 E   2.00 Ft    -0.099
        M   2.00 Fb     3.952
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 116.33            Release Length, ft: 116.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  40
No. of strands, Draped:   6           No. of strands, Straight:  34
Concrete Strength, f'ci:   7.0  ksi        f'c:   8.0 ksi  f'ct   4.0 ksi
Initial losses:  8.41 %               Final losses: 12.76 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.550       3.952     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.099       Trans
      Precast Top w/ reinf. (tension)      -0.635           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 10443.78     9110.48     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.216     Midspan
    Pre.Top:   4.800  -0.000     Bearing    3.600   2.748     Midspan
    Pre.Bot:   4.800  -0.000     Bearing    3.600   3.306    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.537  -0.000     Bearing
    Pre.Bot:  -0.537  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.200   1.715     Midspan
    Pre.Bot:                                                             3.200   1.564    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  57.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.970  1.80      8.947  2.20     10.935
Self Wt.       :      -2.074  1.85     -3.837  2.40     -4.978
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          :       2.896            5.110            5.957
 
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  115.00
     DC  Line       0.087      0.00       0.087  115.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    57.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 116.333 ft
Release length = 116.333 ft
Design  length = 115.000 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)  : 0.718   (Calculated)    
Live Moment (1  lane  loaded)  : 0.490   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.163   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.930   (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           1446.7 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           698655 in4#
Ht. of c.g.           =        24.64 in             40.88 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 = 0.7955

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    10.97    22.60    34.23    45.87    57.50
 
Precast: (At Release, using Ec =  5131.5 ksi )
  Area    , in2    757.6    788.3    788.3    788.3    788.3    788.3    788.3    788.3
  Yb      ,  in    24.47    23.91    23.90    23.84    23.74    23.65    23.60    23.60
  MI(Ixx) , in4   287622   293892   293939   295503   297905   300575   302010   302010
Composite: (At Final, using Ec =  5362.7 ksi )
  Area    , in2   1455.0   1484.1   1484.1   1484.1   1484.1   1484.1   1484.1   1484.1
  Yb      ,  in    40.70    40.10    40.10    40.06    40.01    39.97    39.94    39.94
  MI(Ixx) , in4   706344   733424   733519   736648   741220   746051   748564   748564

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.00  ksi   
  Elasticity         =     5131.5 ksi   
  Max comp           =       4.55 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.63 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.00 ksi           4.00 ksi
  Elasticity         =    5362.70 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.80 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.60 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           =       3.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.54 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  40 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 40.72 ft from member end )
END PATTERN (Ycg = 10.50 in):
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in     2 @ 46.000 in
     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.90 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    8.68 in2      Initial Pull          =     1701.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.705 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.631 ft
Holddown Force        =  22.891 kips     Beam Shrtng (PL/AE)   =      0.587 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)       
--------------------------------------------------------------------------------------
      4655.309         740 3444.928     22.405 90740.172  1352.978     736.380        
 
 
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      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     13.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      13.1670     20.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.1670     32.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      32.6670     83.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      83.6663     96.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      96.1663    103.1663    Yes
      2      US#5[M16]       60.00        0.62       9.00     103.1667    110.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     110.6663    113.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00     113.6663    114.0833    Yes
      2      US#6[M19]       60.00        0.88       3.00     114.0833    114.8333    Yes
      2      US#6[M19]       60.00        0.88       2.75     114.8333    116.2083    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 116.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 8.6800 in2       Ycg =  3.90 in
         P_init    =     1701.5 kips  Ecc = 20.74 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5132 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.49 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.969 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.18 ksi    0.00 ksi
    due to Composite Loads                                 -2.33 ksi    0.00 ksi
    due to Live Loads                                      -6.07 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                         7.50 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        14.20 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.49 ksi  ( 8.41 %)             8.52 ksi ( 4.35 %)
Total Prestress Losses                                    25.01 ksi (12.76 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.0 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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   102.5   113.7   445.0   814.4  1078.3  1236.7  1289.4
(Max)       V      44.9    43.0    42.8    36.3    27.2    18.1     9.1     0.0
DL-Prec.  : M       0.0    16.1    17.8    69.7   127.5   168.8   193.6   201.9
DC(Max)     V       7.0     6.7     6.7     5.7     4.3     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   120.1   133.2   521.3   954.1  1263.3  1448.8  1510.6
Haunch (Max)V      52.5    50.4    50.2    42.5    31.9    21.3    10.6     0.0
Diaphragm : M       0.0     0.6     0.6     2.7     5.7     8.6    11.5    14.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    38.9    43.1   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.3    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.5    23.8    93.2   170.5   225.8   258.9   270.0
DW(Max)     V       9.4     9.0     9.0     7.6     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   203.8   226.0   880.1  1597.8  2093.2  2388.3  2470.5
            V     145.1   141.0   140.5   125.8   106.0    86.2    58.6    10.7
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   145.1   141.0   140.5   125.8   107.4    89.9    73.2    57.3
            M       0.0   201.1   222.9   852.7  1500.1  1901.0  2073.8  2037.0
Total     : M+      0.0   503.5   558.3  2180.8  3979.1  5247.1  6007.1  6246.2
            V     276.2   266.8   265.7   231.9   185.7   139.4    85.3    11.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   276.2   266.8   265.7   231.9   187.1   143.1    99.9    57.6
            M       0.0   500.8   555.2  2153.3  3881.4  5055.0  5692.6  5812.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.41  112.67  115.00
Self wt.  : M    1236.7  1078.3   814.4   445.0   113.7   102.5     0.0
(Max)       V       9.1    18.1    27.2    36.3    42.8    43.0    44.9
DL-Prec.  : M     193.6   168.8   127.5    69.7    17.8    16.1     0.0
DC(Max)     V       1.4     2.8     4.3     5.7     6.7     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1448.8  1263.3   954.1   521.3   133.2   120.1     0.0
Haunch (Max)V      10.6    21.3    31.9    42.5    50.2    50.4    52.5
Diaphragm : M      11.5     8.6     5.7     2.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     469.3   409.2   309.1   168.9    43.1    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.3    16.3    17.0
DL-Comp   : M     258.9   225.8   170.5    93.2    23.8    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     9.0     9.0     9.4
LL + I    : M+   2388.3  2093.2  1597.8   880.1   226.0   203.8     0.0
            V      58.6    86.2   106.0   125.8   140.5   141.0   145.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    73.2    89.9   107.4   125.8   140.5   141.0   145.1
            M    2073.8  1901.0  1500.1   852.7   222.9   201.1    -0.0
Total     : M+   6007.1  5247.1  3979.1  2180.8   558.3   503.5     0.0
            V      85.3   139.4   185.7   231.9   265.7   266.8   276.2
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    99.9   143.1   187.1   231.9   265.7   266.8   276.2
            M    5692.6  5055.0  3881.4  2153.3   555.2   500.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               44.9             44.9
Deck+Haunch            52.5             52.5
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.0              7.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           85.1             85.1
DL-Comp.(DW)           47.0             47.0
Live                  103.0            103.0
        Truck          66.2             66.2
        Lane           36.8             36.8
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, 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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   102.5   113.7   445.0   814.4  1078.3  1236.7  1289.4
(Max)       V      44.9    43.0    42.8    36.3    27.2    18.1     9.1     0.0
DL-Prec.  : M       0.0    16.1    17.8    69.7   127.5   168.8   193.6   201.9
DC(Max)     V       7.0     6.7     6.7     5.7     4.3     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   120.1   133.2   521.3   954.1  1263.3  1448.8  1510.6
Haunch (Max)V      52.5    50.4    50.2    42.5    31.9    21.3    10.6     0.0
Diaphragm : M       0.0     0.6     0.6     2.7     5.7     8.6    11.5    14.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    38.9    43.1   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.3    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.5    23.8    93.2   170.5   225.8   258.9   270.0
DW(Max)     V       9.4     9.0     9.0     7.6     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   163.0   180.8   704.1  1278.2  1674.5  1910.6  1976.4
            V     116.1   112.8   112.4   100.6    84.8    69.0    46.9     8.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.1   112.8   112.4   100.7    85.9    71.9    58.5    45.9
            M       0.0   160.9   178.3   682.1  1200.1  1520.8  1659.0  1629.6
Total     : M+      0.0   462.7   513.1  2004.7  3659.5  4828.5  5529.4  5752.1
            V     247.1   238.6   237.6   206.8   164.5   122.2    73.6     8.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   247.1   238.6   237.6   206.8   165.6   125.1    85.3    46.1
            M       0.0   460.5   510.6  1982.8  3581.4  4674.8  5277.8  5405.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.41  112.67  115.00
Self wt.  : M    1236.7  1078.3   814.4   445.0   113.7   102.5     0.0
(Max)       V       9.1    18.1    27.2    36.3    42.8    43.0    44.9
DL-Prec.  : M     193.6   168.8   127.5    69.7    17.8    16.1     0.0
DC(Max)     V       1.4     2.8     4.3     5.7     6.7     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1448.8  1263.3   954.1   521.3   133.2   120.1     0.0
Haunch (Max)V      10.6    21.3    31.9    42.5    50.2    50.4    52.5
Diaphragm : M      11.5     8.6     5.7     2.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     469.3   409.2   309.1   168.9    43.1    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.3    16.3    17.0
DL-Comp   : M     258.9   225.8   170.5    93.2    23.8    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     9.0     9.0     9.4
LL + I    : M+   1910.6  1674.5  1278.2   704.1   180.8   163.0     0.0
            V      46.9    69.0    84.8   100.6   112.4   112.8   116.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    58.5    71.9    85.9   100.7   112.4   112.8   116.1
            M    1659.0  1520.8  1200.1   682.1   178.3   160.9    -0.0
Total     : M+   5529.4  4828.5  3659.5  2004.7   513.1   462.7     0.0
            V      73.6   122.2   164.5   206.8   237.6   238.6   247.1
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    85.3   125.1   165.6   206.8   237.6   238.6   247.1
            M    5277.8  4674.8  3581.4  1982.8   510.6   460.5    -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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   128.2   142.1   556.2  1018.0  1347.9  1545.8  1611.8
(Max)       V      56.1    53.8    53.5    45.4    34.0    22.7    11.3     0.0
Self wt.  : M       0.0    92.3   102.3   400.5   733.0   970.5  1113.0  1160.5
(Min)       V      40.4    38.7    38.5    32.7    24.5    16.3     8.2     0.0
DL-Prec.  : M       0.0    20.1    22.3    87.1   159.4   211.0   242.0   252.3
DC(Max)     V       8.8     8.4     8.4     7.1     5.3     3.6     1.8     0.0
DL-Prec.  : M       0.0    14.4    16.0    62.7   114.8   151.9   174.3   181.7
DC(Min)     V       6.3     6.1     6.0     5.1     3.8     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   150.1   166.5   651.6  1192.6  1579.1  1811.0  1888.3
Haunch (Max)V      65.7    63.0    62.7    53.2    39.9    26.6    13.3     0.0
Deck +    : M       0.0   108.1   119.9   469.2   858.7  1137.0  1303.9  1359.6
Haunch (Min)V      47.3    45.4    45.2    38.3    28.7    19.1     9.6     0.0
Diaphragm : M       0.0     0.7     0.8     3.4     7.1    10.7    14.3    18.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     2.5     5.1     7.7    10.3    12.9
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    48.6    53.9   211.1   386.3   511.5   586.6   611.7
DC(Max)     V      21.3    20.4    20.3    17.2    12.9     8.6     4.3     0.0
DL-Comp   : M       0.0    35.0    38.8   152.0   278.2   368.3   422.4   440.4
DC(Min)     V      15.3    14.7    14.6    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    32.2    35.7   139.7   255.8   338.7   388.4   405.0
DW(Max)     V      14.1    13.5    13.5    11.4     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    14.0    15.5    60.6   110.8   146.8   168.3   175.5
DW(Min)     V       6.1     5.9     5.8     4.9     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   356.7   395.5  1540.2  2796.1  3663.0  4179.5  4323.4
            V     253.9   246.7   245.9   220.1   185.5   150.9   102.5    18.7
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   253.9   246.7   245.9   220.2   188.0   157.3   128.0   100.3
            M       0.0   352.0   390.1  1492.2  2625.2  3326.7  3629.1  3564.7
Total     : M+      0.0   736.6   816.8  3189.3  5815.4  7662.0  8767.7  9110.5
            V     420.1   406.2   404.6   354.7   286.5   218.3   136.4    19.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   420.1   406.2   404.6   354.7   289.0   224.7   161.9   100.6
            M       0.0   731.9   811.4  3141.3  5644.4  7325.7  8217.3  8351.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.41  112.67  115.00
Self wt.  : M    1545.8  1347.9  1018.0   556.2   142.1   128.2     0.0
(Max)       V      11.3    22.7    34.0    45.4    53.5    53.8    56.1
Self wt.  : M    1113.0   970.5   733.0   400.5   102.3    92.3     0.0
(Min)       V       8.2    16.3    24.5    32.7    38.5    38.7    40.4
DL-Prec.  : M     242.0   211.0   159.4    87.1    22.3    20.1     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.4     8.4     8.8
DL-Prec.  : M     174.3   151.9   114.8    62.7    16.0    14.4     0.0
DC(Min)     V       1.3     2.6     3.8     5.1     6.0     6.1     6.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1811.0  1579.1  1192.6   651.6   166.5   150.1     0.0
Haunch (Max)V      13.3    26.6    39.9    53.2    62.7    63.0    65.7
Deck +    : M    1303.9  1137.0   858.7   469.2   119.9   108.1     0.0
Haunch (Min)V       9.6    19.1    28.7    38.3    45.2    45.4    47.3
Diaphragm : M      14.3    10.7     7.1     3.4     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      10.3     7.7     5.1     2.5     0.6     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     586.6   511.5   386.3   211.1    53.9    48.6     0.0
DC(Max)     V       4.3     8.6    12.9    17.2    20.3    20.4    21.3
DL-Comp   : M     422.4   368.3   278.2   152.0    38.8    35.0     0.0
DC(Min)     V       3.1     6.2     9.3    12.4    14.6    14.7    15.3
DL-Comp   : M     388.4   338.7   255.8   139.7    35.7    32.2     0.0
DW(Max)     V       2.8     5.7     8.5    11.4    13.5    13.5    14.1
DL-Comp   : M     168.3   146.8   110.8    60.6    15.5    14.0     0.0
DW(Min)     V       1.2     2.5     3.7     4.9     5.8     5.9     6.1
LL + I    : M+   4179.5  3663.0  2796.1  1540.2   395.5   356.7     0.0
            V     102.5   150.9   185.5   220.1   245.9   246.7   253.9
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   128.0   157.3   188.0   220.2   245.9   246.7   253.9
            M    3629.1  3326.7  2625.2  1492.2   390.1   352.0    -0.0
Total     : M+   8767.7  7662.0  5815.4  3189.3   816.8   736.6     0.0
            V     136.4   218.3   286.5   354.7   404.6   406.2   420.1
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   161.9   224.7   289.0   354.7   404.6   406.2   420.1
            M    8217.3  7325.7  5644.4  3141.3   811.4   731.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               56.1             56.1
Deck+Haunch            65.7             65.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.8              8.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          106.4            106.4
DL-Comp.(DW)           70.4             70.4
Live                  180.2            180.2
        Truck         115.8            115.8
        Lane           64.4             64.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, 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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   102.5   113.7   445.0   814.4  1078.3  1236.7  1289.4
(Max)       V      44.9    43.0    42.8    36.3    27.2    18.1     9.1     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    16.1    17.8    69.7   127.5   168.8   193.6   201.9
DC(Max)     V       7.0     6.7     6.7     5.7     4.3     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   120.1   133.2   521.3   954.1  1263.3  1448.8  1510.6
Haunch (Max)V      52.5    50.4    50.2    42.5    31.9    21.3    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     2.7     5.7     8.6    11.5    14.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     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    38.9    43.1   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.3    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    21.5    23.8    93.2   170.5   225.8   258.9   270.0
DW(Max)     V       9.4     9.0     9.0     7.6     5.7     3.8     1.9     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   135.0   149.7   576.9  1028.6  1343.1  1509.8  1511.5
            V     113.4   110.6   110.2    99.9    86.5    65.6    52.1    21.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   113.4   110.6   110.2    99.9    86.5    73.0    59.5    46.0
            M       0.0   135.0   149.7   576.9  1028.6  1315.2  1436.8  1393.3
Total     : M+      0.0   434.7   482.0  1877.6  3409.9  4497.1  5128.6  5287.2
            V     244.5   236.3   235.4   206.1   166.1   118.8    78.8    21.5
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   244.5   236.3   235.4   206.1   166.1   126.2    86.2    46.3
            M       0.0   434.7   482.0  1877.6  3409.9  4469.2  5055.6  5168.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.41  112.67  115.00
Self wt.  : M    1236.7  1078.3   814.4   445.0   113.7   102.5     0.0
(Max)       V       9.1    18.1    27.2    36.3    42.8    43.0    44.9
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     193.6   168.8   127.5    69.7    17.8    16.1     0.0
DC(Max)     V       1.4     2.8     4.3     5.7     6.7     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1448.8  1263.3   954.1   521.3   133.2   120.1     0.0
Haunch (Max)V      10.6    21.3    31.9    42.5    50.2    50.4    52.5
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      11.5     8.6     5.7     2.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     469.3   409.2   309.1   168.9    43.1    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.3    16.3    17.0
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     258.9   225.8   170.5    93.2    23.8    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     9.0     9.0     9.4
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+   1509.8  1343.1  1028.6   576.9   149.7   135.0     0.0
            V      52.1    65.6    86.5    99.9   110.2   110.6   113.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.5    73.0    86.5    99.9   110.2   110.6   113.4
            M    1436.8  1315.2  1028.6   576.9   149.7   135.0     0.0
Total     : M+   5128.6  4497.1  3409.9  1877.6   482.0   434.7     0.0
            V      78.8   118.8   166.1   206.1   235.4   236.3   244.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    86.2   126.2   166.1   206.1   235.4   236.3   244.5
            M    5055.6  4469.2  3409.9  1877.6   482.0   434.7     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.63   23.27   34.90   46.53   58.17   40.72
 
Beam-Self
Precast-top    0.163   0.582   1.029   1.343   1.530   1.594   1.452 
Bottom        -0.129  -0.460  -0.808  -1.046  -1.188  -1.237  -1.129 
 
Prestress
Precast-top   -0.262  -0.485  -0.782  -1.073  -1.216  -1.216  -1.216 
Bottom         4.081   4.247   4.465   4.675   4.778   4.778   4.778 
 
Total
Precast-top   -0.099   0.096   0.247   0.271   0.314   0.378   0.236 
Bottom         3.952   3.788   3.658   3.629   3.590   3.540   3.648 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.30 %)
             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   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.019   0.075   0.137   0.181   0.207   0.216 
Precast-top   -0.042   0.078   0.105   0.906   1.741   2.255   2.589   2.748 
Bottom         0.835   3.306   3.281   2.549   1.787   1.314   1.013   0.875 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.63   23.27   34.90   46.53   58.17   40.72
 
Beam-Self
Precast-top    0.163   0.582   1.029   1.343   1.530   1.594   1.452 
Bottom        -0.129  -0.460  -0.808  -1.046  -1.188  -1.237  -1.129 
 
Prestress
Precast-top   -0.262  -0.485  -0.782  -1.073  -1.216  -1.216  -1.216 
Bottom         4.081   4.247   4.465   4.675   4.778   4.778   4.778 
 
Total
Precast-top   -0.099   0.096   0.247   0.271   0.314   0.378   0.236 
Bottom         3.952   3.788   3.658   3.629   3.590   3.540   3.648 
 
As_top  , in2  0.000   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   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.30 %)
             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   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   10.97   22.60   34.23   45.87   57.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.048   0.053   0.204   0.363   0.474   0.533   0.538 
Precast-top   -0.021   0.070   0.087   0.584   1.103   1.431   1.635   1.715 
Bottom         0.418   1.564   1.542   0.898   0.227  -0.206  -0.460  -0.530 
 

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
    420.1    6.5   58.4    1.081   4.5   6.00e-3 50.0    432.9     1.782    3.840      0.00
      0.0    0.9   57.9     42.0 0.154      29.4 0.87    12.00     0.116    1.623 
Transfer:   3.00
    406.2    6.5   58.4    4.863  20.1  -0.04e-3 28.9    269.6     0.527    1.760      0.00
    731.9    4.0   56.4    189.0 0.147     161.7 4.94    12.00     0.116    1.668 
Critical:   5.34
    392.1    6.5   58.4    5.545  20.1  -0.08e-3 28.7    249.8     0.488    1.760      0.00
   1396.2    4.5   56.1    189.0 0.142     165.9 5.09    12.00     0.116    1.720 
0.1L    :  11.63
    354.7    6.5   58.4    7.357  20.1  -0.09e-3 28.7    208.2     0.411    0.827      0.00
   3141.3    6.0   55.4    189.0 0.130     165.9 5.15    12.00     0.116    1.534 
0.2L    :  23.27
    289.0    6.5   55.5    8.680  20.1  -0.02e-3 28.9    152.3     0.320    0.496      0.00
   5644.4    6.0   52.5    189.0 0.110     148.7 4.87    24.00     0.116    1.260 
0.3L    :  34.90
    224.7    6.5   57.4    8.680  20.1   0.73e-3 31.5    131.4     0.296    0.413      0.00
   7325.7    6.0   54.4    189.0 0.081      98.2 3.11    24.00     0.116    1.208 
0.4L    :  46.53
    161.9    6.5   58.3    8.680   0.0   1.22e-3 33.3     99.4     0.236    0.413      0.00
   8217.3    6.0   55.4    189.0 0.063      80.5 2.50    24.00     0.116    1.416 
0.5L    :  58.17
    100.6    6.5   58.3    8.680   0.0   1.09e-3 32.8     27.0     0.116    0.413      0.00
   8351.7    6.0   55.4    189.0 0.039      84.8 2.64    24.00     0.116    2.344 
0.6L    :  69.80
    161.9    6.5   58.3    8.680   0.0   1.22e-3 33.3     99.4     0.236    0.413      0.00
   8217.3    6.0   55.4    189.0 0.063      80.5 2.50    24.00     0.116    1.416 
0.7L    :  81.43
    224.7    6.5   57.4    8.680  20.1   0.73e-3 31.5    131.4     0.296    0.413      0.00
   7325.7    6.0   54.4    189.0 0.081      98.2 3.11    24.00     0.116    1.208 
0.8L    :  93.07
    289.0    6.5   55.5    8.680  20.1  -0.02e-3 28.9    152.3     0.320    0.496      0.00
   5644.4    6.0   52.5    189.0 0.110     148.7 4.87    24.00     0.116    1.260 
0.9L    : 104.70
    354.7    6.5   58.4    7.357  20.1  -0.09e-3 28.7    208.2     0.411    0.827      0.00
   3141.3    6.0   55.4    189.0 0.130     165.9 5.15    12.00     0.116    1.534 
Critical: 110.99
    392.1    6.5   58.4    5.545  20.1  -0.08e-3 28.7    249.8     0.488    1.760      0.00
   1396.2    4.5   56.1    189.0 0.142     165.9 5.09    12.00     0.116    1.720 
Transfer: 113.33
    406.2    6.5   58.4    4.863  20.1  -0.04e-3 28.9    269.6     0.527    1.760      0.00
    731.9    4.0   56.4    189.0 0.147     161.7 4.94    12.00     0.116    1.668 
Bearing : 115.67
    420.1    6.5   58.4    1.081   4.5   6.00e-3 50.0    432.9     1.782    3.840      0.00
      0.0    0.9   57.9     42.0 0.154      29.4 0.87    12.00     0.116    1.623 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1701.45
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    3.40
 
 
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
    420.1      8.06     58.37    0.90       57.92    24.00      0.300      1.937      0.000      3.840 
Transfer:      2.33
    406.2      8.01     58.37    3.99       56.37    24.00      0.300      1.919      0.000      1.760 
Critical:      4.68
    392.2      7.77     58.37    4.53       56.10    24.00      0.300      1.840      0.000      1.760 
0.1L    :     10.97
    354.7      7.12     58.37    5.97       55.38    24.00      0.300      1.622      0.000      0.827 
0.2L    :     22.60
    289.0      6.11     55.52    5.99       52.53    24.00      0.300      1.288      0.000      0.496 
0.3L    :     34.23
    224.7      4.59     57.41    6.00       54.41    24.00      0.300      0.780      0.000      0.413 
0.4L    :     45.87
    161.9      3.25     58.35    6.00       55.35    24.00      0.300      0.334      0.000      0.413 
0.5L    :     57.50
    100.6      2.02     58.35    6.00       55.35    24.00      0.300      0.000      0.000      0.413 
0.6L    :     69.13
    161.9      3.25     58.35    6.00       55.35    24.00      0.300      0.334      0.000      0.413 
0.7L    :     80.77
    224.7      4.59     57.41    6.00       54.41    24.00      0.300      0.780      0.000      0.413 
0.8L    :     92.40
    289.0      6.11     55.52    5.99       52.53    24.00      0.300      1.288      0.000      0.496 
0.9L    :    104.03
    354.7      7.12     58.37    5.97       55.38    24.00      0.300      1.622      0.000      0.827 
Critical:    110.32
    392.2      7.77     58.37    4.53       56.10    24.00      0.300      1.840      0.000      1.760 
Transfer:    112.67
    406.2      8.01     58.37    3.99       56.37    24.00      0.300      1.919      0.000      1.760 
Bearing :    115.00
    420.1      8.06     58.37    0.90       57.92    24.00      0.300      1.937      0.000      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.97 ft
Prestress      :       1.767  1.80      3.180  2.20      3.887
Self Wt.       :      -0.665  1.85     -1.231  2.40     -1.597
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          :       1.101            1.949            2.290
 
At 0.2 x L = 22.60 ft
Prestress      :       3.164  1.80      5.696  2.20      6.961
Self Wt.       :      -1.249  1.85     -2.310  2.40     -2.997
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          :       1.915            3.385            3.964
 
At 0.3 x L = 34.23 ft
Prestress      :       4.159  1.80      7.486  2.20      9.149
Self Wt.       :      -1.695  1.85     -3.135  2.40     -4.067
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          :       2.464            4.351            5.082
 
At 0.4 x L = 45.87 ft
Prestress      :       4.760  1.80      8.567  2.20     10.471
Self Wt.       :      -1.975  1.85     -3.654  2.40     -4.740
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          :       2.784            4.913            5.731
 
At 0.5 x L = 57.50 ft
Prestress      :       4.970  1.80      8.947  2.20     10.935
Self Wt.       :      -2.074  1.85     -3.837  2.40     -4.978
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          :       2.896            5.110            5.957
 
At 0.6 x L = 69.13 ft
Prestress      :       4.760  1.80      8.567  2.20     10.471
Self Wt.       :      -1.975  1.85     -3.654  2.40     -4.740
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          :       2.784            4.913            5.731
 
At 0.7 x L = 80.77 ft
Prestress      :       4.159  1.80      7.486  2.20      9.149
Self Wt.       :      -1.695  1.85     -3.135  2.40     -4.067
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          :       2.464            4.351            5.082
 
At 0.8 x L = 92.40 ft
Prestress      :       3.164  1.80      5.696  2.20      6.961
Self Wt.       :      -1.249  1.85     -2.310  2.40     -2.997
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          :       1.915            3.385            3.964
 
At 0.9 x L = 104.03 ft
Prestress      :       1.767  1.80      3.180  2.20      3.887
Self Wt.       :      -0.665  1.85     -1.231  2.40     -1.597
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          :       1.101            1.949            2.290
 

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
   736.6    52.2  5.721  263.2    4.7   3.99   6304.1  0.036T 1.00       -       -     -     -  
H/2     :   2.59
   816.8    52.3  5.809  263.1    4.8   4.05   6400.8  0.035T 1.00       -       -     -     -  
0.1L    :  10.97
  3189.3    53.6  8.656  260.1    7.0   5.97   9503.3  0.023T 1.00       -       -     -     -  
0.2L    :  22.60
  5815.4    55.5  8.680  260.4    7.0   5.99   9894.0  0.023T 1.00    770.8   770.8   12.84    -  
0.3L    :  34.23
  7662.0    57.4  8.680  260.7    7.1   6.00  10260.5  0.023T 1.00    509.1   509.1   20.15    -  
0.4L    :  45.87
  8767.7    58.3  8.680  260.9    7.1   6.00  10443.8  0.023T 1.00    353.6   353.6   29.53    -  
0.5L    :  57.50
  9110.5    58.3  8.680  260.9    7.1   6.00  10443.8  0.023T 1.00    295.2   295.2   35.38    -  
0.6L    :  69.13
  8767.7    58.3  8.680  260.9    7.1   6.00  10443.8  0.023T 1.00    353.6   353.6   29.53    -  
0.7L    :  80.77
  7662.0    57.4  8.680  260.7    7.1   6.00  10260.5  0.023T 1.00    509.1   509.1   20.15    -  
0.8L    :  92.40
  5815.4    55.5  8.680  260.4    7.0   5.99   9894.0  0.023T 1.00    770.8   770.8   12.84    -  
0.9L    : 104.03
  3189.3    53.6  8.656  260.1    7.0   5.97   9503.3  0.023T 1.00   1162.4  1162.4    8.18    -  
H/2     : 112.41
   816.8    52.3  5.809  263.1    4.8   4.05   6400.8  0.035T 1.00       -       -     -     -  
Transfer: 112.67
   736.6    52.2  5.721  263.2    4.7   3.99   6304.1  0.036T 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 1-20; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.080
        M   2.00 Fb     0.130
 
  2   2 E  50.00 Ft     0.387
        M   6.00 Fb     0.080
 
  3   2 E  48.00 Ft     0.677
        M   4.00 Fb     0.043
 
  4   2 E  46.00 Ft     0.949
        M   2.00 Fb     0.021
 
  5   2 E   6.00 Ft     0.901
        M   6.00 Fb     0.253
 
  6   2 E   6.00 Ft     0.853
        M   6.00 Fb     0.484
 
  7   2 E   6.00 Ft     0.805
        M   6.00 Fb     0.716
 
  8   2 E   6.00 Ft     0.757
        M   6.00 Fb     0.948
 
  9   2 E   6.00 Ft     0.709
        M   6.00 Fb     1.180
 
 10   2 E   4.00 Ft     0.643
        M   4.00 Fb     1.426
 
 11   2 E   4.00 Ft     0.578
        M   4.00 Fb     1.671
 
 12   2 E   4.00 Ft     0.512
        M   4.00 Fb     1.917
 
 13   2 E   4.00 Ft     0.447
        M   4.00 Fb     2.163
 
 14   2 E   4.00 Ft     0.381
        M   4.00 Fb     2.408
 
 15   2 E   4.00 Ft     0.316
        M   4.00 Fb     2.654
 
 16   2 E   2.00 Ft     0.233
        M   2.00 Fb     2.913
 
 17   2 E   2.00 Ft     0.150
        M   2.00 Fb     3.173
 
 18   2 E   2.00 Ft     0.067
        M   2.00 Fb     3.433
 
 19   2 E   2.00 Ft    -0.016
        M   2.00 Fb     3.692
 
 20   2 E   2.00 Ft    -0.099
        M   2.00 Fb     3.952
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 116.33            Release Length, ft: 116.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  40
No. of strands, Draped:   6           No. of strands, Straight:  34
Concrete Strength, f'ci:   7.0  ksi        f'c:   8.0 ksi  f'ct   4.0 ksi
Initial losses:  8.41 %               Final losses: 12.76 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.550       3.952     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.099       Trans
      Precast Top w/ reinf. (tension)      -0.635           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 10443.78     9110.48     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.216     Midspan
    Pre.Top:   4.800  -0.000     Bearing    3.600   2.748     Midspan
    Pre.Bot:   4.800  -0.000     Bearing    3.600   3.306    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.537  -0.000     Bearing
    Pre.Bot:  -0.537  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.200   1.715     Midspan
    Pre.Bot:                                                             3.200   1.564    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  57.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.970  1.80      8.947  2.20     10.935
Self Wt.       :      -2.074  1.85     -3.837  2.40     -4.978
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          :       2.896            5.110            5.957
 
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  115.00
     DC  Line       0.076      0.00       0.076  115.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    57.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 116.333 ft
Release length = 116.333 ft
Design  length = 115.000 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)  : 0.703   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.924   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.018   (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           1363.5 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           671193 in4#
Ht. of c.g.           =        24.64 in             39.81 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 = 0.7955

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    10.97    22.60    34.23    45.87    57.50
 
Precast: (At Release, using Ec =  5131.5 ksi )
  Area    , in2    757.6    788.3    788.3    788.3    788.3    788.3    788.3    788.3
  Yb      ,  in    24.47    23.91    23.90    23.84    23.74    23.65    23.60    23.60
  MI(Ixx) , in4   287622   293892   293939   295503   297905   300575   302010   302010
Composite: (At Final, using Ec =  5362.7 ksi )
  Area    , in2   1371.8   1400.9   1400.9   1400.9   1400.9   1400.9   1400.9   1400.9
  Yb      ,  in    39.63    39.01    39.01    38.97    38.92    38.87    38.85    38.85
  MI(Ixx) , in4   678350   703547   703638   706657   711075   715751   718187   718187

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.00  ksi   
  Elasticity         =     5131.5 ksi   
  Max comp           =       4.55 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.63 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.00 ksi           4.00 ksi
  Elasticity         =    5362.70 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.80 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.60 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           =       3.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.54 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  40 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 40.72 ft from member end )
END PATTERN (Ycg = 10.50 in):
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in     2 @ 46.000 in
     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.90 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    8.68 in2      Initial Pull          =     1701.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.609 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.511 ft
Holddown Force        =  22.891 kips     Beam Shrtng (PL/AE)   =      0.587 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)       
--------------------------------------------------------------------------------------
      4655.309         740 3444.928     22.405 90740.172  1352.978     736.380        
 
 
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      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     13.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      13.1670     20.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.1670     32.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      32.6670     83.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      83.6663     96.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      96.1663    103.1663    Yes
      2      US#5[M16]       60.00        0.62       9.00     103.1667    110.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     110.6663    113.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00     113.6663    114.0833    Yes
      2      US#6[M19]       60.00        0.88       3.00     114.0833    114.8333    Yes
      2      US#6[M19]       60.00        0.88       2.75     114.8333    116.2083    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 116.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 8.6800 in2       Ycg =  3.90 in
         P_init    =     1701.5 kips  Ecc = 20.74 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5132 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.49 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.969 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.33 ksi    0.00 ksi
    due to Composite Loads                                 -2.36 ksi    0.00 ksi
    due to Live Loads                                      -6.83 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                         7.50 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        14.20 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.49 ksi  ( 8.41 %)             8.58 ksi ( 4.38 %)
Total Prestress Losses                                    25.07 ksi (12.79 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   102.5   113.7   445.0   814.4  1078.3  1236.7  1289.4
(Max)       V      44.9    43.0    42.8    36.3    27.2    18.1     9.1     0.0
DL-Prec.  : M       0.0    14.7    16.3    63.6   116.5   154.2   176.9   184.4
DC(Max)     V       6.4     6.2     6.1     5.2     3.9     2.6     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   105.8   117.3   459.1   840.3  1112.6  1276.0  1330.5
Haunch (Max)V      46.3    44.4    44.2    37.5    28.1    18.7     9.4     0.0
Diaphragm : M       0.0     0.3     0.3     1.4     2.8     4.3     5.7     7.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    38.9    43.1   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.3    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.5    23.8    93.2   170.5   225.8   258.9   270.0
DW(Max)     V       9.4     9.0     9.0     7.6     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   226.9   251.7   980.1  1779.2  2330.9  2659.5  2751.1
            V     127.0   123.4   123.0   110.1    92.8    75.5    51.3     9.4
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   127.0   123.4   123.0   110.2    94.1    78.7    64.1    50.2
            M       0.0   224.0   248.2   949.5  1670.5  2116.9  2309.3  2268.3
Total     : M+      0.0   510.6   566.2  2211.2  4032.9  5315.3  6083.1  6322.0
            V     251.1   242.5   241.5   210.6   168.2   125.8    76.5     9.5
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   251.1   242.5   241.5   210.6   169.4   129.0    89.3    50.3
            M       0.0   507.6   562.8  2180.6  3924.1  5101.3  5732.8  5839.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.41  112.67  115.00
Self wt.  : M    1236.7  1078.3   814.4   445.0   113.7   102.5     0.0
(Max)       V       9.1    18.1    27.2    36.3    42.8    43.0    44.9
DL-Prec.  : M     176.9   154.2   116.5    63.6    16.3    14.7     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.2     6.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1276.0  1112.6   840.3   459.1   117.3   105.8     0.0
Haunch (Max)V       9.4    18.7    28.1    37.5    44.2    44.4    46.3
Diaphragm : M       5.7     4.3     2.8     1.4     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     469.3   409.2   309.1   168.9    43.1    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.3    16.3    17.0
DL-Comp   : M     258.9   225.8   170.5    93.2    23.8    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     9.0     9.0     9.4
LL + I    : M+   2659.5  2330.9  1779.2   980.1   251.7   226.9     0.0
            V      51.3    75.5    92.8   110.1   123.0   123.4   127.0
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    64.1    78.7    94.1   110.2   123.0   123.4   127.0
            M    2309.3  2116.9  1670.5   949.5   248.2   224.0    -0.0
Total     : M+   6083.0  5315.3  4032.9  2211.2   566.2   510.6     0.0
            V      76.5   125.8   168.2   210.6   241.5   242.5   251.1
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    89.3   129.0   169.4   210.6   241.5   242.5   251.1
            M    5732.8  5101.3  3924.1  2180.6   562.8   507.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               44.9             44.9
Deck+Haunch            46.3             46.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.4              6.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           85.1             85.1
DL-Comp.(DW)           47.0             47.0
Live                  103.0            103.0
        Truck          66.2             66.2
        Lane           36.8             36.8
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, 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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   102.5   113.7   445.0   814.4  1078.3  1236.7  1289.4
(Max)       V      44.9    43.0    42.8    36.3    27.2    18.1     9.1     0.0
DL-Prec.  : M       0.0    14.7    16.3    63.6   116.5   154.2   176.9   184.4
DC(Max)     V       6.4     6.2     6.1     5.2     3.9     2.6     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   105.8   117.3   459.1   840.3  1112.6  1276.0  1330.5
Haunch (Max)V      46.3    44.4    44.2    37.5    28.1    18.7     9.4     0.0
Diaphragm : M       0.0     0.3     0.3     1.4     2.8     4.3     5.7     7.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    38.9    43.1   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.3    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.5    23.8    93.2   170.5   225.8   258.9   270.0
DW(Max)     V       9.4     9.0     9.0     7.6     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   181.6   201.3   784.0  1423.4  1864.7  2127.6  2200.9
            V     101.6    98.8    98.4    88.1    74.3    60.4    41.0     7.5
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   101.6    98.8    98.4    88.1    75.2    62.9    51.3    40.2
            M       0.0   179.2   198.6   759.6  1336.4  1693.5  1847.5  1814.6
Total     : M+      0.0   465.2   515.9  2015.1  3677.0  4849.2  5551.1  5771.7
            V     225.7   217.8   216.9   188.6   149.6   110.7    66.2     7.6
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   225.7   217.8   216.9   188.6   150.6   113.2    76.5    40.3
            M       0.0   462.8   513.1  1990.7  3590.0  4678.0  5271.0  5385.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.41  112.67  115.00
Self wt.  : M    1236.7  1078.3   814.4   445.0   113.7   102.5     0.0
(Max)       V       9.1    18.1    27.2    36.3    42.8    43.0    44.9
DL-Prec.  : M     176.9   154.2   116.5    63.6    16.3    14.7     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.2     6.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1276.0  1112.6   840.3   459.1   117.3   105.8     0.0
Haunch (Max)V       9.4    18.7    28.1    37.5    44.2    44.4    46.3
Diaphragm : M       5.7     4.3     2.8     1.4     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     469.3   409.2   309.1   168.9    43.1    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.3    16.3    17.0
DL-Comp   : M     258.9   225.8   170.5    93.2    23.8    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     9.0     9.0     9.4
LL + I    : M+   2127.6  1864.7  1423.4   784.0   201.3   181.6     0.0
            V      41.0    60.4    74.3    88.1    98.4    98.8   101.6
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    51.3    62.9    75.2    88.1    98.4    98.8   101.6
            M    1847.5  1693.5  1336.4   759.6   198.6   179.2    -0.0
Total     : M+   5551.1  4849.2  3677.0  2015.1   515.9   465.2     0.0
            V      66.2   110.7   149.6   188.6   216.9   217.8   225.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    76.5   113.2   150.6   188.6   216.9   217.8   225.7
            M    5271.0  4678.0  3590.0  1990.7   513.1   462.8    -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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   128.2   142.1   556.2  1018.0  1347.9  1545.8  1611.8
(Max)       V      56.1    53.8    53.5    45.4    34.0    22.7    11.3     0.0
Self wt.  : M       0.0    92.3   102.3   400.5   733.0   970.5  1113.0  1160.5
(Min)       V      40.4    38.7    38.5    32.7    24.5    16.3     8.2     0.0
DL-Prec.  : M       0.0    18.3    20.3    79.6   145.6   192.8   221.1   230.6
DC(Max)     V       8.0     7.7     7.7     6.5     4.9     3.2     1.6     0.0
DL-Prec.  : M       0.0    13.2    14.6    57.3   104.8   138.8   159.2   166.0
DC(Min)     V       5.8     5.5     5.5     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   132.2   146.7   573.9  1050.4  1390.8  1595.0  1663.1
Haunch (Max)V      57.8    55.5    55.2    46.8    35.1    23.4    11.7     0.0
Deck +    : M       0.0    95.2   105.6   413.2   756.3  1001.4  1148.4  1197.4
Haunch (Min)V      41.6    40.0    39.8    33.7    25.3    16.9     8.4     0.0
Diaphragm : M       0.0     0.4     0.4     1.7     3.5     5.3     7.2     9.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.2     2.5     3.9     5.2     6.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    48.6    53.9   211.1   386.3   511.5   586.6   611.7
DC(Max)     V      21.3    20.4    20.3    17.2    12.9     8.6     4.3     0.0
DL-Comp   : M       0.0    35.0    38.8   152.0   278.2   368.3   422.4   440.4
DC(Min)     V      15.3    14.7    14.6    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    32.2    35.7   139.7   255.8   338.7   388.4   405.0
DW(Max)     V      14.1    13.5    13.5    11.4     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    14.0    15.5    60.6   110.8   146.8   168.3   175.5
DW(Min)     V       6.1     5.9     5.8     4.9     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   397.2   440.4  1715.1  3113.7  4079.0  4654.2  4814.4
            V     222.3   216.0   215.3   192.7   162.4   132.1    89.7    16.4
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   222.3   216.0   215.3   192.8   164.6   137.7   112.1    87.8
            M       0.0   391.9   434.4  1661.6  2923.3  3704.6  4041.3  3969.5
Total     : M+      0.0   757.1   839.6  3277.3  5973.4  7866.1  8998.3  9345.5
            V     379.8   367.1   365.7   320.2   258.0   195.9   121.7    16.6
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   379.8   367.1   365.7   320.2   260.2   201.5   144.1    88.0
            M       0.0   751.9   833.5  3223.8  5783.0  7491.6  8385.4  8500.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.41  112.67  115.00
Self wt.  : M    1545.8  1347.9  1018.0   556.2   142.1   128.2     0.0
(Max)       V      11.3    22.7    34.0    45.4    53.5    53.8    56.1
Self wt.  : M    1113.0   970.5   733.0   400.5   102.3    92.3     0.0
(Min)       V       8.2    16.3    24.5    32.7    38.5    38.7    40.4
DL-Prec.  : M     221.1   192.8   145.6    79.6    20.3    18.3     0.0
DC(Max)     V       1.6     3.2     4.9     6.5     7.7     7.7     8.0
DL-Prec.  : M     159.2   138.8   104.8    57.3    14.6    13.2     0.0
DC(Min)     V       1.2     2.3     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1595.0  1390.8  1050.4   573.9   146.7   132.2     0.0
Haunch (Max)V      11.7    23.4    35.1    46.8    55.2    55.5    57.8
Deck +    : M    1148.4  1001.4   756.3   413.2   105.6    95.2     0.0
Haunch (Min)V       8.4    16.9    25.3    33.7    39.8    40.0    41.6
Diaphragm : M       7.2     5.3     3.5     1.7     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       5.2     3.9     2.5     1.2     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     586.6   511.5   386.3   211.1    53.9    48.6     0.0
DC(Max)     V       4.3     8.6    12.9    17.2    20.3    20.4    21.3
DL-Comp   : M     422.4   368.3   278.2   152.0    38.8    35.0     0.0
DC(Min)     V       3.1     6.2     9.3    12.4    14.6    14.7    15.3
DL-Comp   : M     388.4   338.7   255.8   139.7    35.7    32.2     0.0
DW(Max)     V       2.8     5.7     8.5    11.4    13.5    13.5    14.1
DL-Comp   : M     168.3   146.8   110.8    60.6    15.5    14.0     0.0
DW(Min)     V       1.2     2.5     3.7     4.9     5.8     5.9     6.1
LL + I    : M+   4654.2  4079.0  3113.7  1715.1   440.4   397.2     0.0
            V      89.7   132.1   162.4   192.7   215.3   216.0   222.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.1   137.7   164.6   192.8   215.3   216.0   222.3
            M    4041.3  3704.6  2923.3  1661.6   434.4   391.9    -0.0
Total     : M+   8998.3  7866.1  5973.4  3277.3   839.6   757.1     0.0
            V     121.7   195.9   258.0   320.2   365.7   367.1   379.8
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   144.1   201.5   260.2   320.2   365.7   367.1   379.8
            M    8385.4  7491.6  5783.0  3223.8   833.5   751.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               56.1             56.1
Deck+Haunch            57.8             57.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            8.0              8.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          106.4            106.4
DL-Comp.(DW)           70.4             70.4
Live                  180.2            180.2
        Truck         115.8            115.8
        Lane           64.4             64.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, 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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   102.5   113.7   445.0   814.4  1078.3  1236.7  1289.4
(Max)       V      44.9    43.0    42.8    36.3    27.2    18.1     9.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    14.7    16.3    63.6   116.5   154.2   176.9   184.4
DC(Max)     V       6.4     6.2     6.1     5.2     3.9     2.6     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   105.8   117.3   459.1   840.3  1112.6  1276.0  1330.5
Haunch (Max)V      46.3    44.4    44.2    37.5    28.1    18.7     9.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.4     2.8     4.3     5.7     7.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    38.9    43.1   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.3    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    21.5    23.8    93.2   170.5   225.8   258.9   270.0
DW(Max)     V       9.4     9.0     9.0     7.6     5.7     3.8     1.9     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   220.7   244.6   942.7  1680.8  2194.6  2467.1  2469.9
            V     124.1   121.0   120.6   109.4    94.6    71.8    57.0    23.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   124.1   121.0   120.6   109.4    94.6    79.9    65.1    50.4
            M       0.0   220.7   244.6   942.7  1680.8  2149.1  2347.8  2276.7
Total     : M+      0.0   504.3   559.2  2173.8  3934.5  5179.1  5890.6  6040.7
            V     248.2   240.0   239.1   209.8   170.0   122.0    82.2    23.4
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   248.2   240.0   239.1   209.8   170.0   130.2    90.3    50.5
            M       0.0   504.3   559.2  2173.8  3934.5  5133.6  5771.3  5847.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.41  112.67  115.00
Self wt.  : M    1236.7  1078.3   814.4   445.0   113.7   102.5     0.0
(Max)       V       9.1    18.1    27.2    36.3    42.8    43.0    44.9
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     176.9   154.2   116.5    63.6    16.3    14.7     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.2     6.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1276.0  1112.6   840.3   459.1   117.3   105.8     0.0
Haunch (Max)V       9.4    18.7    28.1    37.5    44.2    44.4    46.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.7     4.3     2.8     1.4     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     469.3   409.2   309.1   168.9    43.1    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.3    16.3    17.0
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     258.9   225.8   170.5    93.2    23.8    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     9.0     9.0     9.4
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+   2467.1  2194.6  1680.8   942.7   244.6   220.7     0.0
            V      57.0    71.8    94.6   109.4   120.6   121.0   124.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    65.1    79.9    94.6   109.4   120.6   121.0   124.1
            M    2347.8  2149.1  1680.8   942.7   244.6   220.7     0.0
Total     : M+   5890.6  5179.1  3934.5  2173.8   559.2   504.3     0.0
            V      82.2   122.0   170.0   209.8   239.1   240.0   248.2
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    90.3   130.2   170.0   209.8   239.1   240.0   248.2
            M    5771.3  5133.6  3934.5  2173.8   559.2   504.3     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.63   23.27   34.90   46.53   58.17   40.72
 
Beam-Self
Precast-top    0.163   0.582   1.029   1.343   1.530   1.594   1.452 
Bottom        -0.129  -0.460  -0.808  -1.046  -1.188  -1.237  -1.129 
 
Prestress
Precast-top   -0.262  -0.485  -0.782  -1.073  -1.216  -1.216  -1.216 
Bottom         4.081   4.247   4.465   4.675   4.778   4.778   4.778 
 
Total
Precast-top   -0.099   0.096   0.247   0.271   0.314   0.378   0.236 
Bottom         3.952   3.788   3.658   3.629   3.590   3.540   3.648 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.30 %)
             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   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.021   0.082   0.150   0.198   0.227   0.236 
Precast-top   -0.042   0.060   0.086   0.828   1.599   2.067   2.374   2.522 
Bottom         0.835   3.321   3.298   2.614   1.905   1.469   1.190   1.061 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.63   23.27   34.90   46.53   58.17   40.72
 
Beam-Self
Precast-top    0.163   0.582   1.029   1.343   1.530   1.594   1.452 
Bottom        -0.129  -0.460  -0.808  -1.046  -1.188  -1.237  -1.129 
 
Prestress
Precast-top   -0.262  -0.485  -0.782  -1.073  -1.216  -1.216  -1.216 
Bottom         4.081   4.247   4.465   4.675   4.778   4.778   4.778 
 
Total
Precast-top   -0.099   0.096   0.247   0.271   0.314   0.378   0.236 
Bottom         3.952   3.788   3.658   3.629   3.590   3.540   3.648 
 
As_top  , in2  0.000   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   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.30 %)
             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   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   10.97   22.60   34.23   45.87   57.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.079   0.088   0.338   0.601   0.783   0.881   0.886 
Precast-top   -0.021   0.086   0.105   0.655   1.227   1.590   1.812   1.886 
Bottom         0.418   1.514   1.486   0.683  -0.152  -0.696  -1.006  -1.073 
 

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
    379.8    6.5   58.4    1.086   4.5   6.00e-3 50.0    388.2     1.599    3.840      0.00
      0.0    1.0   57.9     42.0 0.139      29.3 0.87    12.00     0.116    1.793 
Transfer:   3.00
    367.1    6.5   58.4    4.885  20.1  -0.06e-3 28.8    223.9     0.439    1.760      0.00
    751.9    4.5   56.1    189.0 0.133     163.9 5.03    12.00     0.116    1.837 
Critical:   5.32
    354.4    6.5   58.4    5.562  20.1  -0.10e-3 28.6    205.4     0.402    1.760      0.00
   1426.7    5.2   55.8    189.0 0.129     168.3 5.19    12.00     0.116    1.893 
0.1L    :  11.63
    320.2    6.5   58.4    7.378  20.1  -0.10e-3 28.6    169.8     0.337    0.827      0.00
   3223.8    6.8   55.0    189.0 0.117     165.9 5.19    24.00     0.116    1.692 
0.2L    :  23.27
    260.2    6.5   55.5    8.680  20.1  -0.02e-3 28.9    121.7     0.258    0.496      0.00
   5783.0    6.8   52.1    189.0 0.099     147.4 4.86    24.00     0.116    1.388 
0.3L    :  34.90
    201.5    6.5   57.4    8.680  20.1   0.83e-3 31.9    111.0     0.256    0.413      0.00
   7491.6    6.8   54.0    189.0 0.073      92.8 2.96    24.00     0.116    1.305 
0.4L    :  46.53
    144.1    6.5   58.3    8.680   0.0   1.35e-3 33.7     84.0     0.204    0.413      0.00
   8385.4    6.8   55.0    189.0 0.056      76.1 2.38    24.00     0.116    1.537 
0.5L    :  58.17
     88.0    6.5   58.3    8.680   0.0   1.23e-3 33.3     18.0     0.116    0.413      0.00
   8500.6    6.8   55.0    189.0 0.034      79.8 2.50    24.00     0.116    2.584 
0.6L    :  69.80
    144.1    6.5   58.3    8.680   0.0   1.35e-3 33.7     84.0     0.204    0.413      0.00
   8385.4    6.8   55.0    189.0 0.056      76.1 2.38    24.00     0.116    1.537 
0.7L    :  81.43
    201.5    6.5   57.4    8.680  20.1   0.83e-3 31.9    111.0     0.256    0.413      0.00
   7491.6    6.8   54.0    189.0 0.073      92.8 2.96    24.00     0.116    1.305 
0.8L    :  93.07
    260.2    6.5   55.5    8.680  20.1  -0.02e-3 28.9    121.7     0.258    0.496      0.00
   5783.0    6.8   52.1    189.0 0.099     147.4 4.86    24.00     0.116    1.388 
0.9L    : 104.70
    320.2    6.5   58.4    7.378  20.1  -0.10e-3 28.6    169.8     0.337    0.827      0.00
   3223.8    6.8   55.0    189.0 0.117     165.9 5.19    24.00     0.116    1.692 
Critical: 111.02
    354.4    6.5   58.4    5.562  20.1  -0.10e-3 28.6    205.4     0.402    1.760      0.00
   1426.7    5.2   55.8    189.0 0.129     168.3 5.19    12.00     0.116    1.893 
Transfer: 113.33
    367.1    6.5   58.4    4.885  20.1  -0.06e-3 28.8    223.9     0.439    1.760      0.00
    751.9    4.5   56.1    189.0 0.133     163.9 5.03    12.00     0.116    1.837 
Bearing : 115.67
    379.8    6.5   58.4    1.086   4.5   6.00e-3 50.0    388.2     1.599    3.840      0.00
      0.0    1.0   57.9     42.0 0.139      29.3 0.87    12.00     0.116    1.793 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1701.45
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    3.40
 
 
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
    379.8      7.29     58.37    1.03       57.85    24.00      0.300      1.681      0.000      3.840 
Transfer:      2.33
    367.1      7.27     58.37    4.55       56.09    24.00      0.300      1.674      0.000      1.760 
Critical:      4.65
    354.5      7.06     58.37    5.15       55.79    24.00      0.300      1.604      0.000      1.760 
0.1L    :     10.97
    320.2      6.47     58.37    6.78       54.98    24.00      0.300      1.407      0.000      0.827 
0.2L    :     22.60
    260.2      5.55     55.52    6.79       52.13    24.00      0.300      1.099      0.000      0.496 
0.3L    :     34.23
    201.5      4.15     57.41    6.79       54.01    24.00      0.300      0.632      0.000      0.413 
0.4L    :     45.87
    144.1      2.91     58.35    6.80       54.95    24.00      0.300      0.221      0.000      0.413 
0.5L    :     57.50
     88.0      1.78     58.35    6.80       54.95    24.00      0.300      0.000      0.000      0.413 
0.6L    :     69.13
    144.1      2.91     58.35    6.80       54.95    24.00      0.300      0.221      0.000      0.413 
0.7L    :     80.77
    201.5      4.15     57.41    6.79       54.01    24.00      0.300      0.632      0.000      0.413 
0.8L    :     92.40
    260.2      5.55     55.52    6.79       52.13    24.00      0.300      1.099      0.000      0.496 
0.9L    :    104.03
    320.2      6.47     58.37    6.78       54.98    24.00      0.300      1.407      0.000      0.827 
Critical:    110.35
    354.5      7.06     58.37    5.15       55.79    24.00      0.300      1.604      0.000      1.760 
Transfer:    112.67
    367.1      7.27     58.37    4.55       56.09    24.00      0.300      1.674      0.000      1.760 
Bearing :    115.00
    379.8      7.29     58.37    1.03       57.85    24.00      0.300      1.681      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 = 10.97 ft
Prestress      :       1.767  1.80      3.180  2.20      3.887
Self Wt.       :      -0.665  1.85     -1.231  2.40     -1.597
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          :       1.101            1.949            2.290
 
At 0.2 x L = 22.60 ft
Prestress      :       3.164  1.80      5.696  2.20      6.961
Self Wt.       :      -1.249  1.85     -2.310  2.40     -2.997
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          :       1.915            3.385            3.964
 
At 0.3 x L = 34.23 ft
Prestress      :       4.159  1.80      7.486  2.20      9.149
Self Wt.       :      -1.695  1.85     -3.135  2.40     -4.067
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          :       2.464            4.351            5.082
 
At 0.4 x L = 45.87 ft
Prestress      :       4.760  1.80      8.567  2.20     10.471
Self Wt.       :      -1.975  1.85     -3.654  2.40     -4.740
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          :       2.784            4.913            5.731
 
At 0.5 x L = 57.50 ft
Prestress      :       4.970  1.80      8.947  2.20     10.935
Self Wt.       :      -2.074  1.85     -3.837  2.40     -4.978
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          :       2.896            5.110            5.957
 
At 0.6 x L = 69.13 ft
Prestress      :       4.760  1.80      8.567  2.20     10.471
Self Wt.       :      -1.975  1.85     -3.654  2.40     -4.740
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          :       2.784            4.913            5.731
 
At 0.7 x L = 80.77 ft
Prestress      :       4.159  1.80      7.486  2.20      9.149
Self Wt.       :      -1.695  1.85     -3.135  2.40     -4.067
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          :       2.464            4.351            5.082
 
At 0.8 x L = 92.40 ft
Prestress      :       3.164  1.80      5.696  2.20      6.961
Self Wt.       :      -1.249  1.85     -2.310  2.40     -2.997
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          :       1.915            3.385            3.964
 
At 0.9 x L = 104.03 ft
Prestress      :       1.767  1.80      3.180  2.20      3.887
Self Wt.       :      -0.665  1.85     -1.231  2.40     -1.597
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          :       1.101            1.949            2.290
 

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
   757.1    52.2  5.747  262.3    5.3   4.55   6275.8  0.031T 1.00       -       -     -     -  
H/2     :   2.59
   839.6    52.3  5.836  262.1    5.4   4.62   6371.0  0.030T 1.00       -       -     -     -  
0.1L    :  10.97
  3277.3    53.6  8.680  258.8    8.0   6.78   9405.1  0.020T 1.00       -       -     -     -  
0.2L    :  22.60
  5973.4    55.5  8.680  259.1    8.0   6.79   9770.9  0.020T 1.00    844.6   844.6   11.57    -  
0.3L    :  34.23
  7866.1    57.4  8.680  259.5    8.0   6.79  10137.0  0.020T 1.00    612.6   612.6   16.55    -  
0.4L    :  45.87
  8998.3    58.3  8.680  259.6    8.0   6.80  10320.0  0.020T 1.00    474.8   474.8   21.74    -  
0.5L    :  57.50
  9345.5    58.3  8.680  259.6    8.0   6.80  10320.0  0.020T 1.00    423.1   423.1   24.39    -  
0.6L    :  69.13
  8998.3    58.3  8.680  259.6    8.0   6.80  10320.0  0.020T 1.00    474.8   474.8   21.74    -  
0.7L    :  80.77
  7866.1    57.4  8.680  259.5    8.0   6.79  10137.0  0.020T 1.00    612.6   612.6   16.55    -  
0.8L    :  92.40
  5973.4    55.5  8.680  259.1    8.0   6.79   9770.9  0.020T 1.00    844.6   844.6   11.57    -  
0.9L    : 104.03
  3277.3    53.6  8.680  258.8    8.0   6.78   9405.1  0.020T 1.00   1192.8  1192.8    7.88    -  
H/2     : 112.41
   839.6    52.3  5.836  262.1    5.4   4.62   6371.0  0.030T 1.00       -       -     -     -  
Transfer: 112.67
   757.1    52.2  5.747  262.3    5.3   4.55   6275.8  0.031T 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 1-20; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.080
        M   2.00 Fb     0.130
 
  2   2 E  50.00 Ft     0.387
        M   6.00 Fb     0.080
 
  3   2 E  48.00 Ft     0.677
        M   4.00 Fb     0.043
 
  4   2 E  46.00 Ft     0.949
        M   2.00 Fb     0.021
 
  5   2 E   6.00 Ft     0.901
        M   6.00 Fb     0.253
 
  6   2 E   6.00 Ft     0.853
        M   6.00 Fb     0.484
 
  7   2 E   6.00 Ft     0.805
        M   6.00 Fb     0.716
 
  8   2 E   6.00 Ft     0.757
        M   6.00 Fb     0.948
 
  9   2 E   6.00 Ft     0.709
        M   6.00 Fb     1.180
 
 10   2 E   4.00 Ft     0.643
        M   4.00 Fb     1.426
 
 11   2 E   4.00 Ft     0.578
        M   4.00 Fb     1.671
 
 12   2 E   4.00 Ft     0.512
        M   4.00 Fb     1.917
 
 13   2 E   4.00 Ft     0.447
        M   4.00 Fb     2.163
 
 14   2 E   4.00 Ft     0.381
        M   4.00 Fb     2.408
 
 15   2 E   4.00 Ft     0.316
        M   4.00 Fb     2.654
 
 16   2 E   2.00 Ft     0.233
        M   2.00 Fb     2.913
 
 17   2 E   2.00 Ft     0.150
        M   2.00 Fb     3.173
 
 18   2 E   2.00 Ft     0.067
        M   2.00 Fb     3.433
 
 19   2 E   2.00 Ft    -0.016
        M   2.00 Fb     3.692
 
 20   2 E   2.00 Ft    -0.099
        M   2.00 Fb     3.952
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 116.33            Release Length, ft: 116.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  40
No. of strands, Draped:   6           No. of strands, Straight:  34
Concrete Strength, f'ci:   7.0  ksi        f'c:   8.0 ksi  f'ct   4.0 ksi
Initial losses:  8.41 %               Final losses: 12.79 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.550       3.952     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.099       Trans
      Precast Top w/ reinf. (tension)      -0.635           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 10320.01     9345.50     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.236     Midspan
    Pre.Top:   4.800  -0.000     Bearing    3.600   2.522     Midspan
    Pre.Bot:   4.800  -0.000     Bearing    3.600   3.321    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.537  -0.000     Bearing
    Pre.Bot:  -0.537  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.200   1.886     Midspan
    Pre.Bot:                                                             3.200   1.514    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  57.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.970  1.80      8.947  2.20     10.935
Self Wt.       :      -2.074  1.85     -3.837  2.40     -4.978
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          :       2.896            5.110            5.957
 
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

