 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTD125 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 125 feet, girder spacing is 9.25 feet, and deck overhang width is 3 
                     feet and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) Two steel diaphragms of 0.5 kips on either side of beam centerline.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) The hold-down location is at 0.35*(beam length)
                     (9) The beam lifting and supporting points are both assumed are 5.375 feet and 14 feet from 
                     the girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 7.5 ksi and 8.5 ksi, 
                     respectively.
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_f0e9.tmp\BTD125-0_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 =   3418802.00
 
SPAN DATA
---------
Precast length    , ft =    126.333
Bearing-to-bearing, ft =    125.000
Release span      , ft =    126.333
 
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      =      8.500           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5471.070        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      7.500 
Eci ,ksi      =   5249.690
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.35L
     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  125.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052  125.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076  125.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  125.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087  125.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  125.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087  125.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  125.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087  125.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  125.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076  125.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   42.500
   1    1        0.250   82.500
   1    2        0.500   42.500
   1    2        0.500   82.500
   1    3        0.500   42.500
   1    3        0.500   82.500
   1    4        0.500   42.500
   1    4        0.500   82.500
   1    5        0.250   42.500
   1    5        0.250   82.500
 
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  125.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  125.00   Right Barrier Weight
   1    DW Area        0.020   40.83          -       -    Future Wearing Surface
 
TEMPERATURE LOADS
-----------------
 
LIVE LOADS
----------
Live load deflection: included.
ID: Design Lane (Type: Design Lane)
ID: Design Tandem (Type: Design Tandem)
ID: Design Truck (Type: Design Truck)
 
Pedestrian Load - NONE
 

ANALYSIS DATA:
--------------
ANALYSIS PARAMETERS DATA
------------------------
 
  Truck impact:       1.330 
  Lane  impact:       1.000 
  Strength II impact: 1.330 
  Fatigue impact:     1.150 
 
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
 
  Include sacrificial deck thick in ts:                     NO   
  Is Span Post-tensioned:                                   NO   
  Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO   
  ADTT (Average Daily Truck Traffic)    :                   5000 
  Percent of the specified force effect :                   1.00 
  Apply reduction of Moment for skew:                       NO   
 
NOTE: Beam specific dead and live load DFs are printed in beam level reports.
 
LOAD FACTORS: (Table 3.4.1-1 & 3.4.1-2)
---------------------------------------
 
               Live DC(max) DC(min) DW(max) DW(min) 
----------------------------------------------------
  Service I:   1.00    1.00    1.00    1.00    1.00 
  Service III: 0.80    1.00    1.00    1.00    1.00 
  Strength I:  1.75    1.25    0.90    1.50    0.65 
  Fatigue I:   1.75    -       -       -       -    
 
 
----------
 
  Ductility Factor:  1.00 
  Redundancy Factor: 1.00 
  Importance Factor: 1.00 
 
----------------------------------------------------------------------------------------------------


PROJECT PARAMETERS DATA:
------------------------
SPAN TO DEPTH RATIO (Table 2.5.2.6.3-1):
----------------------------------------
 
  Span Computed Allowable Status 
---------------------------------
     1   0.041*     0.045 NG     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              7.50 ksi 
  Elasticity          5249.7 ksi 
  Max comp              4.88 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.66 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      8.50 ksi    4.00 ksi 
  Elasticity 5471.07 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    5.10 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.82 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.40 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.55 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    7.50        8.50      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    7.50        8.50      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    7.50        8.50      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    7.50        8.50      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    7.50        8.50      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 48 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 44.22 ft from member end )
 
END PATTERN (Ycg = 12.92 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
  2 @ 42.000 in  2 @ 44.000 in  2 @ 46.000 in  2 @ 48.000 in 
  2 @ 50.000 in                                              
 
MID PATTERN (Ycg = 4.58 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   2.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.7500   3.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   3.1670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  17.6670  25.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  25.6670  33.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  33.1670  93.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  93.1663 100.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 100.6663 108.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 108.6663 120.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 120.6663 123.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 123.1663 123.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.00 123.5833 124.8333 Yes       
       2 US#6[M19]  60.0  0.88    2.75 124.8333 126.2083 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 126.3330       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:
 48 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 44.22 ft from member end )
 
END PATTERN (Ycg = 12.92 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
  2 @ 42.000 in  2 @ 44.000 in  2 @ 46.000 in  2 @ 48.000 in 
  2 @ 50.000 in                                              
 
MID PATTERN (Ycg = 4.58 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   2.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.7500   3.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   3.1670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  17.6670  25.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  25.6670  33.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  33.1670  93.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  93.1663 100.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 100.6663 108.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 108.6663 120.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 120.6663 123.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 123.1663 123.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.00 123.5833 124.8333 Yes       
       2 US#6[M19]  60.0  0.88    2.75 124.8333 126.2083 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 126.3330       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:
 48 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 44.22 ft from member end )
 
END PATTERN (Ycg = 12.92 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
  2 @ 42.000 in  2 @ 44.000 in  2 @ 46.000 in  2 @ 48.000 in 
  2 @ 50.000 in                                              
 
MID PATTERN (Ycg = 4.58 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   2.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.7500   3.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   3.1670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  17.6670  25.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  25.6670  33.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  33.1670  93.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  93.1663 100.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 100.6663 108.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 108.6663 120.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 120.6663 123.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 123.1663 123.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.00 123.5833 124.8333 Yes       
       2 US#6[M19]  60.0  0.88    2.75 124.8333 126.2083 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 126.3330       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:
 48 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 44.22 ft from member end )
 
END PATTERN (Ycg = 12.92 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
  2 @ 42.000 in  2 @ 44.000 in  2 @ 46.000 in  2 @ 48.000 in 
  2 @ 50.000 in                                              
 
MID PATTERN (Ycg = 4.58 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   2.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.7500   3.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   3.1670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  17.6670  25.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  25.6670  33.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  33.1670  93.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  93.1663 100.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 100.6663 108.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 108.6663 120.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 120.6663 123.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 123.1663 123.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.00 123.5833 124.8333 Yes       
       2 US#6[M19]  60.0  0.88    2.75 124.8333 126.2083 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 126.3330       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:
 48 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 44.22 ft from member end )
 
END PATTERN (Ycg = 12.92 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
  2 @ 42.000 in  2 @ 44.000 in  2 @ 46.000 in  2 @ 48.000 in 
  2 @ 50.000 in                                              
 
MID PATTERN (Ycg = 4.58 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   2.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.7500   3.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   3.1670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  17.6670  25.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  25.6670  33.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  33.1670  93.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  93.1663 100.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 100.6663 108.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 108.6663 120.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 120.6663 123.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 123.1663 123.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.00 123.5833 124.8333 Yes       
       2 US#6[M19]  60.0  0.88    2.75 124.8333 126.2083 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 126.3330       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  125.00
     DC  Line       0.052      0.00       0.052  125.00
     DC  Line       0.076      0.00       0.076  125.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    42.50 
      0.25    82.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 126.333 ft
Release length = 126.333 ft
Design  length = 125.000 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)  : 0.689   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.928   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.022   (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           1351.3 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           666935 in4#
Ht. of c.g.           =        24.64 in             39.64 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 = 0.7798

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59    11.97    24.60    37.23    49.87    62.50
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    759.1    794.9    794.9    794.9    794.9    794.9    794.9    794.9
  Yb      ,  in    24.48    23.93    23.92    23.82    23.68    23.55    23.48    23.48
  MI(Ixx) , in4   287280   292422   292475   294504   297669   301327   303340   303340
Composite: (At Final, using Ec =  5471.1 ksi )
  Area    , in2   1361.0   1395.1   1395.1   1395.1   1395.1   1395.1   1395.1   1395.1
  Yb      ,  in    39.45    38.78    38.78    38.73    38.65    38.58    38.54    38.54
  MI(Ixx) , in4   673908   698559   698673   702907   709033   715641   719126   719126

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.50 ksi           4.00 ksi
  Elasticity         =    5471.07 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.10 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.83 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.55 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  48 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 44.22 ft from member end )
END PATTERN (Ycg = 12.92 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in
     2 @ 42.000 in     2 @ 44.000 in     2 @ 46.000 in     2 @ 48.000 in
     2 @ 50.000 in
 
MID PATTERN (Ycg = 4.58 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in

 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =   10.42 in2      Initial Pull          =     2041.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.448 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.310 ft
Holddown Force        =  31.976 kips     Beam Shrtng (PL/AE)   =      0.742 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)       
--------------------------------------------------------------------------------------
      6066.507         740 4489.215     24.331 98540.188  1527.664     799.680        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      1.5000    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.5000      2.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.7500      3.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      17.6670     25.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      25.6670     33.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      33.1670     93.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      93.1663    100.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00     100.6663    108.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00     108.6663    120.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     120.6663    123.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00     123.1663    123.5833    Yes
      2      US#6[M19]       60.00        0.88       3.00     123.5833    124.8333    Yes
      2      US#6[M19]       60.00        0.88       2.75     124.8333    126.2083    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 126.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 10.4160 in2       Ycg =  4.58 in
         P_init    =     2041.7 kips  Ecc = 20.06 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.28 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.367 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.41 ksi    0.00 ksi
    due to Composite Loads                                 -2.65 ksi    0.00 ksi
    due to Live Loads                                      -7.31 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        16.04 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.28 ksi  ( 9.33 %)             8.13 ksi ( 4.15 %)
Total Prestress Losses                                    26.42 ksi (13.48 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   111.6   123.8   527.5   963.2  1274.5  1461.2  1523.4
(Max)       V      48.8    46.9    46.7    39.4    29.6    19.7     9.9     0.0
DL-Prec.  : M       0.0    23.4    26.0   110.6   202.0   267.3   306.4   319.5
DC(Max)     V      10.2     9.8     9.8     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   115.2   127.8   544.3   993.9  1315.0  1507.7  1571.9
Haunch (Max)V      50.3    48.4    48.2    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.6     3.0     6.2     9.3    10.6    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    42.4    47.0   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.7    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    23.4    25.9   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.8     8.3     6.2     4.1     2.1     0.0
LL + I    : M+      0.0   234.4   260.0  1103.0  1999.3  2620.4  2990.8  3096.2
            V     131.5   128.0   127.6   113.8    95.8    77.7    52.5     9.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   131.5   128.0   127.7   113.9    97.2    81.2    66.1    51.9
            M      -0.0   231.3   256.4  1066.9  1870.8  2367.6  2581.5  2536.6
Total     : M+      0.0   551.0   611.1  2599.1  4731.8  6236.9  7137.1  7418.8
            V     269.7   261.1   260.2   225.7   179.7   133.8    80.4     9.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   269.7   261.1   260.2   225.7   181.1   137.3    94.0    51.9
            M      -0.0   547.9   607.6  2563.0  4603.3  5984.2  6727.9  6859.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.41  122.67  125.00
Self wt.  : M    1461.2  1274.5   963.2   527.5   123.8   111.6     0.0
(Max)       V       9.9    19.7    29.6    39.4    46.7    46.9    48.8
DL-Prec.  : M     306.4   267.3   202.0   110.6    26.0    23.4     0.0
DC(Max)     V       2.1     4.1     6.2     8.3     9.8     9.8    10.2
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    1507.7  1315.0   993.9   544.3   127.8   115.2     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    48.2    48.4    50.3
Diaphragm : M      10.6     9.3     6.2     3.0     0.6     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     554.5   483.6   365.5   200.2    47.0    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.7    17.8    18.5
DL-Comp   : M     306.0   266.9   201.7   110.5    25.9    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.8     9.8    10.2
LL + I    : M+   2990.8  2620.4  1999.3  1103.0   260.0   234.4     0.0
            V      52.5    77.7    95.8   113.8   127.6   128.0   131.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    66.1    81.2    97.2   113.9   127.7   128.0   131.5
            M    2581.5  2367.6  1870.8  1066.9   256.4   231.3     0.0
Total     : M+   7137.1  6236.9  4731.8  2599.1   611.1   551.0     0.0
            V      80.4   133.8   179.7   225.7   260.2   261.1   269.7
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    94.0   137.3   181.1   225.7   260.2   261.1   269.7
            M    6727.9  5984.2  4603.3  2563.0   607.6   547.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               48.8             48.8
Deck+Haunch            50.3             50.3
Diaphragm               0.3              0.3
DL-Prec.(DC)           10.2             10.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           51.0             51.0
Live                  106.6            106.6
        Truck          66.6             66.6
        Lane           40.0             40.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   111.6   123.8   527.5   963.2  1274.5  1461.2  1523.4
(Max)       V      48.8    46.9    46.7    39.4    29.6    19.7     9.9     0.0
DL-Prec.  : M       0.0    23.4    26.0   110.6   202.0   267.3   306.4   319.5
DC(Max)     V      10.2     9.8     9.8     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   115.2   127.8   544.3   993.9  1315.0  1507.7  1571.9
Haunch (Max)V      50.3    48.4    48.2    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.6     3.0     6.2     9.3    10.6    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    42.4    47.0   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.7    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    23.4    25.9   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.8     8.3     6.2     4.1     2.1     0.0
LL + I    : M+      0.0   187.6   208.0   882.4  1599.5  2096.3  2392.6  2477.0
            V     105.2   102.4   102.1    91.1    76.6    62.2    42.0     7.3
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   105.2   102.4   102.1    91.1    77.7    65.0    52.9    41.5
            M      -0.0   185.1   205.2   853.5  1496.7  1894.1  2065.2  2029.3
Total     : M+      0.0   504.1   559.1  2378.5  4332.0  5712.9  6539.0  6799.6
            V     243.4   235.5   234.6   202.9   160.6   118.2    69.9     7.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   243.4   235.5   234.6   202.9   161.7   121.0    80.8    41.5
            M      -0.0   501.6   556.3  2349.6  4229.2  5510.6  6211.6  6351.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.41  122.67  125.00
Self wt.  : M    1461.2  1274.5   963.2   527.5   123.8   111.6     0.0
(Max)       V       9.9    19.7    29.6    39.4    46.7    46.9    48.8
DL-Prec.  : M     306.4   267.3   202.0   110.6    26.0    23.4     0.0
DC(Max)     V       2.1     4.1     6.2     8.3     9.8     9.8    10.2
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    1507.7  1315.0   993.9   544.3   127.8   115.2     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    48.2    48.4    50.3
Diaphragm : M      10.6     9.3     6.2     3.0     0.6     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     554.5   483.6   365.5   200.2    47.0    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.7    17.8    18.5
DL-Comp   : M     306.0   266.9   201.7   110.5    25.9    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.8     9.8    10.2
LL + I    : M+   2392.6  2096.3  1599.5   882.4   208.0   187.6     0.0
            V      42.0    62.2    76.6    91.1   102.1   102.4   105.2
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    52.9    65.0    77.7    91.1   102.1   102.4   105.2
            M    2065.2  1894.1  1496.7   853.5   205.2   185.1     0.0
Total     : M+   6539.0  5712.9  4332.0  2378.5   559.1   504.1     0.0
            V      69.9   118.2   160.6   202.9   234.6   235.5   243.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    80.8   121.0   161.7   202.9   234.6   235.5   243.4
            M    6211.6  5510.6  4229.2  2349.6   556.3   501.6     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   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   139.5   154.8   659.4  1204.0  1593.1  1826.5  1904.3
(Max)       V      60.9    58.7    58.4    49.3    37.0    24.6    12.3     0.0
Self wt.  : M       0.0   100.5   111.4   474.8   866.9  1147.0  1315.1  1371.1
(Min)       V      43.9    42.2    42.1    35.5    26.6    17.7     8.9     0.0
DL-Prec.  : M       0.0    29.3    32.5   138.3   252.5   334.1   383.0   399.3
DC(Max)     V      12.8    12.3    12.2    10.3     7.7     5.2     2.6     0.0
DL-Prec.  : M       0.0    21.1    23.4    99.6   181.8   240.5   275.8   287.5
DC(Min)     V       9.2     8.9     8.8     7.4     5.6     3.7     1.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   144.0   159.7   680.4  1242.4  1643.8  1884.6  1964.9
Haunch (Max)V      62.9    60.5    60.3    50.8    38.1    25.4    12.7     0.0
Deck +    : M       0.0   103.7   115.0   489.9   894.5  1183.5  1356.9  1414.7
Haunch (Min)V      45.3    43.6    43.4    36.6    27.5    18.3     9.2     0.0
Diaphragm : M       0.0     0.7     0.8     3.7     7.7    11.6    13.3    13.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
Diaphragm : M       0.0     0.5     0.6     2.7     5.5     8.4     9.6     9.6
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    53.0    58.7   250.2   456.9   604.6   693.1   722.7
DC(Max)     V      23.1    22.3    22.2    18.7    14.0     9.3     4.7     0.0
DL-Comp   : M       0.0    38.1    42.3   180.2   329.0   435.3   499.1   520.3
DC(Min)     V      16.7    16.0    16.0    13.5    10.1     6.7     3.4     0.0
DL-Comp   : M       0.0    35.1    38.9   165.7   302.5   400.3   458.9   478.5
DW(Max)     V      15.3    14.7    14.7    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    15.2    16.9    71.8   131.1   173.5   198.9   207.3
DW(Min)     V       6.6     6.4     6.4     5.4     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   410.3   455.1  1930.2  3498.8  4585.7  5233.8  5418.4
            V     230.1   224.1   223.4   199.2   167.6   136.0    91.8    15.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   230.1   224.1   223.4   199.3   170.0   142.2   115.7    90.7
            M      -0.0   404.8   448.8  1867.0  3274.0  4143.4  4517.6  4439.1
Total     : M+      0.0   811.8   900.4  3827.9  6964.9  9173.1 10493.3 10901.4
            V     405.4   392.9   391.5   341.1   274.1   207.1   127.2    15.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   405.4   392.9   391.5   341.2   276.5   213.3   151.1    90.7
            M      -0.0   806.3   894.2  3764.7  6740.0  8730.7  9777.0  9922.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.41  122.67  125.00
Self wt.  : M    1826.5  1593.1  1204.0   659.4   154.8   139.5     0.0
(Max)       V      12.3    24.6    37.0    49.3    58.4    58.7    60.9
Self wt.  : M    1315.1  1147.0   866.9   474.8   111.4   100.5     0.0
(Min)       V       8.9    17.7    26.6    35.5    42.1    42.2    43.9
DL-Prec.  : M     383.0   334.1   252.5   138.3    32.5    29.3     0.0
DC(Max)     V       2.6     5.2     7.7    10.3    12.2    12.3    12.8
DL-Prec.  : M     275.8   240.5   181.8    99.6    23.4    21.1     0.0
DC(Min)     V       1.9     3.7     5.6     7.4     8.8     8.9     9.2
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    1884.6  1643.8  1242.4   680.4   159.7   144.0     0.0
Haunch (Max)V      12.7    25.4    38.1    50.8    60.3    60.5    62.9
Deck +    : M    1356.9  1183.5   894.5   489.9   115.0   103.7     0.0
Haunch (Min)V       9.2    18.3    27.5    36.6    43.4    43.6    45.3
Diaphragm : M      13.3    11.6     7.7     3.7     0.8     0.7     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.6     8.4     5.5     2.7     0.6     0.5     0.0
(Min)       V       0.0     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     693.1   604.6   456.9   250.2    58.7    53.0     0.0
DC(Max)     V       4.7     9.3    14.0    18.7    22.2    22.3    23.1
DL-Comp   : M     499.1   435.3   329.0   180.2    42.3    38.1     0.0
DC(Min)     V       3.4     6.7    10.1    13.5    16.0    16.0    16.7
DL-Comp   : M     458.9   400.3   302.5   165.7    38.9    35.1     0.0
DW(Max)     V       3.1     6.2     9.3    12.4    14.7    14.7    15.3
DL-Comp   : M     198.9   173.5   131.1    71.8    16.9    15.2     0.0
DW(Min)     V       1.3     2.7     4.0     5.4     6.4     6.4     6.6
LL + I    : M+   5233.8  4585.7  3498.8  1930.2   455.1   410.3     0.0
            V      91.8   136.0   167.6   199.2   223.4   224.1   230.1
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   115.7   142.2   170.0   199.3   223.4   224.1   230.1
            M    4517.6  4143.4  3274.0  1867.0   448.8   404.8     0.0
Total     : M+  10493.3  9173.1  6964.9  3827.9   900.4   811.8     0.0
            V     127.2   207.1   274.1   341.1   391.5   392.9   405.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   151.1   213.3   276.5   341.2   391.5   392.9   405.4
            M    9777.0  8730.7  6740.0  3764.7   894.2   806.3     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               60.9             60.9
Deck+Haunch            62.9             62.9
Diaphragm               0.3              0.3
DL-Prec.(DC)           12.8             12.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          115.6            115.6
DL-Comp.(DW)           76.6             76.6
Live                  186.6            186.6
        Truck         116.6            116.6
        Lane           70.0             70.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   111.6   123.8   527.5   963.2  1274.5  1461.2  1523.4
(Max)       V      48.8    46.9    46.7    39.4    29.6    19.7     9.9     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    23.4    26.0   110.6   202.0   267.3   306.4   319.5
DC(Max)     V      10.2     9.8     9.8     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   115.2   127.8   544.3   993.9  1315.0  1507.7  1571.9
Haunch (Max)V      50.3    48.4    48.2    40.7    30.5    20.3    10.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     3.0     6.2     9.3    10.6    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    42.4    47.0   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.7    15.0    11.2     7.5     3.7     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    23.4    25.9   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.8     8.3     6.2     4.1     2.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   224.6   249.1  1046.3  1865.7  2437.8  2745.2  2759.7
            V     126.5   123.6   123.3   111.7    96.9    73.3    58.5    22.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   126.5   123.6   123.3   111.7    96.9    82.1    67.3    52.5
            M       0.0   224.6   249.1  1046.3  1865.7  2392.2  2625.8  2566.5
Total     : M+      0.0   541.2   600.2  2542.4  4598.2  6054.4  6891.6  7082.2
            V     264.8   256.7   255.8   223.5   180.8   129.3    86.3    22.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   264.8   256.7   255.8   223.5   180.8   138.1    95.2    52.5
            M       0.0   541.2   600.2  2542.4  4598.2  6008.7  6772.2  6889.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.41  122.67  125.00
Self wt.  : M    1461.2  1274.5   963.2   527.5   123.8   111.6     0.0
(Max)       V       9.9    19.7    29.6    39.4    46.7    46.9    48.8
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     306.4   267.3   202.0   110.6    26.0    23.4     0.0
DC(Max)     V       2.1     4.1     6.2     8.3     9.8     9.8    10.2
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    1507.7  1315.0   993.9   544.3   127.8   115.2     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    48.2    48.4    50.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      10.6     9.3     6.2     3.0     0.6     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     554.5   483.6   365.5   200.2    47.0    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.7    17.8    18.5
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     306.0   266.9   201.7   110.5    25.9    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.8     9.8    10.2
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+   2745.2  2437.8  1865.7  1046.3   249.1   224.6     0.0
            V      58.5    73.3    96.9   111.7   123.3   123.6   126.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    67.3    82.1    96.9   111.7   123.3   123.6   126.5
            M    2625.8  2392.2  1865.7  1046.3   249.1   224.6     0.0
Total     : M+   6891.6  6054.4  4598.2  2542.4   600.2   541.2     0.0
            V      86.3   129.3   180.8   223.5   255.8   256.7   264.8
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    95.2   138.1   180.8   223.5   255.8   256.7   264.8
            M    6772.2  6008.7  4598.2  2542.4   600.2   541.2     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   12.63   25.27   37.90   50.53   63.17   44.22
 
Beam-Self
Precast-top    0.178   0.689   1.217   1.585   1.804   1.879   1.713 
Bottom        -0.142  -0.544  -0.951  -1.226  -1.387  -1.445  -1.321 
 
Prestress
Precast-top    0.138  -0.211  -0.661  -1.099  -1.313  -1.313  -1.313 
Bottom         4.502   4.763   5.091   5.404   5.554   5.554   5.554 
 
Total
Precast-top    0.316   0.478   0.557   0.487   0.491   0.566   0.399 
Bottom         4.361   4.219   4.140   4.178   4.166   4.109   4.233 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.01 %)
             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   11.97   24.60   37.23   49.87   62.50
 
Prestress
Precast-top    0.046   0.120   0.112  -0.184  -0.575  -0.956  -1.142  -1.142
Bottom         0.913   3.917   3.923   4.143   4.429   4.701   4.831   4.831
 
Self wt.
Precast-top   -0.000   0.138   0.153   0.649   1.177   1.546   1.764   1.840
Bottom        -0.000  -0.110  -0.122  -0.512  -0.920  -1.195  -1.357  -1.415
 
DL-Prec (DC)
Precast-top   -0.000   0.029   0.032   0.136   0.247   0.324   0.370   0.386
Bottom        -0.000  -0.023  -0.025  -0.107  -0.193  -0.251  -0.285  -0.297
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.004   0.008   0.011   0.013   0.013
Bottom        -0.000  -0.001  -0.001  -0.003  -0.006  -0.009  -0.010  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.142   0.158   0.669   1.215   1.595   1.821   1.898
Bottom        -0.000  -0.113  -0.125  -0.528  -0.949  -1.233  -1.400  -1.460
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.015   0.063   0.114   0.150   0.171   0.178
Precast-top   -0.000   0.011   0.012   0.052   0.095   0.125   0.143   0.149
Bottom        -0.000  -0.028  -0.031  -0.132  -0.239  -0.313  -0.357  -0.372
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.035   0.063   0.083   0.094   0.098
Precast-top   -0.000   0.006   0.007   0.029   0.052   0.069   0.079   0.082
Bottom        -0.000  -0.016  -0.017  -0.073  -0.132  -0.173  -0.197  -0.205
 
LL+I(+)
Topping-top   -0.000   0.074   0.082   0.345   0.623   0.811   0.923   0.955
Precast-top   -0.000   0.061   0.068   0.288   0.519   0.678   0.772   0.799
Bottom        -0.000  -0.156  -0.173  -0.729  -1.308  -1.695  -1.923  -1.991
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.094   0.105   0.443   0.799   1.043   1.188   1.232 
Precast-top    0.046   0.508   0.542   1.643   2.738   3.392   3.819   4.024 
Bottom         0.913   3.470   3.428   2.058   0.683  -0.167  -0.697  -0.918 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.021   0.023   0.097   0.177   0.232   0.265   0.277 
Precast-top    0.046   0.447   0.474   1.355   2.219   2.714   3.047   3.225 
Bottom         0.913   3.627   3.601   2.787   1.990   1.528   1.226   1.073 
 

 
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   12.63   25.27   37.90   50.53   63.17   44.22
 
Beam-Self
Precast-top    0.178   0.689   1.217   1.585   1.804   1.879   1.713 
Bottom        -0.142  -0.544  -0.951  -1.226  -1.387  -1.445  -1.321 
 
Prestress
Precast-top    0.138  -0.211  -0.661  -1.099  -1.313  -1.313  -1.313 
Bottom         4.502   4.763   5.091   5.404   5.554   5.554   5.554 
 
Total
Precast-top    0.316   0.478   0.557   0.487   0.491   0.566   0.399 
Bottom         4.361   4.219   4.140   4.178   4.166   4.109   4.233 
 
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 = 13.01 %)
             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   11.97   24.60   37.23   49.87   62.50
 
Prestress
Precast-top    0.046   0.120   0.112  -0.184  -0.575  -0.956  -1.142  -1.142
Bottom         0.913   3.917   3.923   4.143   4.429   4.701   4.831   4.831
 
Self wt.
Precast-top   -0.000   0.138   0.153   0.649   1.177   1.546   1.764   1.840
Bottom        -0.000  -0.110  -0.122  -0.512  -0.920  -1.195  -1.357  -1.415
 
DL-Prec (DC)
Precast-top   -0.000   0.029   0.032   0.136   0.247   0.324   0.370   0.386
Bottom        -0.000  -0.023  -0.025  -0.107  -0.193  -0.251  -0.285  -0.297
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.004   0.008   0.011   0.013   0.013
Bottom        -0.000  -0.001  -0.001  -0.003  -0.006  -0.009  -0.010  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.142   0.158   0.669   1.215   1.595   1.821   1.898
Bottom        -0.000  -0.113  -0.125  -0.528  -0.949  -1.233  -1.400  -1.460
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.015   0.063   0.114   0.150   0.171   0.178
Precast-top   -0.000   0.011   0.012   0.052   0.095   0.125   0.143   0.149
Bottom        -0.000  -0.028  -0.031  -0.132  -0.239  -0.313  -0.357  -0.372
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.035   0.063   0.083   0.094   0.098
Precast-top   -0.000   0.006   0.007   0.029   0.052   0.069   0.079   0.082
Bottom        -0.000  -0.016  -0.017  -0.073  -0.132  -0.173  -0.197  -0.205
 
LL+I(+)
Topping-top   -0.000   0.059   0.065   0.276   0.498   0.649   0.738   0.764
Precast-top   -0.000   0.049   0.054   0.230   0.415   0.542   0.617   0.639
Bottom        -0.000  -0.125  -0.139  -0.583  -1.046  -1.356  -1.539  -1.593
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.080   0.088   0.374   0.675   0.881   1.004   1.041 
Precast-top    0.046   0.496   0.528   1.585   2.634   3.256   3.665   3.864 
Bottom         0.913   3.502   3.463   2.204   0.944   0.172  -0.312  -0.520 
 

 
 
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   11.97   24.60   37.23   49.87   62.50
F_LL+I(+)
Topping-top   -0.000   0.071   0.078   0.328   0.581   0.755   0.847   0.851
Precast-top   -0.000   0.059   0.065   0.273   0.485   0.630   0.708   0.712
Bottom        -0.000  -0.150  -0.166  -0.692  -1.220  -1.577  -1.765  -1.775
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.081   0.090   0.376   0.669   0.871   0.980   0.990 
Precast-top    0.023   0.282   0.302   0.950   1.594   1.988   2.232   2.325 
Bottom         0.457   1.664   1.635   0.702  -0.225  -0.813  -1.152  -1.238 
 

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
    405.4    6.5   58.0    1.217   6.2   6.00e-3 50.0    414.2     1.720    3.840      0.00
      0.0    1.2   57.4     42.0 0.140      30.0 0.87    12.00     0.120    1.774 
Transfer:   3.00
    392.9    6.5   58.0    5.479  27.8  -0.08e-3 28.7    239.6     0.475    2.112      0.00
    806.3    5.4   55.3    189.0 0.134     169.1 5.10    12.00     0.120    1.814 
Critical:   5.25
    380.7    6.5   58.0    6.223  27.8  -0.12e-3 28.6    221.3     0.439    1.760      0.00
   1510.7    6.2   55.0    189.0 0.130     173.9 5.28    12.00     0.120    1.860 
0.1L    :  12.63
    341.2    6.5   56.7    8.680  27.8  -0.12e-3 28.6    185.8     0.386    0.827      0.00
   3764.7    8.5   52.5    189.0 0.121     165.5 5.27    24.00     0.120    1.560 
0.2L    :  25.27
    276.5    6.5   54.1   10.416  27.8  -0.02e-3 28.9    133.6     0.296    0.620      0.00
   6740.0    8.6   49.8    189.0 0.102     145.8 4.89    24.00     0.120    1.475 
0.3L    :  37.90
    213.3    6.5   56.5   10.416  27.8   0.76e-3 31.7    113.6     0.268    0.413      0.00
   8730.7    8.6   52.2    189.0 0.073      95.6 3.06    24.00     0.120    1.259 
0.4L    :  50.53
    151.1    6.5   57.7   10.416   0.0   1.29e-3 33.5     89.9     0.223    0.413      0.00
   9777.0    8.7   53.3    189.0 0.057      78.0 2.44    24.00     0.120    1.456 
0.5L    :  63.17
     90.7    6.5   57.7   10.416   0.0   1.19e-3 33.2     19.9     0.120    0.413      0.00
   9922.1    8.7   53.3    189.0 0.034      80.9 2.53    24.00     0.120    2.475 
0.6L    :  75.80
    151.1    6.5   57.7   10.416   0.0   1.29e-3 33.5     89.9     0.223    0.413      0.00
   9777.0    8.7   53.3    189.0 0.057      78.0 2.44    24.00     0.120    1.456 
0.7L    :  88.43
    213.3    6.5   56.5   10.416  27.8   0.76e-3 31.7    113.6     0.268    0.413      0.00
   8730.7    8.6   52.2    189.0 0.073      95.6 3.06    24.00     0.120    1.259 
0.8L    : 101.07
    276.5    6.5   54.1   10.416  27.8  -0.02e-3 28.9    133.6     0.296    0.620      0.00
   6740.0    8.6   49.8    189.0 0.102     145.8 4.89    24.00     0.120    1.475 
0.9L    : 113.70
    341.2    6.5   56.7    8.680  27.8  -0.12e-3 28.6    185.8     0.386    0.827      0.00
   3764.7    8.5   52.5    189.0 0.121     165.5 5.27    24.00     0.120    1.560 
Critical: 121.09
    380.7    6.5   58.0    6.223  27.8  -0.12e-3 28.6    221.3     0.439    1.760      0.00
   1510.7    6.2   55.0    189.0 0.130     173.9 5.28    12.00     0.120    1.860 
Transfer: 123.33
    392.9    6.5   58.0    5.479  27.8  -0.08e-3 28.7    239.6     0.475    2.112      0.00
    806.3    5.4   55.3    189.0 0.134     169.1 5.10    12.00     0.120    1.814 
Bearing : 125.67
    405.4    6.5   58.0    1.217   6.2   6.00e-3 50.0    414.2     1.720    3.840      0.00
      0.0    1.2   57.4     42.0 0.140      30.0 0.87    12.00     0.120    1.774 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 2041.74
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    4.08
 
 
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
    405.4      7.85     58.04    1.24       57.42    24.00      0.300      1.865      0.000      3.840 
Transfer:      2.33
    392.9      7.89     58.04    5.43       55.32    24.00      0.300      1.880      0.000      2.112 
Critical:      4.58
    380.8      7.70     58.04    6.16       54.96    24.00      0.300      1.817      0.000      1.760 
0.1L    :     11.97
    341.2      7.23     56.72    8.53       52.46    24.00      0.300      1.659      0.000      0.827 
0.2L    :     24.60
    276.5      6.17     54.10    8.58       49.80    24.00      0.300      1.306      0.000      0.620 
0.3L    :     37.23
    213.3      4.54     56.48    8.63       52.16    24.00      0.300      0.764      0.000      0.413 
0.4L    :     49.87
    151.1      3.15     57.67    8.65       53.34    24.00      0.300      0.299      0.000      0.413 
0.5L    :     62.50
     90.7      1.89     57.67    8.65       53.34    24.00      0.300      0.000      0.000      0.413 
0.6L    :     75.13
    151.1      3.15     57.67    8.65       53.34    24.00      0.300      0.299      0.000      0.413 
0.7L    :     87.77
    213.3      4.54     56.48    8.63       52.16    24.00      0.300      0.764      0.000      0.413 
0.8L    :    100.40
    276.5      6.17     54.10    8.58       49.80    24.00      0.300      1.306      0.000      0.620 
0.9L    :    113.03
    341.2      7.23     56.72    8.53       52.46    24.00      0.300      1.659      0.000      0.827 
Critical:    120.42
    380.8      7.70     58.04    6.16       54.96    24.00      0.300      1.817      0.000      1.760 
Transfer:    122.67
    392.9      7.89     58.04    5.43       55.32    24.00      0.300      1.880      0.000      2.112 
Bearing :    125.00
    405.4      7.85     58.04    1.24       57.42    24.00      0.300      1.865      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 = 11.97 ft
Prestress      :       2.289  1.80      4.120  2.20      5.036
Self Wt.       :      -0.908  1.85     -1.679  2.40     -2.178
Deck + Haunch  :                       -0.826  2.30     -1.900
DL-Prec. (DC)  :                       -0.168  3.00     -0.504
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.127  3.00     -0.382
DL-Comp. (DW)  :                       -0.070  3.00     -0.211
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 24.60 ft
Prestress      :       4.104  1.80      7.388  2.20      9.030
Self Wt.       :      -1.699  1.85     -3.143  2.40     -4.078
Deck + Haunch  :                       -1.590  2.30     -3.657
DL-Prec. (DC)  :                       -0.323  3.00     -0.970
Diaphragm      :                       -0.011  3.00     -0.032
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.246  3.00     -0.737
DL-Comp. (DW)  :                       -0.135  3.00     -0.406
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 37.23 ft
Prestress      :       5.389  1.80      9.700  2.20     11.856
Self Wt.       :      -2.298  1.85     -4.251  2.40     -5.515
Deck + Haunch  :                       -2.170  2.30     -4.991
DL-Prec. (DC)  :                       -0.441  3.00     -1.323
Diaphragm      :                       -0.015  3.00     -0.045
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.336  3.00     -1.008
DL-Comp. (DW)  :                       -0.185  3.00     -0.556
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 49.87 ft
Prestress      :       6.165  1.80     11.098  2.20     13.564
Self Wt.       :      -2.673  1.85     -4.946  2.40     -6.416
Deck + Haunch  :                       -2.534  2.30     -5.829
DL-Prec. (DC)  :                       -0.515  3.00     -1.545
Diaphragm      :                       -0.017  3.00     -0.052
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.393  3.00     -1.179
DL-Comp. (DW)  :                       -0.217  3.00     -0.651
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 62.50 ft
Prestress      :       6.444  1.80     11.599  2.20     14.176
Self Wt.       :      -2.807  1.85     -5.193  2.40     -6.737
Deck + Haunch  :                       -2.664  2.30     -6.127
DL-Prec. (DC)  :                       -0.541  3.00     -1.624
Diaphragm      :                       -0.018  3.00     -0.055
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.413  3.00     -1.240
DL-Comp. (DW)  :                       -0.228  3.00     -0.684
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 75.13 ft
Prestress      :       6.165  1.80     11.098  2.20     13.564
Self Wt.       :      -2.673  1.85     -4.946  2.40     -6.416
Deck + Haunch  :                       -2.534  2.30     -5.829
DL-Prec. (DC)  :                       -0.515  3.00     -1.545
Diaphragm      :                       -0.017  3.00     -0.052
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.393  3.00     -1.179
DL-Comp. (DW)  :                       -0.217  3.00     -0.651
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 87.77 ft
Prestress      :       5.389  1.80      9.700  2.20     11.856
Self Wt.       :      -2.298  1.85     -4.251  2.40     -5.515
Deck + Haunch  :                       -2.170  2.30     -4.991
DL-Prec. (DC)  :                       -0.441  3.00     -1.323
Diaphragm      :                       -0.015  3.00     -0.045
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.336  3.00     -1.008
DL-Comp. (DW)  :                       -0.185  3.00     -0.556
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 100.40 ft
Prestress      :       4.104  1.80      7.388  2.20      9.030
Self Wt.       :      -1.699  1.85     -3.143  2.40     -4.078
Deck + Haunch  :                       -1.590  2.30     -3.657
DL-Prec. (DC)  :                       -0.323  3.00     -0.970
Diaphragm      :                       -0.011  3.00     -0.032
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.246  3.00     -0.737
DL-Comp. (DW)  :                       -0.135  3.00     -0.406
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 113.03 ft
Prestress      :       2.289  1.80      4.120  2.20      5.036
Self Wt.       :      -0.908  1.85     -1.679  2.40     -2.178
Deck + Haunch  :                       -0.826  2.30     -1.900
DL-Prec. (DC)  :                       -0.168  3.00     -0.504
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.127  3.00     -0.382
DL-Comp. (DW)  :                       -0.070  3.00     -0.211
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
   811.8    49.9  6.920  260.3    6.4   5.43   7083.0  0.025T 1.00       -       -     -     -  
H/2     :   2.59
   900.4    49.9  7.028  260.2    6.5   5.52   7190.8  0.025T 1.00       -       -     -     -  
0.1L    :  11.97
  3827.9    51.7 10.416  255.3   10.0   8.53  10570.2  0.015T 1.00   8031.8  5091.1    1.32    -  
0.2L    :  24.60
  6964.9    54.1 10.416  255.9   10.1   8.58  11120.1  0.015T 1.00   8163.8  8163.8    1.36    -  
0.3L    :  37.23
  9173.1    56.5 10.416  256.4   10.2   8.63  11670.6  0.015T 1.00   8436.1  8436.1    1.38    -  
0.4L    :  49.87
 10493.3    57.7 10.416  256.7   10.2   8.65  11946.0  0.015T 1.00   8545.5  8545.5    1.40    -  
0.5L    :  62.50
 10901.4    57.7 10.416  256.7   10.2   8.65  11946.0  0.015T 1.00   8483.5  8483.5    1.41    -  
0.6L    :  75.13
 10493.3    57.7 10.416  256.7   10.2   8.65  11946.0  0.015T 1.00   8545.5  8545.5    1.40    -  
0.7L    :  87.77
  9173.1    56.5 10.416  256.4   10.2   8.63  11670.6  0.015T 1.00   8436.1  8436.1    1.38    -  
0.8L    : 100.40
  6964.9    54.1 10.416  255.9   10.1   8.58  11120.1  0.015T 1.00   8163.8  8163.8    1.36    -  
0.9L    : 113.03
  3827.9    51.7 10.416  255.3   10.0   8.53  10570.2  0.015T 1.00   8031.8  5091.1    1.32    -  
H/2     : 122.41
   900.4    49.9  7.028  260.2    6.5   5.52   7190.8  0.025T 1.00       -       -     -     -  
Transfer: 122.67
   811.8    49.9  6.920  260.3    6.4   5.43   7083.0  0.025T 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 1-24; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.093
        M   2.00 Fb     0.118
 
  2   2 E  50.00 Ft     0.405
        M  10.00 Fb     0.062
 
  3   2 E  48.00 Ft     0.699
        M   8.00 Fb     0.021
 
  4   2 E  46.00 Ft     0.975
        M   6.00 Fb    -0.007
 
  5   2 E  44.00 Ft     1.234
        M   4.00 Fb    -0.021
 
  6   2 E  42.00 Ft     1.475
        M   2.00 Fb    -0.021
 
  7   2 E   8.00 Ft     1.443
        M   8.00 Fb     0.197
 
  8   2 E   6.00 Ft     1.393
        M   6.00 Fb     0.429
 
  9   2 E   6.00 Ft     1.343
        M   6.00 Fb     0.661
 
 10   2 E   6.00 Ft     1.294
        M   6.00 Fb     0.892
 
 11   2 E   6.00 Ft     1.244
        M   6.00 Fb     1.124
 
 12   2 E   6.00 Ft     1.194
        M   6.00 Fb     1.356
 
 13   2 E   6.00 Ft     1.144
        M   6.00 Fb     1.588
 
 14   2 E   4.00 Ft     1.077
        M   4.00 Fb     1.834
 
 15   2 E   4.00 Ft     1.010
        M   4.00 Fb     2.079
 
 16   2 E   4.00 Ft     0.942
        M   4.00 Fb     2.325
 
 17   2 E   4.00 Ft     0.875
        M   4.00 Fb     2.571
 
 18   2 E   4.00 Ft     0.808
        M   4.00 Fb     2.816
 
 19   2 E   4.00 Ft     0.740
        M   4.00 Fb     3.062
 
 20   2 E   2.00 Ft     0.655
        M   2.00 Fb     3.322
 
 21   2 E   2.00 Ft     0.571
        M   2.00 Fb     3.581
 
 22   2 E   2.00 Ft     0.486
        M   2.00 Fb     3.841
 
 23   2 E   2.00 Ft     0.401
        M   2.00 Fb     4.101
 
 24   2 E   2.00 Ft     0.316
        M   2.00 Fb     4.360
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 126.33            Release Length, ft: 126.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  48
No. of strands, Draped:  10           No. of strands, Straight:  38
Concrete Strength, f'ci:   7.5  ksi        f'c:   8.5 ksi  f'ct   4.0 ksi
Initial losses:  9.33 %               Final losses: 13.48 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.361     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.316       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 11946.04    10901.38     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   1.232     Midspan    1.800   0.277     Midspan
    Pre.Top:   5.100   4.024     Midspan    3.825   3.225     Midspan
    Pre.Bot:   5.100   3.470    Transfer    3.825   3.627    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.554   0.046     Bearing
    Pre.Bot:  -0.554  -0.520     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.400   2.325     Midspan
    Pre.Bot:                                                             3.400   1.664    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  62.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       6.444  1.80     11.599  2.20     14.176
Self Wt.       :      -2.807  1.85     -5.193  2.40     -6.737
Deck + Haunch  :                       -2.664  2.30     -6.127
DL-Prec. (DC)  :                       -0.541  3.00     -1.624
Diaphragm      :                       -0.018  3.00     -0.055
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.413  3.00     -1.240
DL-Comp. (DW)  :                       -0.228  3.00     -0.684
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  125.00
     DC  Line       0.087      0.00       0.087  125.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    42.50 
      0.50    82.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 126.333 ft
Release length = 126.333 ft
Design  length = 125.000 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)  : 0.704   (Calculated)    
Live Moment (1  lane  loaded)  : 0.476   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.167   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.934   (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           1432.9 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           694348 in4#
Ht. of c.g.           =        24.64 in             40.71 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 = 0.7798

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59    11.97    24.60    37.23    49.87    62.50
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    759.1    794.9    794.9    794.9    794.9    794.9    794.9    794.9
  Yb      ,  in    24.48    23.93    23.92    23.82    23.68    23.55    23.48    23.48
  MI(Ixx) , in4   287280   292422   292475   294504   297669   301327   303340   303340
Composite: (At Final, using Ec =  5471.1 ksi )
  Area    , in2   1442.6   1476.7   1476.7   1476.7   1476.7   1476.7   1476.7   1476.7
  Yb      ,  in    40.52    39.87    39.86    39.81    39.74    39.67    39.63    39.63
  MI(Ixx) , in4   701889   728554   728672   733074   739427   746263   749862   749862

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.50 ksi           4.00 ksi
  Elasticity         =    5471.07 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.10 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.83 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.55 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  48 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 44.22 ft from member end )
END PATTERN (Ycg = 12.92 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in
     2 @ 42.000 in     2 @ 44.000 in     2 @ 46.000 in     2 @ 48.000 in
     2 @ 50.000 in
 
MID PATTERN (Ycg = 4.58 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in

 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =   10.42 in2      Initial Pull          =     2041.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.632 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.540 ft
Holddown Force        =  31.976 kips     Beam Shrtng (PL/AE)   =      0.742 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)       
--------------------------------------------------------------------------------------
      6066.507         740 4489.215     24.331 98540.188  1527.664     799.680        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      1.5000    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.5000      2.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.7500      3.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      17.6670     25.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      25.6670     33.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      33.1670     93.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      93.1663    100.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00     100.6663    108.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00     108.6663    120.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     120.6663    123.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00     123.1663    123.5833    Yes
      2      US#6[M19]       60.00        0.88       3.00     123.5833    124.8333    Yes
      2      US#6[M19]       60.00        0.88       2.75     124.8333    126.2083    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 126.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 10.4160 in2       Ycg =  4.58 in
         P_init    =     2041.7 kips  Ecc = 20.06 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.28 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.367 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.96 ksi    0.00 ksi
    due to Composite Loads                                 -2.62 ksi    0.00 ksi
    due to Live Loads                                      -6.37 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        16.04 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.28 ksi  ( 9.33 %)             8.55 ksi ( 4.36 %)
Total Prestress Losses                                    26.83 ksi (13.69 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   111.6   123.8   527.5   963.2  1274.5  1461.2  1523.4
(Max)       V      48.8    46.9    46.7    39.4    29.6    19.7     9.9     0.0
DL-Prec.  : M       0.0    17.5    19.4    82.6   150.8   199.5   228.8   238.5
DC(Max)     V       7.6     7.3     7.3     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   130.8   145.1   618.0  1128.5  1493.1  1711.8  1784.8
Haunch (Max)V      57.1    55.0    54.7    46.2    34.6    23.1    11.5     0.0
Diaphragm : M       0.0     1.2     1.3     6.0    12.3    18.6    21.2    21.2
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    42.4    47.0   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.7    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    23.4    25.9   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.8     8.3     6.2     4.1     2.1     0.0
LL + I    : M+      0.0   206.2   228.8   970.3  1758.8  2305.2  2631.0  2723.8
            V     150.1   146.2   145.8   130.0   109.4    88.8    59.9    10.4
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   150.1   146.2   145.8   130.1   111.0    92.8    75.5    59.2
            M      -0.0   203.5   225.6   938.5  1645.8  2082.8  2271.0  2231.5
Total     : M+      0.0   533.0   591.2  2515.1  4580.9  6041.4  6914.5  7188.9
            V     292.8   283.6   282.6   245.5   196.1   146.8    88.7    10.4
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   292.8   283.6   282.6   245.6   197.7   150.8   104.3    59.2
            M      -0.0   530.3   588.1  2483.3  4467.9  5819.0  6554.5  6696.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.41  122.67  125.00
Self wt.  : M    1461.2  1274.5   963.2   527.5   123.8   111.6     0.0
(Max)       V       9.9    19.7    29.6    39.4    46.7    46.9    48.8
DL-Prec.  : M     228.8   199.5   150.8    82.6    19.4    17.5     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.3     7.3     7.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1711.8  1493.1  1128.5   618.0   145.1   130.8     0.0
Haunch (Max)V      11.5    23.1    34.6    46.2    54.7    55.0    57.1
Diaphragm : M      21.2    18.6    12.3     6.0     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     554.5   483.6   365.5   200.2    47.0    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.7    17.8    18.5
DL-Comp   : M     306.0   266.9   201.7   110.5    25.9    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.8     9.8    10.2
LL + I    : M+   2631.0  2305.2  1758.8   970.3   228.8   206.2     0.0
            V      59.9    88.8   109.4   130.0   145.8   146.2   150.1
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    75.5    92.8   111.0   130.1   145.8   146.2   150.1
            M    2271.0  2082.8  1645.8   938.5   225.6   203.5     0.0
Total     : M+   6914.5  6041.4  4580.9  2515.1   591.2   533.0     0.0
            V      88.7   146.8   196.1   245.5   282.6   283.6   292.8
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   104.3   150.8   197.7   245.6   282.6   283.6   292.8
            M    6554.5  5819.0  4467.9  2483.3   588.1   530.3     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               48.8             48.8
Deck+Haunch            57.1             57.1
Diaphragm               0.5              0.5
DL-Prec.(DC)            7.6              7.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           51.0             51.0
Live                  106.6            106.6
        Truck          66.6             66.6
        Lane           40.0             40.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   111.6   123.8   527.5   963.2  1274.5  1461.2  1523.4
(Max)       V      48.8    46.9    46.7    39.4    29.6    19.7     9.9     0.0
DL-Prec.  : M       0.0    17.5    19.4    82.6   150.8   199.5   228.8   238.5
DC(Max)     V       7.6     7.3     7.3     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   130.8   145.1   618.0  1128.5  1493.1  1711.8  1784.8
Haunch (Max)V      57.1    55.0    54.7    46.2    34.6    23.1    11.5     0.0
Diaphragm : M       0.0     1.2     1.3     6.0    12.3    18.6    21.2    21.2
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    42.4    47.0   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.7    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    23.4    25.9   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.8     8.3     6.2     4.1     2.1     0.0
LL + I    : M+      0.0   165.0   183.0   776.2  1407.1  1844.2  2104.8  2179.1
            V     120.1   117.0   116.6   104.0    87.5    71.0    47.9     8.3
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   120.1   117.0   116.6   104.1    88.8    74.2    60.4    47.4
            M      -0.0   162.8   180.5   750.8  1316.6  1666.3  1816.8  1785.2
Total     : M+      0.0   491.8   545.5  2321.0  4229.1  5580.3  6388.3  6644.1
            V     262.8   254.4   253.4   219.5   174.3   129.0    76.7     8.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   262.8   254.4   253.4   219.6   175.5   132.2    89.2    47.4
            M      -0.0   489.6   543.0  2295.6  4138.7  5402.5  6100.3  6250.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.41  122.67  125.00
Self wt.  : M    1461.2  1274.5   963.2   527.5   123.8   111.6     0.0
(Max)       V       9.9    19.7    29.6    39.4    46.7    46.9    48.8
DL-Prec.  : M     228.8   199.5   150.8    82.6    19.4    17.5     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.3     7.3     7.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1711.8  1493.1  1128.5   618.0   145.1   130.8     0.0
Haunch (Max)V      11.5    23.1    34.6    46.2    54.7    55.0    57.1
Diaphragm : M      21.2    18.6    12.3     6.0     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     554.5   483.6   365.5   200.2    47.0    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.7    17.8    18.5
DL-Comp   : M     306.0   266.9   201.7   110.5    25.9    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.8     9.8    10.2
LL + I    : M+   2104.8  1844.2  1407.1   776.2   183.0   165.0     0.0
            V      47.9    71.0    87.5   104.0   116.6   117.0   120.1
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    60.4    74.2    88.8   104.1   116.6   117.0   120.1
            M    1816.8  1666.3  1316.6   750.8   180.5   162.8     0.0
Total     : M+   6388.3  5580.3  4229.1  2321.0   545.5   491.8     0.0
            V      76.7   129.0   174.3   219.5   253.4   254.4   262.8
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    89.2   132.2   175.5   219.6   253.4   254.4   262.8
            M    6100.3  5402.5  4138.7  2295.6   543.0   489.6     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   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   139.5   154.8   659.4  1204.0  1593.1  1826.5  1904.3
(Max)       V      60.9    58.7    58.4    49.3    37.0    24.6    12.3     0.0
Self wt.  : M       0.0   100.5   111.4   474.8   866.9  1147.0  1315.1  1371.1
(Min)       V      43.9    42.2    42.1    35.5    26.6    17.7     8.9     0.0
DL-Prec.  : M       0.0    21.8    24.2   103.2   188.5   249.4   286.0   298.1
DC(Max)     V       9.5     9.2     9.1     7.7     5.8     3.9     1.9     0.0
DL-Prec.  : M       0.0    15.7    17.4    74.3   135.7   179.6   205.9   214.7
DC(Min)     V       6.9     6.6     6.6     5.6     4.2     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
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   163.5   181.3   772.5  1410.6  1866.4  2139.8  2231.0
Haunch (Max)V      71.4    68.7    68.4    57.7    43.3    28.9    14.4     0.0
Deck +    : M       0.0   117.7   130.6   556.2  1015.6  1343.8  1540.7  1606.3
Haunch (Min)V      51.4    49.5    49.3    41.6    31.2    20.8    10.4     0.0
Diaphragm : M       0.0     1.5     1.6     7.5    15.4    23.3    26.6    26.6
(Max)       V       0.6     0.6     0.6     0.6     0.6     0.6     0.0     0.0
Diaphragm : M       0.0     1.1     1.2     5.4    11.1    16.8    19.1    19.1
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    53.0    58.7   250.2   456.9   604.6   693.1   722.7
DC(Max)     V      23.1    22.3    22.2    18.7    14.0     9.3     4.7     0.0
DL-Comp   : M       0.0    38.1    42.3   180.2   329.0   435.3   499.1   520.3
DC(Min)     V      16.7    16.0    16.0    13.5    10.1     6.7     3.4     0.0
DL-Comp   : M       0.0    35.1    38.9   165.7   302.5   400.3   458.9   478.5
DW(Max)     V      15.3    14.7    14.7    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    15.2    16.9    71.8   131.1   173.5   198.9   207.3
DW(Min)     V       6.6     6.4     6.4     5.4     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   360.9   400.3  1698.0  3078.0  4034.1  4604.3  4766.7
            V     262.8   255.9   255.1   227.5   191.5   155.4   104.9    18.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   262.8   255.9   255.2   227.7   194.2   162.4   132.2   103.6
            M      -0.0   356.1   394.8  1642.4  2880.2  3645.0  3974.2  3905.2
Total     : M+      0.0   775.3   859.9  3656.6  6655.9  8771.0 10035.2 10427.8
            V     443.7   430.1   428.6   374.0   301.4   228.9   141.3    18.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   443.7   430.1   428.6   374.1   304.2   235.9   168.6   103.6
            M      -0.0   770.5   854.4  3601.0  6458.1  8381.9  9405.1  9566.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.41  122.67  125.00
Self wt.  : M    1826.5  1593.1  1204.0   659.4   154.8   139.5     0.0
(Max)       V      12.3    24.6    37.0    49.3    58.4    58.7    60.9
Self wt.  : M    1315.1  1147.0   866.9   474.8   111.4   100.5     0.0
(Min)       V       8.9    17.7    26.6    35.5    42.1    42.2    43.9
DL-Prec.  : M     286.0   249.4   188.5   103.2    24.2    21.8     0.0
DC(Max)     V       1.9     3.9     5.8     7.7     9.1     9.2     9.5
DL-Prec.  : M     205.9   179.6   135.7    74.3    17.4    15.7     0.0
DC(Min)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    2139.8  1866.4  1410.6   772.5   181.3   163.5     0.0
Haunch (Max)V      14.4    28.9    43.3    57.7    68.4    68.7    71.4
Deck +    : M    1540.7  1343.8  1015.6   556.2   130.6   117.7     0.0
Haunch (Min)V      10.4    20.8    31.2    41.6    49.3    49.5    51.4
Diaphragm : M      26.6    23.3    15.4     7.5     1.6     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      19.1    16.8    11.1     5.4     1.2     1.1     0.0
(Min)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     693.1   604.6   456.9   250.2    58.7    53.0     0.0
DC(Max)     V       4.7     9.3    14.0    18.7    22.2    22.3    23.1
DL-Comp   : M     499.1   435.3   329.0   180.2    42.3    38.1     0.0
DC(Min)     V       3.4     6.7    10.1    13.5    16.0    16.0    16.7
DL-Comp   : M     458.9   400.3   302.5   165.7    38.9    35.1     0.0
DW(Max)     V       3.1     6.2     9.3    12.4    14.7    14.7    15.3
DL-Comp   : M     198.9   173.5   131.1    71.8    16.9    15.2     0.0
DW(Min)     V       1.3     2.7     4.0     5.4     6.4     6.4     6.6
LL + I    : M+   4604.3  4034.1  3078.0  1698.0   400.3   360.9     0.0
            V     104.9   155.4   191.5   227.5   255.1   255.9   262.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   132.2   162.4   194.2   227.7   255.2   255.9   262.8
            M    3974.2  3645.0  2880.2  1642.4   394.8   356.1     0.0
Total     : M+  10035.2  8771.0  6655.9  3656.6   859.9   775.3     0.0
            V     141.3   228.9   301.4   374.0   428.6   430.1   443.7
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   168.6   235.9   304.2   374.1   428.6   430.1   443.7
            M    9405.1  8381.9  6458.1  3601.0   854.4   770.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               60.9             60.9
Deck+Haunch            71.4             71.4
Diaphragm               0.6              0.6
DL-Prec.(DC)            9.5              9.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          115.6            115.6
DL-Comp.(DW)           76.6             76.6
Live                  186.6            186.6
        Truck         116.6            116.6
        Lane           70.0             70.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   111.6   123.8   527.5   963.2  1274.5  1461.2  1523.4
(Max)       V      48.8    46.9    46.7    39.4    29.6    19.7     9.9     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    17.5    19.4    82.6   150.8   199.5   228.8   238.5
DC(Max)     V       7.6     7.3     7.3     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   130.8   145.1   618.0  1128.5  1493.1  1711.8  1784.8
Haunch (Max)V      57.1    55.0    54.7    46.2    34.6    23.1    11.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     1.2     1.3     6.0    12.3    18.6    21.2    21.2
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    42.4    47.0   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.7    15.0    11.2     7.5     3.7     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    23.4    25.9   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.8     8.3     6.2     4.1     2.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   133.8   148.3   623.0  1110.9  1451.5  1634.5  1643.2
            V     115.6   113.0   112.7   102.1    88.5    66.9    53.4    20.3
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   115.6   113.0   112.7   102.1    88.5    75.0    61.5    47.9
            M       0.0   133.8   148.3   623.0  1110.9  1424.3  1563.4  1528.1
Total     : M+      0.0   460.5   510.8  2167.7  3932.9  5187.7  5918.0  6108.2
            V     258.3   250.4   249.5   217.5   175.3   124.9    82.2    20.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   258.3   250.4   249.5   217.5   175.3   133.0    90.2    47.9
            M       0.0   460.5   510.8  2167.7  3932.9  5160.5  5846.9  5993.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.41  122.67  125.00
Self wt.  : M    1461.2  1274.5   963.2   527.5   123.8   111.6     0.0
(Max)       V       9.9    19.7    29.6    39.4    46.7    46.9    48.8
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     228.8   199.5   150.8    82.6    19.4    17.5     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.3     7.3     7.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1711.8  1493.1  1128.5   618.0   145.1   130.8     0.0
Haunch (Max)V      11.5    23.1    34.6    46.2    54.7    55.0    57.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      21.2    18.6    12.3     6.0     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     554.5   483.6   365.5   200.2    47.0    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.7    17.8    18.5
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     306.0   266.9   201.7   110.5    25.9    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.8     9.8    10.2
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+   1634.5  1451.5  1110.9   623.0   148.3   133.8     0.0
            V      53.4    66.9    88.5   102.1   112.7   113.0   115.6
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    61.5    75.0    88.5   102.1   112.7   113.0   115.6
            M    1563.4  1424.3  1110.9   623.0   148.3   133.8     0.0
Total     : M+   5918.0  5187.7  3932.9  2167.7   510.8   460.5     0.0
            V      82.2   124.9   175.3   217.5   249.5   250.4   258.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    90.2   133.0   175.3   217.5   249.5   250.4   258.3
            M    5846.9  5160.5  3932.9  2167.7   510.8   460.5     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   12.63   25.27   37.90   50.53   63.17   44.22
 
Beam-Self
Precast-top    0.178   0.689   1.217   1.585   1.804   1.879   1.713 
Bottom        -0.142  -0.544  -0.951  -1.226  -1.387  -1.445  -1.321 
 
Prestress
Precast-top    0.138  -0.211  -0.661  -1.099  -1.313  -1.313  -1.313 
Bottom         4.502   4.763   5.091   5.404   5.554   5.554   5.554 
 
Total
Precast-top    0.316   0.478   0.557   0.487   0.491   0.566   0.399 
Bottom         4.361   4.219   4.140   4.178   4.166   4.109   4.233 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.01 %)
             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   11.97   24.60   37.23   49.87   62.50
 
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   0.089   0.162   0.212   0.243   0.253 
Precast-top    0.046   0.457   0.486   1.406   2.312   2.838   3.189   3.372 
Bottom         0.913   3.617   3.591   2.743   1.910   1.422   1.107   0.949 
 

 
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   12.63   25.27   37.90   50.53   63.17   44.22
 
Beam-Self
Precast-top    0.178   0.689   1.217   1.585   1.804   1.879   1.713 
Bottom        -0.142  -0.544  -0.951  -1.226  -1.387  -1.445  -1.321 
 
Prestress
Precast-top    0.138  -0.211  -0.661  -1.099  -1.313  -1.313  -1.313 
Bottom         4.502   4.763   5.091   5.404   5.554   5.554   5.554 
 
Total
Precast-top    0.316   0.478   0.557   0.487   0.491   0.566   0.399 
Bottom         4.361   4.219   4.140   4.178   4.166   4.109   4.233 
 
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 = 13.01 %)
             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   11.97   24.60   37.23   49.87   62.50
 
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   11.97   24.60   37.23   49.87   62.50
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   0.223   0.397   0.517   0.583   0.590 
Precast-top    0.023   0.260   0.278   0.848   1.413   1.754   1.970   2.064 
Bottom         0.457   1.721   1.698   0.965   0.239  -0.215  -0.483  -0.568 
 

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
    443.7    6.5   58.0    1.207   6.2   6.00e-3 50.0    456.7     1.893    3.840      0.00
      0.0    1.1   57.5     42.0 0.153      30.1 0.87    12.00     0.120    1.624 
Transfer:   3.00
    430.1    6.5   58.0    5.430  27.8  -0.05e-3 28.8    283.2     0.560    2.112      0.00
    770.5    4.8   55.7    189.0 0.146     166.9 5.00    12.00     0.120    1.667 
Critical:   5.28
    416.7    6.5   58.0    6.181  27.8  -0.10e-3 28.7    263.7     0.521    1.760      0.00
   1452.7    5.3   55.4    189.0 0.142     171.5 5.17    12.00     0.120    1.712 
0.1L    :  12.63
    374.1    6.5   56.7    8.680  27.8  -0.12e-3 28.6    220.5     0.452    0.827      0.00
   3601.0    7.1   53.2    189.0 0.132     167.4 5.26    12.00     0.120    1.439 
0.2L    :  25.27
    304.2    6.5   54.1   10.416  27.8  -0.04e-3 28.9    160.6     0.351    0.620      0.00
   6458.1    7.1   50.5    189.0 0.111     149.5 4.94    24.00     0.120    1.365 
0.3L    :  37.90
    235.9    6.5   56.5   10.416  27.8   0.47e-3 30.7    122.1     0.274    0.413      0.00
   8381.9    7.1   52.9    189.0 0.080     112.2 3.54    24.00     0.120    1.238 
0.4L    :  50.53
    168.6    6.5   57.7   10.416   0.0   0.96e-3 32.4     97.1     0.228    0.413      0.00
   9405.1    7.1   54.1    189.0 0.063      90.2 2.78    24.00     0.120    1.422 
0.5L    :  63.17
    103.6    6.5   57.7   10.416   0.0   0.87e-3 32.0     20.9     0.120    0.413      0.00
   9566.3    7.1   54.1    189.0 0.039      94.3 2.91    24.00     0.120    2.370 
0.6L    :  75.80
    168.6    6.5   57.7   10.416   0.0   0.96e-3 32.4     97.1     0.228    0.413      0.00
   9405.1    7.1   54.1    189.0 0.063      90.2 2.78    24.00     0.120    1.422 
0.7L    :  88.43
    235.9    6.5   56.5   10.416  27.8   0.47e-3 30.7    122.1     0.274    0.413      0.00
   8381.9    7.1   52.9    189.0 0.080     112.2 3.54    24.00     0.120    1.238 
0.8L    : 101.07
    304.2    6.5   54.1   10.416  27.8  -0.04e-3 28.9    160.6     0.351    0.620      0.00
   6458.1    7.1   50.5    189.0 0.111     149.5 4.94    24.00     0.120    1.365 
0.9L    : 113.70
    374.1    6.5   56.7    8.680  27.8  -0.12e-3 28.6    220.5     0.452    0.827      0.00
   3601.0    7.1   53.2    189.0 0.132     167.4 5.26    12.00     0.120    1.439 
Critical: 121.05
    416.7    6.5   58.0    6.181  27.8  -0.10e-3 28.7    263.7     0.521    1.760      0.00
   1452.7    5.3   55.4    189.0 0.142     171.5 5.17    12.00     0.120    1.712 
Transfer: 123.33
    430.1    6.5   58.0    5.430  27.8  -0.05e-3 28.8    283.2     0.560    2.112      0.00
    770.5    4.8   55.7    189.0 0.146     166.9 5.00    12.00     0.120    1.667 
Bearing : 125.67
    443.7    6.5   58.0    1.207   6.2   6.00e-3 50.0    456.7     1.893    3.840      0.00
      0.0    1.1   57.5     42.0 0.153      30.1 0.87    12.00     0.120    1.624 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 2041.74
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    4.08
 
 
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
    443.7      8.57     58.04    1.08       57.50    24.00      0.300      2.108      0.035      3.840 
Transfer:      2.33
    430.1      8.59     58.04    4.75       55.66    24.00      0.300      2.112      0.037      2.112 
Critical:      4.61
    416.8      8.36     58.04    5.32       55.38    24.00      0.300      2.038      0.000      1.760 
0.1L    :     11.97
    374.1      7.82     56.72    7.11       53.16    24.00      0.300      1.856      0.000      0.827 
0.2L    :     24.60
    304.2      6.69     54.10    7.13       50.53    24.00      0.300      1.480      0.000      0.620 
0.3L    :     37.23
    235.9      4.95     56.48    7.14       52.91    24.00      0.300      0.902      0.000      0.413 
0.4L    :     49.87
    168.6      3.46     57.67    7.15       54.09    24.00      0.300      0.405      0.000      0.413 
0.5L    :     62.50
    103.6      2.13     57.67    7.15       54.09    24.00      0.300      0.000      0.000      0.413 
0.6L    :     75.13
    168.6      3.46     57.67    7.15       54.09    24.00      0.300      0.405      0.000      0.413 
0.7L    :     87.77
    235.9      4.95     56.48    7.14       52.91    24.00      0.300      0.902      0.000      0.413 
0.8L    :    100.40
    304.2      6.69     54.10    7.13       50.53    24.00      0.300      1.480      0.000      0.620 
0.9L    :    113.03
    374.1      7.82     56.72    7.11       53.16    24.00      0.300      1.856      0.000      0.827 
Critical:    120.39
    416.8      8.36     58.04    5.32       55.38    24.00      0.300      2.038      0.000      1.760 
Transfer:    122.67
    430.1      8.59     58.04    4.75       55.66    24.00      0.300      2.112      0.037      2.112 
Bearing :    125.00
    443.7      8.57     58.04    1.08       57.50    24.00      0.300      2.108      0.035      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 11.97 ft
Prestress      :       2.289  1.80      4.120  2.20      5.036
Self Wt.       :      -0.908  1.85     -1.679  2.40     -2.178
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          :       1.381            2.441            2.858
 
At 0.2 x L = 24.60 ft
Prestress      :       4.104  1.80      7.388  2.20      9.030
Self Wt.       :      -1.699  1.85     -3.143  2.40     -4.078
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          :       2.405            4.245            4.952
 
At 0.3 x L = 37.23 ft
Prestress      :       5.389  1.80      9.700  2.20     11.856
Self Wt.       :      -2.298  1.85     -4.251  2.40     -5.515
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.091            5.449            6.341
 
At 0.4 x L = 49.87 ft
Prestress      :       6.165  1.80     11.098  2.20     13.564
Self Wt.       :      -2.673  1.85     -4.946  2.40     -6.416
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.492            6.152            7.148
 
At 0.5 x L = 62.50 ft
Prestress      :       6.444  1.80     11.599  2.20     14.176
Self Wt.       :      -2.807  1.85     -5.193  2.40     -6.737
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.636            6.405            7.439
 
At 0.6 x L = 75.13 ft
Prestress      :       6.165  1.80     11.098  2.20     13.564
Self Wt.       :      -2.673  1.85     -4.946  2.40     -6.416
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.492            6.152            7.148
 
At 0.7 x L = 87.77 ft
Prestress      :       5.389  1.80      9.700  2.20     11.856
Self Wt.       :      -2.298  1.85     -4.251  2.40     -5.515
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.091            5.449            6.341
 
At 0.8 x L = 100.40 ft
Prestress      :       4.104  1.80      7.388  2.20      9.030
Self Wt.       :      -1.699  1.85     -3.143  2.40     -4.078
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          :       2.405            4.245            4.952
 
At 0.9 x L = 113.03 ft
Prestress      :       2.289  1.80      4.120  2.20      5.036
Self Wt.       :      -0.908  1.85     -1.679  2.40     -2.178
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          :       1.381            2.441            2.858
 

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
   775.3    49.9  6.858  261.5    5.6   4.75   7103.3  0.029T 1.00       -       -     -     -  
H/2     :   2.59
   859.9    49.9  6.966  261.4    5.7   4.82   7213.1  0.029T 1.00       -       -     -     -  
0.1L    :  11.97
  3656.6    51.7 10.416  257.8    8.4   7.11  10774.7  0.019T 1.00   1113.9  1113.9    9.67    -  
0.2L    :  24.60
  6655.9    54.1 10.416  258.3    8.4   7.13  11328.4  0.019T 1.00    652.7   652.7   17.35    -  
0.3L    :  37.23
  8771.0    56.5 10.416  258.8    8.4   7.14  11882.5  0.019T 1.00    352.0   352.0   33.76    -  
0.4L    :  49.87
 10035.2    57.7 10.416  259.0    8.4   7.15  12159.6  0.018T 1.00    176.1   176.1   69.05    -  
0.5L    :  62.50
 10427.8    57.7 10.416  259.0    8.4   7.15  12159.6  0.018T 1.00    108.8   108.8  111.73    -  
0.6L    :  75.13
 10035.2    57.7 10.416  259.0    8.4   7.15  12159.6  0.018T 1.00    176.1   176.1   69.05    -  
0.7L    :  87.77
  8771.0    56.5 10.416  258.8    8.4   7.14  11882.5  0.019T 1.00    352.0   352.0   33.76    -  
0.8L    : 100.40
  6655.9    54.1 10.416  258.3    8.4   7.13  11328.4  0.019T 1.00    652.7   652.7   17.35    -  
0.9L    : 113.03
  3656.6    51.7 10.416  257.8    8.4   7.11  10774.7  0.019T 1.00   1113.9  1113.9    9.67    -  
H/2     : 122.41
   859.9    49.9  6.966  261.4    5.7   4.82   7213.1  0.029T 1.00       -       -     -     -  
Transfer: 122.67
   775.3    49.9  6.858  261.5    5.6   4.75   7103.3  0.029T 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 1-24; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.093
        M   2.00 Fb     0.118
 
  2   2 E  50.00 Ft     0.405
        M  10.00 Fb     0.062
 
  3   2 E  48.00 Ft     0.699
        M   8.00 Fb     0.021
 
  4   2 E  46.00 Ft     0.975
        M   6.00 Fb    -0.007
 
  5   2 E  44.00 Ft     1.234
        M   4.00 Fb    -0.021
 
  6   2 E  42.00 Ft     1.475
        M   2.00 Fb    -0.021
 
  7   2 E   8.00 Ft     1.443
        M   8.00 Fb     0.197
 
  8   2 E   6.00 Ft     1.393
        M   6.00 Fb     0.429
 
  9   2 E   6.00 Ft     1.343
        M   6.00 Fb     0.661
 
 10   2 E   6.00 Ft     1.294
        M   6.00 Fb     0.892
 
 11   2 E   6.00 Ft     1.244
        M   6.00 Fb     1.124
 
 12   2 E   6.00 Ft     1.194
        M   6.00 Fb     1.356
 
 13   2 E   6.00 Ft     1.144
        M   6.00 Fb     1.588
 
 14   2 E   4.00 Ft     1.077
        M   4.00 Fb     1.834
 
 15   2 E   4.00 Ft     1.010
        M   4.00 Fb     2.079
 
 16   2 E   4.00 Ft     0.942
        M   4.00 Fb     2.325
 
 17   2 E   4.00 Ft     0.875
        M   4.00 Fb     2.571
 
 18   2 E   4.00 Ft     0.808
        M   4.00 Fb     2.816
 
 19   2 E   4.00 Ft     0.740
        M   4.00 Fb     3.062
 
 20   2 E   2.00 Ft     0.655
        M   2.00 Fb     3.322
 
 21   2 E   2.00 Ft     0.571
        M   2.00 Fb     3.581
 
 22   2 E   2.00 Ft     0.486
        M   2.00 Fb     3.841
 
 23   2 E   2.00 Ft     0.401
        M   2.00 Fb     4.101
 
 24   2 E   2.00 Ft     0.316
        M   2.00 Fb     4.360
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 126.33            Release Length, ft: 126.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  48
No. of strands, Draped:  10           No. of strands, Straight:  38
Concrete Strength, f'ci:   7.5  ksi        f'c:   8.5 ksi  f'ct   4.0 ksi
Initial losses:  9.33 %               Final losses: 13.69 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.361     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.316       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 12159.61    10427.78     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   0.253     Midspan
    Pre.Top:   5.100  -0.000     Bearing    3.825   3.372     Midspan
    Pre.Bot:   5.100  -0.000     Bearing    3.825   3.617    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.554  -0.000     Bearing
    Pre.Bot:  -0.554  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.400   2.064     Midspan
    Pre.Bot:                                                             3.400   1.721    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  62.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       6.444  1.80     11.599  2.20     14.176
Self Wt.       :      -2.807  1.85     -5.193  2.40     -6.737
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       3.636            6.405            7.439
 
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  125.00
     DC  Line       0.087      0.00       0.087  125.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    42.50 
      0.50    82.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 126.333 ft
Release length = 126.333 ft
Design  length = 125.000 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)  : 0.704   (Calculated)    
Live Moment (1  lane  loaded)  : 0.476   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.167   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.934   (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           1432.9 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           694348 in4#
Ht. of c.g.           =        24.64 in             40.71 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 = 0.7798

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59    11.97    24.60    37.23    49.87    62.50
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    759.1    794.9    794.9    794.9    794.9    794.9    794.9    794.9
  Yb      ,  in    24.48    23.93    23.92    23.82    23.68    23.55    23.48    23.48
  MI(Ixx) , in4   287280   292422   292475   294504   297669   301327   303340   303340
Composite: (At Final, using Ec =  5471.1 ksi )
  Area    , in2   1442.6   1476.7   1476.7   1476.7   1476.7   1476.7   1476.7   1476.7
  Yb      ,  in    40.52    39.87    39.86    39.81    39.74    39.67    39.63    39.63
  MI(Ixx) , in4   701889   728554   728672   733074   739427   746263   749862   749862

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.50 ksi           4.00 ksi
  Elasticity         =    5471.07 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.10 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.83 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.55 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  48 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 44.22 ft from member end )
END PATTERN (Ycg = 12.92 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in
     2 @ 42.000 in     2 @ 44.000 in     2 @ 46.000 in     2 @ 48.000 in
     2 @ 50.000 in
 
MID PATTERN (Ycg = 4.58 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in

 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =   10.42 in2      Initial Pull          =     2041.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.632 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.540 ft
Holddown Force        =  31.976 kips     Beam Shrtng (PL/AE)   =      0.742 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)       
--------------------------------------------------------------------------------------
      6066.507         740 4489.215     24.331 98540.188  1527.664     799.680        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      1.5000    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.5000      2.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.7500      3.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      17.6670     25.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      25.6670     33.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      33.1670     93.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      93.1663    100.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00     100.6663    108.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00     108.6663    120.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     120.6663    123.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00     123.1663    123.5833    Yes
      2      US#6[M19]       60.00        0.88       3.00     123.5833    124.8333    Yes
      2      US#6[M19]       60.00        0.88       2.75     124.8333    126.2083    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 126.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 10.4160 in2       Ycg =  4.58 in
         P_init    =     2041.7 kips  Ecc = 20.06 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.28 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.367 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.96 ksi    0.00 ksi
    due to Composite Loads                                 -2.62 ksi    0.00 ksi
    due to Live Loads                                      -6.37 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        16.04 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.28 ksi  ( 9.33 %)             8.55 ksi ( 4.36 %)
Total Prestress Losses                                    26.83 ksi (13.69 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   111.6   123.8   527.5   963.2  1274.5  1461.2  1523.4
(Max)       V      48.8    46.9    46.7    39.4    29.6    19.7     9.9     0.0
DL-Prec.  : M       0.0    17.5    19.4    82.6   150.8   199.5   228.8   238.5
DC(Max)     V       7.6     7.3     7.3     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   130.8   145.1   618.0  1128.5  1493.1  1711.8  1784.8
Haunch (Max)V      57.1    55.0    54.7    46.2    34.6    23.1    11.5     0.0
Diaphragm : M       0.0     1.2     1.3     6.0    12.3    18.6    21.2    21.2
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    42.4    47.0   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.7    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    23.4    25.9   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.8     8.3     6.2     4.1     2.1     0.0
LL + I    : M+      0.0   206.2   228.8   970.3  1758.8  2305.2  2631.0  2723.8
            V     150.1   146.2   145.8   130.0   109.4    88.8    59.9    10.4
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   150.1   146.2   145.8   130.1   111.0    92.8    75.5    59.2
            M      -0.0   203.5   225.6   938.5  1645.8  2082.8  2271.0  2231.5
Total     : M+      0.0   533.0   591.2  2515.1  4580.9  6041.4  6914.5  7188.9
            V     292.8   283.6   282.6   245.5   196.1   146.8    88.7    10.4
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   292.8   283.6   282.6   245.6   197.7   150.8   104.3    59.2
            M      -0.0   530.3   588.1  2483.3  4467.9  5819.0  6554.5  6696.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.41  122.67  125.00
Self wt.  : M    1461.2  1274.5   963.2   527.5   123.8   111.6     0.0
(Max)       V       9.9    19.7    29.6    39.4    46.7    46.9    48.8
DL-Prec.  : M     228.8   199.5   150.8    82.6    19.4    17.5     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.3     7.3     7.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1711.8  1493.1  1128.5   618.0   145.1   130.8     0.0
Haunch (Max)V      11.5    23.1    34.6    46.2    54.7    55.0    57.1
Diaphragm : M      21.2    18.6    12.3     6.0     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     554.5   483.6   365.5   200.2    47.0    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.7    17.8    18.5
DL-Comp   : M     306.0   266.9   201.7   110.5    25.9    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.8     9.8    10.2
LL + I    : M+   2631.0  2305.2  1758.8   970.3   228.8   206.2     0.0
            V      59.9    88.8   109.4   130.0   145.8   146.2   150.1
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    75.5    92.8   111.0   130.1   145.8   146.2   150.1
            M    2271.0  2082.8  1645.8   938.5   225.6   203.5     0.0
Total     : M+   6914.5  6041.4  4580.9  2515.1   591.2   533.0     0.0
            V      88.7   146.8   196.1   245.5   282.6   283.6   292.8
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   104.3   150.8   197.7   245.6   282.6   283.6   292.8
            M    6554.5  5819.0  4467.9  2483.3   588.1   530.3     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               48.8             48.8
Deck+Haunch            57.1             57.1
Diaphragm               0.5              0.5
DL-Prec.(DC)            7.6              7.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           51.0             51.0
Live                  106.6            106.6
        Truck          66.6             66.6
        Lane           40.0             40.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   111.6   123.8   527.5   963.2  1274.5  1461.2  1523.4
(Max)       V      48.8    46.9    46.7    39.4    29.6    19.7     9.9     0.0
DL-Prec.  : M       0.0    17.5    19.4    82.6   150.8   199.5   228.8   238.5
DC(Max)     V       7.6     7.3     7.3     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   130.8   145.1   618.0  1128.5  1493.1  1711.8  1784.8
Haunch (Max)V      57.1    55.0    54.7    46.2    34.6    23.1    11.5     0.0
Diaphragm : M       0.0     1.2     1.3     6.0    12.3    18.6    21.2    21.2
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    42.4    47.0   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.7    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    23.4    25.9   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.8     8.3     6.2     4.1     2.1     0.0
LL + I    : M+      0.0   165.0   183.0   776.2  1407.1  1844.2  2104.8  2179.1
            V     120.1   117.0   116.6   104.0    87.5    71.0    47.9     8.3
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   120.1   117.0   116.6   104.1    88.8    74.2    60.4    47.4
            M      -0.0   162.8   180.5   750.8  1316.6  1666.3  1816.8  1785.2
Total     : M+      0.0   491.8   545.5  2321.0  4229.1  5580.3  6388.3  6644.1
            V     262.8   254.4   253.4   219.5   174.3   129.0    76.7     8.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   262.8   254.4   253.4   219.6   175.5   132.2    89.2    47.4
            M      -0.0   489.6   543.0  2295.6  4138.7  5402.5  6100.3  6250.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.41  122.67  125.00
Self wt.  : M    1461.2  1274.5   963.2   527.5   123.8   111.6     0.0
(Max)       V       9.9    19.7    29.6    39.4    46.7    46.9    48.8
DL-Prec.  : M     228.8   199.5   150.8    82.6    19.4    17.5     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.3     7.3     7.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1711.8  1493.1  1128.5   618.0   145.1   130.8     0.0
Haunch (Max)V      11.5    23.1    34.6    46.2    54.7    55.0    57.1
Diaphragm : M      21.2    18.6    12.3     6.0     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     554.5   483.6   365.5   200.2    47.0    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.7    17.8    18.5
DL-Comp   : M     306.0   266.9   201.7   110.5    25.9    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.8     9.8    10.2
LL + I    : M+   2104.8  1844.2  1407.1   776.2   183.0   165.0     0.0
            V      47.9    71.0    87.5   104.0   116.6   117.0   120.1
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    60.4    74.2    88.8   104.1   116.6   117.0   120.1
            M    1816.8  1666.3  1316.6   750.8   180.5   162.8     0.0
Total     : M+   6388.3  5580.3  4229.1  2321.0   545.5   491.8     0.0
            V      76.7   129.0   174.3   219.5   253.4   254.4   262.8
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    89.2   132.2   175.5   219.6   253.4   254.4   262.8
            M    6100.3  5402.5  4138.7  2295.6   543.0   489.6     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   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   139.5   154.8   659.4  1204.0  1593.1  1826.5  1904.3
(Max)       V      60.9    58.7    58.4    49.3    37.0    24.6    12.3     0.0
Self wt.  : M       0.0   100.5   111.4   474.8   866.9  1147.0  1315.1  1371.1
(Min)       V      43.9    42.2    42.1    35.5    26.6    17.7     8.9     0.0
DL-Prec.  : M       0.0    21.8    24.2   103.2   188.5   249.4   286.0   298.1
DC(Max)     V       9.5     9.2     9.1     7.7     5.8     3.9     1.9     0.0
DL-Prec.  : M       0.0    15.7    17.4    74.3   135.7   179.6   205.9   214.7
DC(Min)     V       6.9     6.6     6.6     5.6     4.2     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
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   163.5   181.3   772.5  1410.6  1866.4  2139.8  2231.0
Haunch (Max)V      71.4    68.7    68.4    57.7    43.3    28.9    14.4     0.0
Deck +    : M       0.0   117.7   130.6   556.2  1015.6  1343.8  1540.7  1606.3
Haunch (Min)V      51.4    49.5    49.3    41.6    31.2    20.8    10.4     0.0
Diaphragm : M       0.0     1.5     1.6     7.5    15.4    23.3    26.6    26.6
(Max)       V       0.6     0.6     0.6     0.6     0.6     0.6     0.0     0.0
Diaphragm : M       0.0     1.1     1.2     5.4    11.1    16.8    19.1    19.1
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    53.0    58.7   250.2   456.9   604.6   693.1   722.7
DC(Max)     V      23.1    22.3    22.2    18.7    14.0     9.3     4.7     0.0
DL-Comp   : M       0.0    38.1    42.3   180.2   329.0   435.3   499.1   520.3
DC(Min)     V      16.7    16.0    16.0    13.5    10.1     6.7     3.4     0.0
DL-Comp   : M       0.0    35.1    38.9   165.7   302.5   400.3   458.9   478.5
DW(Max)     V      15.3    14.7    14.7    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    15.2    16.9    71.8   131.1   173.5   198.9   207.3
DW(Min)     V       6.6     6.4     6.4     5.4     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   360.9   400.3  1698.0  3078.0  4034.1  4604.3  4766.7
            V     262.8   255.9   255.1   227.5   191.5   155.4   104.9    18.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   262.8   255.9   255.2   227.7   194.2   162.4   132.2   103.6
            M      -0.0   356.1   394.8  1642.4  2880.2  3645.0  3974.2  3905.2
Total     : M+      0.0   775.3   859.9  3656.6  6655.9  8771.0 10035.2 10427.8
            V     443.7   430.1   428.6   374.0   301.4   228.9   141.3    18.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   443.7   430.1   428.6   374.1   304.2   235.9   168.6   103.6
            M      -0.0   770.5   854.4  3601.0  6458.1  8381.9  9405.1  9566.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.41  122.67  125.00
Self wt.  : M    1826.5  1593.1  1204.0   659.4   154.8   139.5     0.0
(Max)       V      12.3    24.6    37.0    49.3    58.4    58.7    60.9
Self wt.  : M    1315.1  1147.0   866.9   474.8   111.4   100.5     0.0
(Min)       V       8.9    17.7    26.6    35.5    42.1    42.2    43.9
DL-Prec.  : M     286.0   249.4   188.5   103.2    24.2    21.8     0.0
DC(Max)     V       1.9     3.9     5.8     7.7     9.1     9.2     9.5
DL-Prec.  : M     205.9   179.6   135.7    74.3    17.4    15.7     0.0
DC(Min)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    2139.8  1866.4  1410.6   772.5   181.3   163.5     0.0
Haunch (Max)V      14.4    28.9    43.3    57.7    68.4    68.7    71.4
Deck +    : M    1540.7  1343.8  1015.6   556.2   130.6   117.7     0.0
Haunch (Min)V      10.4    20.8    31.2    41.6    49.3    49.5    51.4
Diaphragm : M      26.6    23.3    15.4     7.5     1.6     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      19.1    16.8    11.1     5.4     1.2     1.1     0.0
(Min)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     693.1   604.6   456.9   250.2    58.7    53.0     0.0
DC(Max)     V       4.7     9.3    14.0    18.7    22.2    22.3    23.1
DL-Comp   : M     499.1   435.3   329.0   180.2    42.3    38.1     0.0
DC(Min)     V       3.4     6.7    10.1    13.5    16.0    16.0    16.7
DL-Comp   : M     458.9   400.3   302.5   165.7    38.9    35.1     0.0
DW(Max)     V       3.1     6.2     9.3    12.4    14.7    14.7    15.3
DL-Comp   : M     198.9   173.5   131.1    71.8    16.9    15.2     0.0
DW(Min)     V       1.3     2.7     4.0     5.4     6.4     6.4     6.6
LL + I    : M+   4604.3  4034.1  3078.0  1698.0   400.3   360.9     0.0
            V     104.9   155.4   191.5   227.5   255.1   255.9   262.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   132.2   162.4   194.2   227.7   255.2   255.9   262.8
            M    3974.2  3645.0  2880.2  1642.4   394.8   356.1     0.0
Total     : M+  10035.2  8771.0  6655.9  3656.6   859.9   775.3     0.0
            V     141.3   228.9   301.4   374.0   428.6   430.1   443.7
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   168.6   235.9   304.2   374.1   428.6   430.1   443.7
            M    9405.1  8381.9  6458.1  3601.0   854.4   770.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               60.9             60.9
Deck+Haunch            71.4             71.4
Diaphragm               0.6              0.6
DL-Prec.(DC)            9.5              9.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          115.6            115.6
DL-Comp.(DW)           76.6             76.6
Live                  186.6            186.6
        Truck         116.6            116.6
        Lane           70.0             70.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   111.6   123.8   527.5   963.2  1274.5  1461.2  1523.4
(Max)       V      48.8    46.9    46.7    39.4    29.6    19.7     9.9     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    17.5    19.4    82.6   150.8   199.5   228.8   238.5
DC(Max)     V       7.6     7.3     7.3     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   130.8   145.1   618.0  1128.5  1493.1  1711.8  1784.8
Haunch (Max)V      57.1    55.0    54.7    46.2    34.6    23.1    11.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     1.2     1.3     6.0    12.3    18.6    21.2    21.2
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    42.4    47.0   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.7    15.0    11.2     7.5     3.7     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    23.4    25.9   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.8     8.3     6.2     4.1     2.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   133.8   148.3   623.0  1110.9  1451.5  1634.5  1643.2
            V     115.6   113.0   112.7   102.1    88.5    66.9    53.4    20.3
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   115.6   113.0   112.7   102.1    88.5    75.0    61.5    47.9
            M       0.0   133.8   148.3   623.0  1110.9  1424.3  1563.4  1528.1
Total     : M+      0.0   460.5   510.8  2167.7  3932.9  5187.7  5918.0  6108.2
            V     258.3   250.4   249.5   217.5   175.3   124.9    82.2    20.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   258.3   250.4   249.5   217.5   175.3   133.0    90.2    47.9
            M       0.0   460.5   510.8  2167.7  3932.9  5160.5  5846.9  5993.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.41  122.67  125.00
Self wt.  : M    1461.2  1274.5   963.2   527.5   123.8   111.6     0.0
(Max)       V       9.9    19.7    29.6    39.4    46.7    46.9    48.8
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     228.8   199.5   150.8    82.6    19.4    17.5     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.3     7.3     7.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1711.8  1493.1  1128.5   618.0   145.1   130.8     0.0
Haunch (Max)V      11.5    23.1    34.6    46.2    54.7    55.0    57.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      21.2    18.6    12.3     6.0     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     554.5   483.6   365.5   200.2    47.0    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.7    17.8    18.5
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     306.0   266.9   201.7   110.5    25.9    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.8     9.8    10.2
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+   1634.5  1451.5  1110.9   623.0   148.3   133.8     0.0
            V      53.4    66.9    88.5   102.1   112.7   113.0   115.6
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    61.5    75.0    88.5   102.1   112.7   113.0   115.6
            M    1563.4  1424.3  1110.9   623.0   148.3   133.8     0.0
Total     : M+   5918.0  5187.7  3932.9  2167.7   510.8   460.5     0.0
            V      82.2   124.9   175.3   217.5   249.5   250.4   258.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    90.2   133.0   175.3   217.5   249.5   250.4   258.3
            M    5846.9  5160.5  3932.9  2167.7   510.8   460.5     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   12.63   25.27   37.90   50.53   63.17   44.22
 
Beam-Self
Precast-top    0.178   0.689   1.217   1.585   1.804   1.879   1.713 
Bottom        -0.142  -0.544  -0.951  -1.226  -1.387  -1.445  -1.321 
 
Prestress
Precast-top    0.138  -0.211  -0.661  -1.099  -1.313  -1.313  -1.313 
Bottom         4.502   4.763   5.091   5.404   5.554   5.554   5.554 
 
Total
Precast-top    0.316   0.478   0.557   0.487   0.491   0.566   0.399 
Bottom         4.361   4.219   4.140   4.178   4.166   4.109   4.233 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.01 %)
             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   11.97   24.60   37.23   49.87   62.50
 
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   0.089   0.162   0.212   0.243   0.253 
Precast-top    0.046   0.457   0.486   1.406   2.312   2.838   3.189   3.372 
Bottom         0.913   3.617   3.591   2.743   1.910   1.422   1.107   0.949 
 

 
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   12.63   25.27   37.90   50.53   63.17   44.22
 
Beam-Self
Precast-top    0.178   0.689   1.217   1.585   1.804   1.879   1.713 
Bottom        -0.142  -0.544  -0.951  -1.226  -1.387  -1.445  -1.321 
 
Prestress
Precast-top    0.138  -0.211  -0.661  -1.099  -1.313  -1.313  -1.313 
Bottom         4.502   4.763   5.091   5.404   5.554   5.554   5.554 
 
Total
Precast-top    0.316   0.478   0.557   0.487   0.491   0.566   0.399 
Bottom         4.361   4.219   4.140   4.178   4.166   4.109   4.233 
 
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 = 13.01 %)
             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   11.97   24.60   37.23   49.87   62.50
 
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   11.97   24.60   37.23   49.87   62.50
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   0.223   0.397   0.517   0.583   0.590 
Precast-top    0.023   0.260   0.278   0.848   1.413   1.754   1.970   2.064 
Bottom         0.457   1.721   1.698   0.965   0.239  -0.215  -0.483  -0.568 
 

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
    443.7    6.5   58.0    1.207   6.2   6.00e-3 50.0    456.7     1.893    3.840      0.00
      0.0    1.1   57.5     42.0 0.153      30.1 0.87    12.00     0.120    1.624 
Transfer:   3.00
    430.1    6.5   58.0    5.430  27.8  -0.05e-3 28.8    283.2     0.560    2.112      0.00
    770.5    4.8   55.7    189.0 0.146     166.9 5.00    12.00     0.120    1.667 
Critical:   5.28
    416.7    6.5   58.0    6.181  27.8  -0.10e-3 28.7    263.7     0.521    1.760      0.00
   1452.7    5.3   55.4    189.0 0.142     171.5 5.17    12.00     0.120    1.712 
0.1L    :  12.63
    374.1    6.5   56.7    8.680  27.8  -0.12e-3 28.6    220.5     0.452    0.827      0.00
   3601.0    7.1   53.2    189.0 0.132     167.4 5.26    12.00     0.120    1.439 
0.2L    :  25.27
    304.2    6.5   54.1   10.416  27.8  -0.04e-3 28.9    160.6     0.351    0.620      0.00
   6458.1    7.1   50.5    189.0 0.111     149.5 4.94    24.00     0.120    1.365 
0.3L    :  37.90
    235.9    6.5   56.5   10.416  27.8   0.47e-3 30.7    122.1     0.274    0.413      0.00
   8381.9    7.1   52.9    189.0 0.080     112.2 3.54    24.00     0.120    1.238 
0.4L    :  50.53
    168.6    6.5   57.7   10.416   0.0   0.96e-3 32.4     97.1     0.228    0.413      0.00
   9405.1    7.1   54.1    189.0 0.063      90.2 2.78    24.00     0.120    1.422 
0.5L    :  63.17
    103.6    6.5   57.7   10.416   0.0   0.87e-3 32.0     20.9     0.120    0.413      0.00
   9566.3    7.1   54.1    189.0 0.039      94.3 2.91    24.00     0.120    2.370 
0.6L    :  75.80
    168.6    6.5   57.7   10.416   0.0   0.96e-3 32.4     97.1     0.228    0.413      0.00
   9405.1    7.1   54.1    189.0 0.063      90.2 2.78    24.00     0.120    1.422 
0.7L    :  88.43
    235.9    6.5   56.5   10.416  27.8   0.47e-3 30.7    122.1     0.274    0.413      0.00
   8381.9    7.1   52.9    189.0 0.080     112.2 3.54    24.00     0.120    1.238 
0.8L    : 101.07
    304.2    6.5   54.1   10.416  27.8  -0.04e-3 28.9    160.6     0.351    0.620      0.00
   6458.1    7.1   50.5    189.0 0.111     149.5 4.94    24.00     0.120    1.365 
0.9L    : 113.70
    374.1    6.5   56.7    8.680  27.8  -0.12e-3 28.6    220.5     0.452    0.827      0.00
   3601.0    7.1   53.2    189.0 0.132     167.4 5.26    12.00     0.120    1.439 
Critical: 121.05
    416.7    6.5   58.0    6.181  27.8  -0.10e-3 28.7    263.7     0.521    1.760      0.00
   1452.7    5.3   55.4    189.0 0.142     171.5 5.17    12.00     0.120    1.712 
Transfer: 123.33
    430.1    6.5   58.0    5.430  27.8  -0.05e-3 28.8    283.2     0.560    2.112      0.00
    770.5    4.8   55.7    189.0 0.146     166.9 5.00    12.00     0.120    1.667 
Bearing : 125.67
    443.7    6.5   58.0    1.207   6.2   6.00e-3 50.0    456.7     1.893    3.840      0.00
      0.0    1.1   57.5     42.0 0.153      30.1 0.87    12.00     0.120    1.624 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 2041.74
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    4.08
 
 
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
    443.7      8.57     58.04    1.08       57.50    24.00      0.300      2.108      0.035      3.840 
Transfer:      2.33
    430.1      8.59     58.04    4.75       55.66    24.00      0.300      2.112      0.037      2.112 
Critical:      4.61
    416.8      8.36     58.04    5.32       55.38    24.00      0.300      2.038      0.000      1.760 
0.1L    :     11.97
    374.1      7.82     56.72    7.11       53.16    24.00      0.300      1.856      0.000      0.827 
0.2L    :     24.60
    304.2      6.69     54.10    7.13       50.53    24.00      0.300      1.480      0.000      0.620 
0.3L    :     37.23
    235.9      4.95     56.48    7.14       52.91    24.00      0.300      0.902      0.000      0.413 
0.4L    :     49.87
    168.6      3.46     57.67    7.15       54.09    24.00      0.300      0.405      0.000      0.413 
0.5L    :     62.50
    103.6      2.13     57.67    7.15       54.09    24.00      0.300      0.000      0.000      0.413 
0.6L    :     75.13
    168.6      3.46     57.67    7.15       54.09    24.00      0.300      0.405      0.000      0.413 
0.7L    :     87.77
    235.9      4.95     56.48    7.14       52.91    24.00      0.300      0.902      0.000      0.413 
0.8L    :    100.40
    304.2      6.69     54.10    7.13       50.53    24.00      0.300      1.480      0.000      0.620 
0.9L    :    113.03
    374.1      7.82     56.72    7.11       53.16    24.00      0.300      1.856      0.000      0.827 
Critical:    120.39
    416.8      8.36     58.04    5.32       55.38    24.00      0.300      2.038      0.000      1.760 
Transfer:    122.67
    430.1      8.59     58.04    4.75       55.66    24.00      0.300      2.112      0.037      2.112 
Bearing :    125.00
    443.7      8.57     58.04    1.08       57.50    24.00      0.300      2.108      0.035      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 11.97 ft
Prestress      :       2.289  1.80      4.120  2.20      5.036
Self Wt.       :      -0.908  1.85     -1.679  2.40     -2.178
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          :       1.381            2.441            2.858
 
At 0.2 x L = 24.60 ft
Prestress      :       4.104  1.80      7.388  2.20      9.030
Self Wt.       :      -1.699  1.85     -3.143  2.40     -4.078
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          :       2.405            4.245            4.952
 
At 0.3 x L = 37.23 ft
Prestress      :       5.389  1.80      9.700  2.20     11.856
Self Wt.       :      -2.298  1.85     -4.251  2.40     -5.515
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.091            5.449            6.341
 
At 0.4 x L = 49.87 ft
Prestress      :       6.165  1.80     11.098  2.20     13.564
Self Wt.       :      -2.673  1.85     -4.946  2.40     -6.416
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.492            6.152            7.148
 
At 0.5 x L = 62.50 ft
Prestress      :       6.444  1.80     11.599  2.20     14.176
Self Wt.       :      -2.807  1.85     -5.193  2.40     -6.737
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.636            6.405            7.439
 
At 0.6 x L = 75.13 ft
Prestress      :       6.165  1.80     11.098  2.20     13.564
Self Wt.       :      -2.673  1.85     -4.946  2.40     -6.416
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.492            6.152            7.148
 
At 0.7 x L = 87.77 ft
Prestress      :       5.389  1.80      9.700  2.20     11.856
Self Wt.       :      -2.298  1.85     -4.251  2.40     -5.515
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.091            5.449            6.341
 
At 0.8 x L = 100.40 ft
Prestress      :       4.104  1.80      7.388  2.20      9.030
Self Wt.       :      -1.699  1.85     -3.143  2.40     -4.078
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          :       2.405            4.245            4.952
 
At 0.9 x L = 113.03 ft
Prestress      :       2.289  1.80      4.120  2.20      5.036
Self Wt.       :      -0.908  1.85     -1.679  2.40     -2.178
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          :       1.381            2.441            2.858
 

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
   775.3    49.9  6.858  261.5    5.6   4.75   7103.3  0.029T 1.00       -       -     -     -  
H/2     :   2.59
   859.9    49.9  6.966  261.4    5.7   4.82   7213.1  0.029T 1.00       -       -     -     -  
0.1L    :  11.97
  3656.6    51.7 10.416  257.8    8.4   7.11  10774.7  0.019T 1.00   1113.9  1113.9    9.67    -  
0.2L    :  24.60
  6655.9    54.1 10.416  258.3    8.4   7.13  11328.4  0.019T 1.00    652.7   652.7   17.35    -  
0.3L    :  37.23
  8771.0    56.5 10.416  258.8    8.4   7.14  11882.5  0.019T 1.00    352.0   352.0   33.76    -  
0.4L    :  49.87
 10035.2    57.7 10.416  259.0    8.4   7.15  12159.6  0.018T 1.00    176.1   176.1   69.05    -  
0.5L    :  62.50
 10427.8    57.7 10.416  259.0    8.4   7.15  12159.6  0.018T 1.00    108.8   108.8  111.73    -  
0.6L    :  75.13
 10035.2    57.7 10.416  259.0    8.4   7.15  12159.6  0.018T 1.00    176.1   176.1   69.05    -  
0.7L    :  87.77
  8771.0    56.5 10.416  258.8    8.4   7.14  11882.5  0.019T 1.00    352.0   352.0   33.76    -  
0.8L    : 100.40
  6655.9    54.1 10.416  258.3    8.4   7.13  11328.4  0.019T 1.00    652.7   652.7   17.35    -  
0.9L    : 113.03
  3656.6    51.7 10.416  257.8    8.4   7.11  10774.7  0.019T 1.00   1113.9  1113.9    9.67    -  
H/2     : 122.41
   859.9    49.9  6.966  261.4    5.7   4.82   7213.1  0.029T 1.00       -       -     -     -  
Transfer: 122.67
   775.3    49.9  6.858  261.5    5.6   4.75   7103.3  0.029T 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 1-24; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.093
        M   2.00 Fb     0.118
 
  2   2 E  50.00 Ft     0.405
        M  10.00 Fb     0.062
 
  3   2 E  48.00 Ft     0.699
        M   8.00 Fb     0.021
 
  4   2 E  46.00 Ft     0.975
        M   6.00 Fb    -0.007
 
  5   2 E  44.00 Ft     1.234
        M   4.00 Fb    -0.021
 
  6   2 E  42.00 Ft     1.475
        M   2.00 Fb    -0.021
 
  7   2 E   8.00 Ft     1.443
        M   8.00 Fb     0.197
 
  8   2 E   6.00 Ft     1.393
        M   6.00 Fb     0.429
 
  9   2 E   6.00 Ft     1.343
        M   6.00 Fb     0.661
 
 10   2 E   6.00 Ft     1.294
        M   6.00 Fb     0.892
 
 11   2 E   6.00 Ft     1.244
        M   6.00 Fb     1.124
 
 12   2 E   6.00 Ft     1.194
        M   6.00 Fb     1.356
 
 13   2 E   6.00 Ft     1.144
        M   6.00 Fb     1.588
 
 14   2 E   4.00 Ft     1.077
        M   4.00 Fb     1.834
 
 15   2 E   4.00 Ft     1.010
        M   4.00 Fb     2.079
 
 16   2 E   4.00 Ft     0.942
        M   4.00 Fb     2.325
 
 17   2 E   4.00 Ft     0.875
        M   4.00 Fb     2.571
 
 18   2 E   4.00 Ft     0.808
        M   4.00 Fb     2.816
 
 19   2 E   4.00 Ft     0.740
        M   4.00 Fb     3.062
 
 20   2 E   2.00 Ft     0.655
        M   2.00 Fb     3.322
 
 21   2 E   2.00 Ft     0.571
        M   2.00 Fb     3.581
 
 22   2 E   2.00 Ft     0.486
        M   2.00 Fb     3.841
 
 23   2 E   2.00 Ft     0.401
        M   2.00 Fb     4.101
 
 24   2 E   2.00 Ft     0.316
        M   2.00 Fb     4.360
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 126.33            Release Length, ft: 126.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  48
No. of strands, Draped:  10           No. of strands, Straight:  38
Concrete Strength, f'ci:   7.5  ksi        f'c:   8.5 ksi  f'ct   4.0 ksi
Initial losses:  9.33 %               Final losses: 13.69 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.361     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.316       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 12159.61    10427.78     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   0.253     Midspan
    Pre.Top:   5.100  -0.000     Bearing    3.825   3.372     Midspan
    Pre.Bot:   5.100  -0.000     Bearing    3.825   3.617    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.554  -0.000     Bearing
    Pre.Bot:  -0.554  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.400   2.064     Midspan
    Pre.Bot:                                                             3.400   1.721    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  62.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       6.444  1.80     11.599  2.20     14.176
Self Wt.       :      -2.807  1.85     -5.193  2.40     -6.737
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       3.636            6.405            7.439
 
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  125.00
     DC  Line       0.087      0.00       0.087  125.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    42.50 
      0.50    82.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 126.333 ft
Release length = 126.333 ft
Design  length = 125.000 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)  : 0.704   (Calculated)    
Live Moment (1  lane  loaded)  : 0.476   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.167   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.934   (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           1432.9 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           694348 in4#
Ht. of c.g.           =        24.64 in             40.71 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 = 0.7798

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59    11.97    24.60    37.23    49.87    62.50
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    759.1    794.9    794.9    794.9    794.9    794.9    794.9    794.9
  Yb      ,  in    24.48    23.93    23.92    23.82    23.68    23.55    23.48    23.48
  MI(Ixx) , in4   287280   292422   292475   294504   297669   301327   303340   303340
Composite: (At Final, using Ec =  5471.1 ksi )
  Area    , in2   1442.6   1476.7   1476.7   1476.7   1476.7   1476.7   1476.7   1476.7
  Yb      ,  in    40.52    39.87    39.86    39.81    39.74    39.67    39.63    39.63
  MI(Ixx) , in4   701889   728554   728672   733074   739427   746263   749862   749862

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.50 ksi           4.00 ksi
  Elasticity         =    5471.07 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.10 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.83 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.55 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  48 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 44.22 ft from member end )
END PATTERN (Ycg = 12.92 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in
     2 @ 42.000 in     2 @ 44.000 in     2 @ 46.000 in     2 @ 48.000 in
     2 @ 50.000 in
 
MID PATTERN (Ycg = 4.58 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in

 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =   10.42 in2      Initial Pull          =     2041.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.632 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.540 ft
Holddown Force        =  31.976 kips     Beam Shrtng (PL/AE)   =      0.742 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)       
--------------------------------------------------------------------------------------
      6066.507         740 4489.215     24.331 98540.188  1527.664     799.680        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      1.5000    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.5000      2.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.7500      3.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      17.6670     25.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      25.6670     33.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      33.1670     93.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      93.1663    100.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00     100.6663    108.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00     108.6663    120.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     120.6663    123.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00     123.1663    123.5833    Yes
      2      US#6[M19]       60.00        0.88       3.00     123.5833    124.8333    Yes
      2      US#6[M19]       60.00        0.88       2.75     124.8333    126.2083    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 126.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 10.4160 in2       Ycg =  4.58 in
         P_init    =     2041.7 kips  Ecc = 20.06 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.28 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.367 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.96 ksi    0.00 ksi
    due to Composite Loads                                 -2.62 ksi    0.00 ksi
    due to Live Loads                                      -6.37 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        16.04 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.28 ksi  ( 9.33 %)             8.55 ksi ( 4.36 %)
Total Prestress Losses                                    26.83 ksi (13.69 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   111.6   123.8   527.5   963.2  1274.5  1461.2  1523.4
(Max)       V      48.8    46.9    46.7    39.4    29.6    19.7     9.9     0.0
DL-Prec.  : M       0.0    17.5    19.4    82.6   150.8   199.5   228.8   238.5
DC(Max)     V       7.6     7.3     7.3     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   130.8   145.1   618.0  1128.5  1493.1  1711.8  1784.8
Haunch (Max)V      57.1    55.0    54.7    46.2    34.6    23.1    11.5     0.0
Diaphragm : M       0.0     1.2     1.3     6.0    12.3    18.6    21.2    21.2
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    42.4    47.0   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.7    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    23.4    25.9   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.8     8.3     6.2     4.1     2.1     0.0
LL + I    : M+      0.0   206.2   228.8   970.3  1758.8  2305.2  2631.0  2723.8
            V     150.1   146.2   145.8   130.0   109.4    88.8    59.9    10.4
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   150.1   146.2   145.8   130.1   111.0    92.8    75.5    59.2
            M      -0.0   203.5   225.6   938.5  1645.8  2082.8  2271.0  2231.5
Total     : M+      0.0   533.0   591.2  2515.1  4580.9  6041.4  6914.5  7188.9
            V     292.8   283.6   282.6   245.5   196.1   146.8    88.7    10.4
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   292.8   283.6   282.6   245.6   197.7   150.8   104.3    59.2
            M      -0.0   530.3   588.1  2483.3  4467.9  5819.0  6554.5  6696.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.41  122.67  125.00
Self wt.  : M    1461.2  1274.5   963.2   527.5   123.8   111.6     0.0
(Max)       V       9.9    19.7    29.6    39.4    46.7    46.9    48.8
DL-Prec.  : M     228.8   199.5   150.8    82.6    19.4    17.5     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.3     7.3     7.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1711.8  1493.1  1128.5   618.0   145.1   130.8     0.0
Haunch (Max)V      11.5    23.1    34.6    46.2    54.7    55.0    57.1
Diaphragm : M      21.2    18.6    12.3     6.0     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     554.5   483.6   365.5   200.2    47.0    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.7    17.8    18.5
DL-Comp   : M     306.0   266.9   201.7   110.5    25.9    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.8     9.8    10.2
LL + I    : M+   2631.0  2305.2  1758.8   970.3   228.8   206.2     0.0
            V      59.9    88.8   109.4   130.0   145.8   146.2   150.1
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    75.5    92.8   111.0   130.1   145.8   146.2   150.1
            M    2271.0  2082.8  1645.8   938.5   225.6   203.5     0.0
Total     : M+   6914.5  6041.4  4580.9  2515.1   591.2   533.0     0.0
            V      88.7   146.8   196.1   245.5   282.6   283.6   292.8
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   104.3   150.8   197.7   245.6   282.6   283.6   292.8
            M    6554.5  5819.0  4467.9  2483.3   588.1   530.3     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               48.8             48.8
Deck+Haunch            57.1             57.1
Diaphragm               0.5              0.5
DL-Prec.(DC)            7.6              7.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           51.0             51.0
Live                  106.6            106.6
        Truck          66.6             66.6
        Lane           40.0             40.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   111.6   123.8   527.5   963.2  1274.5  1461.2  1523.4
(Max)       V      48.8    46.9    46.7    39.4    29.6    19.7     9.9     0.0
DL-Prec.  : M       0.0    17.5    19.4    82.6   150.8   199.5   228.8   238.5
DC(Max)     V       7.6     7.3     7.3     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   130.8   145.1   618.0  1128.5  1493.1  1711.8  1784.8
Haunch (Max)V      57.1    55.0    54.7    46.2    34.6    23.1    11.5     0.0
Diaphragm : M       0.0     1.2     1.3     6.0    12.3    18.6    21.2    21.2
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    42.4    47.0   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.7    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    23.4    25.9   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.8     8.3     6.2     4.1     2.1     0.0
LL + I    : M+      0.0   165.0   183.0   776.2  1407.1  1844.2  2104.8  2179.1
            V     120.1   117.0   116.6   104.0    87.5    71.0    47.9     8.3
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   120.1   117.0   116.6   104.1    88.8    74.2    60.4    47.4
            M      -0.0   162.8   180.5   750.8  1316.6  1666.3  1816.8  1785.2
Total     : M+      0.0   491.8   545.5  2321.0  4229.1  5580.3  6388.3  6644.1
            V     262.8   254.4   253.4   219.5   174.3   129.0    76.7     8.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   262.8   254.4   253.4   219.6   175.5   132.2    89.2    47.4
            M      -0.0   489.6   543.0  2295.6  4138.7  5402.5  6100.3  6250.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.41  122.67  125.00
Self wt.  : M    1461.2  1274.5   963.2   527.5   123.8   111.6     0.0
(Max)       V       9.9    19.7    29.6    39.4    46.7    46.9    48.8
DL-Prec.  : M     228.8   199.5   150.8    82.6    19.4    17.5     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.3     7.3     7.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1711.8  1493.1  1128.5   618.0   145.1   130.8     0.0
Haunch (Max)V      11.5    23.1    34.6    46.2    54.7    55.0    57.1
Diaphragm : M      21.2    18.6    12.3     6.0     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     554.5   483.6   365.5   200.2    47.0    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.7    17.8    18.5
DL-Comp   : M     306.0   266.9   201.7   110.5    25.9    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.8     9.8    10.2
LL + I    : M+   2104.8  1844.2  1407.1   776.2   183.0   165.0     0.0
            V      47.9    71.0    87.5   104.0   116.6   117.0   120.1
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    60.4    74.2    88.8   104.1   116.6   117.0   120.1
            M    1816.8  1666.3  1316.6   750.8   180.5   162.8     0.0
Total     : M+   6388.3  5580.3  4229.1  2321.0   545.5   491.8     0.0
            V      76.7   129.0   174.3   219.5   253.4   254.4   262.8
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    89.2   132.2   175.5   219.6   253.4   254.4   262.8
            M    6100.3  5402.5  4138.7  2295.6   543.0   489.6     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   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   139.5   154.8   659.4  1204.0  1593.1  1826.5  1904.3
(Max)       V      60.9    58.7    58.4    49.3    37.0    24.6    12.3     0.0
Self wt.  : M       0.0   100.5   111.4   474.8   866.9  1147.0  1315.1  1371.1
(Min)       V      43.9    42.2    42.1    35.5    26.6    17.7     8.9     0.0
DL-Prec.  : M       0.0    21.8    24.2   103.2   188.5   249.4   286.0   298.1
DC(Max)     V       9.5     9.2     9.1     7.7     5.8     3.9     1.9     0.0
DL-Prec.  : M       0.0    15.7    17.4    74.3   135.7   179.6   205.9   214.7
DC(Min)     V       6.9     6.6     6.6     5.6     4.2     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
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   163.5   181.3   772.5  1410.6  1866.4  2139.8  2231.0
Haunch (Max)V      71.4    68.7    68.4    57.7    43.3    28.9    14.4     0.0
Deck +    : M       0.0   117.7   130.6   556.2  1015.6  1343.8  1540.7  1606.3
Haunch (Min)V      51.4    49.5    49.3    41.6    31.2    20.8    10.4     0.0
Diaphragm : M       0.0     1.5     1.6     7.5    15.4    23.3    26.6    26.6
(Max)       V       0.6     0.6     0.6     0.6     0.6     0.6     0.0     0.0
Diaphragm : M       0.0     1.1     1.2     5.4    11.1    16.8    19.1    19.1
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    53.0    58.7   250.2   456.9   604.6   693.1   722.7
DC(Max)     V      23.1    22.3    22.2    18.7    14.0     9.3     4.7     0.0
DL-Comp   : M       0.0    38.1    42.3   180.2   329.0   435.3   499.1   520.3
DC(Min)     V      16.7    16.0    16.0    13.5    10.1     6.7     3.4     0.0
DL-Comp   : M       0.0    35.1    38.9   165.7   302.5   400.3   458.9   478.5
DW(Max)     V      15.3    14.7    14.7    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    15.2    16.9    71.8   131.1   173.5   198.9   207.3
DW(Min)     V       6.6     6.4     6.4     5.4     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   360.9   400.3  1698.0  3078.0  4034.1  4604.3  4766.7
            V     262.8   255.9   255.1   227.5   191.5   155.4   104.9    18.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   262.8   255.9   255.2   227.7   194.2   162.4   132.2   103.6
            M      -0.0   356.1   394.8  1642.4  2880.2  3645.0  3974.2  3905.2
Total     : M+      0.0   775.3   859.9  3656.6  6655.9  8771.0 10035.2 10427.8
            V     443.7   430.1   428.6   374.0   301.4   228.9   141.3    18.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   443.7   430.1   428.6   374.1   304.2   235.9   168.6   103.6
            M      -0.0   770.5   854.4  3601.0  6458.1  8381.9  9405.1  9566.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.41  122.67  125.00
Self wt.  : M    1826.5  1593.1  1204.0   659.4   154.8   139.5     0.0
(Max)       V      12.3    24.6    37.0    49.3    58.4    58.7    60.9
Self wt.  : M    1315.1  1147.0   866.9   474.8   111.4   100.5     0.0
(Min)       V       8.9    17.7    26.6    35.5    42.1    42.2    43.9
DL-Prec.  : M     286.0   249.4   188.5   103.2    24.2    21.8     0.0
DC(Max)     V       1.9     3.9     5.8     7.7     9.1     9.2     9.5
DL-Prec.  : M     205.9   179.6   135.7    74.3    17.4    15.7     0.0
DC(Min)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    2139.8  1866.4  1410.6   772.5   181.3   163.5     0.0
Haunch (Max)V      14.4    28.9    43.3    57.7    68.4    68.7    71.4
Deck +    : M    1540.7  1343.8  1015.6   556.2   130.6   117.7     0.0
Haunch (Min)V      10.4    20.8    31.2    41.6    49.3    49.5    51.4
Diaphragm : M      26.6    23.3    15.4     7.5     1.6     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      19.1    16.8    11.1     5.4     1.2     1.1     0.0
(Min)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     693.1   604.6   456.9   250.2    58.7    53.0     0.0
DC(Max)     V       4.7     9.3    14.0    18.7    22.2    22.3    23.1
DL-Comp   : M     499.1   435.3   329.0   180.2    42.3    38.1     0.0
DC(Min)     V       3.4     6.7    10.1    13.5    16.0    16.0    16.7
DL-Comp   : M     458.9   400.3   302.5   165.7    38.9    35.1     0.0
DW(Max)     V       3.1     6.2     9.3    12.4    14.7    14.7    15.3
DL-Comp   : M     198.9   173.5   131.1    71.8    16.9    15.2     0.0
DW(Min)     V       1.3     2.7     4.0     5.4     6.4     6.4     6.6
LL + I    : M+   4604.3  4034.1  3078.0  1698.0   400.3   360.9     0.0
            V     104.9   155.4   191.5   227.5   255.1   255.9   262.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   132.2   162.4   194.2   227.7   255.2   255.9   262.8
            M    3974.2  3645.0  2880.2  1642.4   394.8   356.1     0.0
Total     : M+  10035.2  8771.0  6655.9  3656.6   859.9   775.3     0.0
            V     141.3   228.9   301.4   374.0   428.6   430.1   443.7
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   168.6   235.9   304.2   374.1   428.6   430.1   443.7
            M    9405.1  8381.9  6458.1  3601.0   854.4   770.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               60.9             60.9
Deck+Haunch            71.4             71.4
Diaphragm               0.6              0.6
DL-Prec.(DC)            9.5              9.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          115.6            115.6
DL-Comp.(DW)           76.6             76.6
Live                  186.6            186.6
        Truck         116.6            116.6
        Lane           70.0             70.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   111.6   123.8   527.5   963.2  1274.5  1461.2  1523.4
(Max)       V      48.8    46.9    46.7    39.4    29.6    19.7     9.9     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    17.5    19.4    82.6   150.8   199.5   228.8   238.5
DC(Max)     V       7.6     7.3     7.3     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   130.8   145.1   618.0  1128.5  1493.1  1711.8  1784.8
Haunch (Max)V      57.1    55.0    54.7    46.2    34.6    23.1    11.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     1.2     1.3     6.0    12.3    18.6    21.2    21.2
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    42.4    47.0   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.7    15.0    11.2     7.5     3.7     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    23.4    25.9   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.8     8.3     6.2     4.1     2.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   133.8   148.3   623.0  1110.9  1451.5  1634.5  1643.2
            V     115.6   113.0   112.7   102.1    88.5    66.9    53.4    20.3
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   115.6   113.0   112.7   102.1    88.5    75.0    61.5    47.9
            M       0.0   133.8   148.3   623.0  1110.9  1424.3  1563.4  1528.1
Total     : M+      0.0   460.5   510.8  2167.7  3932.9  5187.7  5918.0  6108.2
            V     258.3   250.4   249.5   217.5   175.3   124.9    82.2    20.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   258.3   250.4   249.5   217.5   175.3   133.0    90.2    47.9
            M       0.0   460.5   510.8  2167.7  3932.9  5160.5  5846.9  5993.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.41  122.67  125.00
Self wt.  : M    1461.2  1274.5   963.2   527.5   123.8   111.6     0.0
(Max)       V       9.9    19.7    29.6    39.4    46.7    46.9    48.8
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     228.8   199.5   150.8    82.6    19.4    17.5     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.3     7.3     7.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1711.8  1493.1  1128.5   618.0   145.1   130.8     0.0
Haunch (Max)V      11.5    23.1    34.6    46.2    54.7    55.0    57.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      21.2    18.6    12.3     6.0     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     554.5   483.6   365.5   200.2    47.0    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.7    17.8    18.5
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     306.0   266.9   201.7   110.5    25.9    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.8     9.8    10.2
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+   1634.5  1451.5  1110.9   623.0   148.3   133.8     0.0
            V      53.4    66.9    88.5   102.1   112.7   113.0   115.6
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    61.5    75.0    88.5   102.1   112.7   113.0   115.6
            M    1563.4  1424.3  1110.9   623.0   148.3   133.8     0.0
Total     : M+   5918.0  5187.7  3932.9  2167.7   510.8   460.5     0.0
            V      82.2   124.9   175.3   217.5   249.5   250.4   258.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    90.2   133.0   175.3   217.5   249.5   250.4   258.3
            M    5846.9  5160.5  3932.9  2167.7   510.8   460.5     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   12.63   25.27   37.90   50.53   63.17   44.22
 
Beam-Self
Precast-top    0.178   0.689   1.217   1.585   1.804   1.879   1.713 
Bottom        -0.142  -0.544  -0.951  -1.226  -1.387  -1.445  -1.321 
 
Prestress
Precast-top    0.138  -0.211  -0.661  -1.099  -1.313  -1.313  -1.313 
Bottom         4.502   4.763   5.091   5.404   5.554   5.554   5.554 
 
Total
Precast-top    0.316   0.478   0.557   0.487   0.491   0.566   0.399 
Bottom         4.361   4.219   4.140   4.178   4.166   4.109   4.233 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.01 %)
             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   11.97   24.60   37.23   49.87   62.50
 
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   0.089   0.162   0.212   0.243   0.253 
Precast-top    0.046   0.457   0.486   1.406   2.312   2.838   3.189   3.372 
Bottom         0.913   3.617   3.591   2.743   1.910   1.422   1.107   0.949 
 

 
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   12.63   25.27   37.90   50.53   63.17   44.22
 
Beam-Self
Precast-top    0.178   0.689   1.217   1.585   1.804   1.879   1.713 
Bottom        -0.142  -0.544  -0.951  -1.226  -1.387  -1.445  -1.321 
 
Prestress
Precast-top    0.138  -0.211  -0.661  -1.099  -1.313  -1.313  -1.313 
Bottom         4.502   4.763   5.091   5.404   5.554   5.554   5.554 
 
Total
Precast-top    0.316   0.478   0.557   0.487   0.491   0.566   0.399 
Bottom         4.361   4.219   4.140   4.178   4.166   4.109   4.233 
 
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 = 13.01 %)
             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   11.97   24.60   37.23   49.87   62.50
 
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   11.97   24.60   37.23   49.87   62.50
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   0.223   0.397   0.517   0.583   0.590 
Precast-top    0.023   0.260   0.278   0.848   1.413   1.754   1.970   2.064 
Bottom         0.457   1.721   1.698   0.965   0.239  -0.215  -0.483  -0.568 
 

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
    443.7    6.5   58.0    1.207   6.2   6.00e-3 50.0    456.7     1.893    3.840      0.00
      0.0    1.1   57.5     42.0 0.153      30.1 0.87    12.00     0.120    1.624 
Transfer:   3.00
    430.1    6.5   58.0    5.430  27.8  -0.05e-3 28.8    283.2     0.560    2.112      0.00
    770.5    4.8   55.7    189.0 0.146     166.9 5.00    12.00     0.120    1.667 
Critical:   5.28
    416.7    6.5   58.0    6.181  27.8  -0.10e-3 28.7    263.7     0.521    1.760      0.00
   1452.7    5.3   55.4    189.0 0.142     171.5 5.17    12.00     0.120    1.712 
0.1L    :  12.63
    374.1    6.5   56.7    8.680  27.8  -0.12e-3 28.6    220.5     0.452    0.827      0.00
   3601.0    7.1   53.2    189.0 0.132     167.4 5.26    12.00     0.120    1.439 
0.2L    :  25.27
    304.2    6.5   54.1   10.416  27.8  -0.04e-3 28.9    160.6     0.351    0.620      0.00
   6458.1    7.1   50.5    189.0 0.111     149.5 4.94    24.00     0.120    1.365 
0.3L    :  37.90
    235.9    6.5   56.5   10.416  27.8   0.47e-3 30.7    122.1     0.274    0.413      0.00
   8381.9    7.1   52.9    189.0 0.080     112.2 3.54    24.00     0.120    1.238 
0.4L    :  50.53
    168.6    6.5   57.7   10.416   0.0   0.96e-3 32.4     97.1     0.228    0.413      0.00
   9405.1    7.1   54.1    189.0 0.063      90.2 2.78    24.00     0.120    1.422 
0.5L    :  63.17
    103.6    6.5   57.7   10.416   0.0   0.87e-3 32.0     20.9     0.120    0.413      0.00
   9566.3    7.1   54.1    189.0 0.039      94.3 2.91    24.00     0.120    2.370 
0.6L    :  75.80
    168.6    6.5   57.7   10.416   0.0   0.96e-3 32.4     97.1     0.228    0.413      0.00
   9405.1    7.1   54.1    189.0 0.063      90.2 2.78    24.00     0.120    1.422 
0.7L    :  88.43
    235.9    6.5   56.5   10.416  27.8   0.47e-3 30.7    122.1     0.274    0.413      0.00
   8381.9    7.1   52.9    189.0 0.080     112.2 3.54    24.00     0.120    1.238 
0.8L    : 101.07
    304.2    6.5   54.1   10.416  27.8  -0.04e-3 28.9    160.6     0.351    0.620      0.00
   6458.1    7.1   50.5    189.0 0.111     149.5 4.94    24.00     0.120    1.365 
0.9L    : 113.70
    374.1    6.5   56.7    8.680  27.8  -0.12e-3 28.6    220.5     0.452    0.827      0.00
   3601.0    7.1   53.2    189.0 0.132     167.4 5.26    12.00     0.120    1.439 
Critical: 121.05
    416.7    6.5   58.0    6.181  27.8  -0.10e-3 28.7    263.7     0.521    1.760      0.00
   1452.7    5.3   55.4    189.0 0.142     171.5 5.17    12.00     0.120    1.712 
Transfer: 123.33
    430.1    6.5   58.0    5.430  27.8  -0.05e-3 28.8    283.2     0.560    2.112      0.00
    770.5    4.8   55.7    189.0 0.146     166.9 5.00    12.00     0.120    1.667 
Bearing : 125.67
    443.7    6.5   58.0    1.207   6.2   6.00e-3 50.0    456.7     1.893    3.840      0.00
      0.0    1.1   57.5     42.0 0.153      30.1 0.87    12.00     0.120    1.624 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 2041.74
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    4.08
 
 
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
    443.7      8.57     58.04    1.08       57.50    24.00      0.300      2.108      0.035      3.840 
Transfer:      2.33
    430.1      8.59     58.04    4.75       55.66    24.00      0.300      2.112      0.037      2.112 
Critical:      4.61
    416.8      8.36     58.04    5.32       55.38    24.00      0.300      2.038      0.000      1.760 
0.1L    :     11.97
    374.1      7.82     56.72    7.11       53.16    24.00      0.300      1.856      0.000      0.827 
0.2L    :     24.60
    304.2      6.69     54.10    7.13       50.53    24.00      0.300      1.480      0.000      0.620 
0.3L    :     37.23
    235.9      4.95     56.48    7.14       52.91    24.00      0.300      0.902      0.000      0.413 
0.4L    :     49.87
    168.6      3.46     57.67    7.15       54.09    24.00      0.300      0.405      0.000      0.413 
0.5L    :     62.50
    103.6      2.13     57.67    7.15       54.09    24.00      0.300      0.000      0.000      0.413 
0.6L    :     75.13
    168.6      3.46     57.67    7.15       54.09    24.00      0.300      0.405      0.000      0.413 
0.7L    :     87.77
    235.9      4.95     56.48    7.14       52.91    24.00      0.300      0.902      0.000      0.413 
0.8L    :    100.40
    304.2      6.69     54.10    7.13       50.53    24.00      0.300      1.480      0.000      0.620 
0.9L    :    113.03
    374.1      7.82     56.72    7.11       53.16    24.00      0.300      1.856      0.000      0.827 
Critical:    120.39
    416.8      8.36     58.04    5.32       55.38    24.00      0.300      2.038      0.000      1.760 
Transfer:    122.67
    430.1      8.59     58.04    4.75       55.66    24.00      0.300      2.112      0.037      2.112 
Bearing :    125.00
    443.7      8.57     58.04    1.08       57.50    24.00      0.300      2.108      0.035      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 11.97 ft
Prestress      :       2.289  1.80      4.120  2.20      5.036
Self Wt.       :      -0.908  1.85     -1.679  2.40     -2.178
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          :       1.381            2.441            2.858
 
At 0.2 x L = 24.60 ft
Prestress      :       4.104  1.80      7.388  2.20      9.030
Self Wt.       :      -1.699  1.85     -3.143  2.40     -4.078
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          :       2.405            4.245            4.952
 
At 0.3 x L = 37.23 ft
Prestress      :       5.389  1.80      9.700  2.20     11.856
Self Wt.       :      -2.298  1.85     -4.251  2.40     -5.515
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.091            5.449            6.341
 
At 0.4 x L = 49.87 ft
Prestress      :       6.165  1.80     11.098  2.20     13.564
Self Wt.       :      -2.673  1.85     -4.946  2.40     -6.416
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.492            6.152            7.148
 
At 0.5 x L = 62.50 ft
Prestress      :       6.444  1.80     11.599  2.20     14.176
Self Wt.       :      -2.807  1.85     -5.193  2.40     -6.737
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.636            6.405            7.439
 
At 0.6 x L = 75.13 ft
Prestress      :       6.165  1.80     11.098  2.20     13.564
Self Wt.       :      -2.673  1.85     -4.946  2.40     -6.416
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.492            6.152            7.148
 
At 0.7 x L = 87.77 ft
Prestress      :       5.389  1.80      9.700  2.20     11.856
Self Wt.       :      -2.298  1.85     -4.251  2.40     -5.515
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.091            5.449            6.341
 
At 0.8 x L = 100.40 ft
Prestress      :       4.104  1.80      7.388  2.20      9.030
Self Wt.       :      -1.699  1.85     -3.143  2.40     -4.078
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          :       2.405            4.245            4.952
 
At 0.9 x L = 113.03 ft
Prestress      :       2.289  1.80      4.120  2.20      5.036
Self Wt.       :      -0.908  1.85     -1.679  2.40     -2.178
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          :       1.381            2.441            2.858
 

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
   775.3    49.9  6.858  261.5    5.6   4.75   7103.3  0.029T 1.00       -       -     -     -  
H/2     :   2.59
   859.9    49.9  6.966  261.4    5.7   4.82   7213.1  0.029T 1.00       -       -     -     -  
0.1L    :  11.97
  3656.6    51.7 10.416  257.8    8.4   7.11  10774.7  0.019T 1.00   1113.9  1113.9    9.67    -  
0.2L    :  24.60
  6655.9    54.1 10.416  258.3    8.4   7.13  11328.4  0.019T 1.00    652.7   652.7   17.35    -  
0.3L    :  37.23
  8771.0    56.5 10.416  258.8    8.4   7.14  11882.5  0.019T 1.00    352.0   352.0   33.76    -  
0.4L    :  49.87
 10035.2    57.7 10.416  259.0    8.4   7.15  12159.6  0.018T 1.00    176.1   176.1   69.05    -  
0.5L    :  62.50
 10427.8    57.7 10.416  259.0    8.4   7.15  12159.6  0.018T 1.00    108.8   108.8  111.73    -  
0.6L    :  75.13
 10035.2    57.7 10.416  259.0    8.4   7.15  12159.6  0.018T 1.00    176.1   176.1   69.05    -  
0.7L    :  87.77
  8771.0    56.5 10.416  258.8    8.4   7.14  11882.5  0.019T 1.00    352.0   352.0   33.76    -  
0.8L    : 100.40
  6655.9    54.1 10.416  258.3    8.4   7.13  11328.4  0.019T 1.00    652.7   652.7   17.35    -  
0.9L    : 113.03
  3656.6    51.7 10.416  257.8    8.4   7.11  10774.7  0.019T 1.00   1113.9  1113.9    9.67    -  
H/2     : 122.41
   859.9    49.9  6.966  261.4    5.7   4.82   7213.1  0.029T 1.00       -       -     -     -  
Transfer: 122.67
   775.3    49.9  6.858  261.5    5.6   4.75   7103.3  0.029T 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 1-24; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.093
        M   2.00 Fb     0.118
 
  2   2 E  50.00 Ft     0.405
        M  10.00 Fb     0.062
 
  3   2 E  48.00 Ft     0.699
        M   8.00 Fb     0.021
 
  4   2 E  46.00 Ft     0.975
        M   6.00 Fb    -0.007
 
  5   2 E  44.00 Ft     1.234
        M   4.00 Fb    -0.021
 
  6   2 E  42.00 Ft     1.475
        M   2.00 Fb    -0.021
 
  7   2 E   8.00 Ft     1.443
        M   8.00 Fb     0.197
 
  8   2 E   6.00 Ft     1.393
        M   6.00 Fb     0.429
 
  9   2 E   6.00 Ft     1.343
        M   6.00 Fb     0.661
 
 10   2 E   6.00 Ft     1.294
        M   6.00 Fb     0.892
 
 11   2 E   6.00 Ft     1.244
        M   6.00 Fb     1.124
 
 12   2 E   6.00 Ft     1.194
        M   6.00 Fb     1.356
 
 13   2 E   6.00 Ft     1.144
        M   6.00 Fb     1.588
 
 14   2 E   4.00 Ft     1.077
        M   4.00 Fb     1.834
 
 15   2 E   4.00 Ft     1.010
        M   4.00 Fb     2.079
 
 16   2 E   4.00 Ft     0.942
        M   4.00 Fb     2.325
 
 17   2 E   4.00 Ft     0.875
        M   4.00 Fb     2.571
 
 18   2 E   4.00 Ft     0.808
        M   4.00 Fb     2.816
 
 19   2 E   4.00 Ft     0.740
        M   4.00 Fb     3.062
 
 20   2 E   2.00 Ft     0.655
        M   2.00 Fb     3.322
 
 21   2 E   2.00 Ft     0.571
        M   2.00 Fb     3.581
 
 22   2 E   2.00 Ft     0.486
        M   2.00 Fb     3.841
 
 23   2 E   2.00 Ft     0.401
        M   2.00 Fb     4.101
 
 24   2 E   2.00 Ft     0.316
        M   2.00 Fb     4.360
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 126.33            Release Length, ft: 126.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  48
No. of strands, Draped:  10           No. of strands, Straight:  38
Concrete Strength, f'ci:   7.5  ksi        f'c:   8.5 ksi  f'ct   4.0 ksi
Initial losses:  9.33 %               Final losses: 13.69 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.361     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.316       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 12159.61    10427.78     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   0.253     Midspan
    Pre.Top:   5.100  -0.000     Bearing    3.825   3.372     Midspan
    Pre.Bot:   5.100  -0.000     Bearing    3.825   3.617    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.554  -0.000     Bearing
    Pre.Bot:  -0.554  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.400   2.064     Midspan
    Pre.Bot:                                                             3.400   1.721    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  62.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       6.444  1.80     11.599  2.20     14.176
Self Wt.       :      -2.807  1.85     -5.193  2.40     -6.737
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       3.636            6.405            7.439
 
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  125.00
     DC  Line       0.076      0.00       0.076  125.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    42.50 
      0.25    82.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 126.333 ft
Release length = 126.333 ft
Design  length = 125.000 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)  : 0.689   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.928   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.022   (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           1351.3 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           666935 in4#
Ht. of c.g.           =        24.64 in             39.64 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 = 0.7798

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59    11.97    24.60    37.23    49.87    62.50
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    759.1    794.9    794.9    794.9    794.9    794.9    794.9    794.9
  Yb      ,  in    24.48    23.93    23.92    23.82    23.68    23.55    23.48    23.48
  MI(Ixx) , in4   287280   292422   292475   294504   297669   301327   303340   303340
Composite: (At Final, using Ec =  5471.1 ksi )
  Area    , in2   1361.0   1395.1   1395.1   1395.1   1395.1   1395.1   1395.1   1395.1
  Yb      ,  in    39.45    38.78    38.78    38.73    38.65    38.58    38.54    38.54
  MI(Ixx) , in4   673908   698559   698673   702907   709033   715641   719126   719126

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.50 ksi           4.00 ksi
  Elasticity         =    5471.07 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.10 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.83 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.55 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  48 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 44.22 ft from member end )
END PATTERN (Ycg = 12.92 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in
     2 @ 42.000 in     2 @ 44.000 in     2 @ 46.000 in     2 @ 48.000 in
     2 @ 50.000 in
 
MID PATTERN (Ycg = 4.58 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in

 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =   10.42 in2      Initial Pull          =     2041.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.448 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.310 ft
Holddown Force        =  31.976 kips     Beam Shrtng (PL/AE)   =      0.742 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)       
--------------------------------------------------------------------------------------
      6066.507         740 4489.215     24.331 98540.188  1527.664     799.680        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      1.5000    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.5000      2.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.7500      3.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      17.6670     25.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      25.6670     33.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      33.1670     93.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      93.1663    100.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00     100.6663    108.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00     108.6663    120.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     120.6663    123.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00     123.1663    123.5833    Yes
      2      US#6[M19]       60.00        0.88       3.00     123.5833    124.8333    Yes
      2      US#6[M19]       60.00        0.88       2.75     124.8333    126.2083    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 126.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 10.4160 in2       Ycg =  4.58 in
         P_init    =     2041.7 kips  Ecc = 20.06 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.28 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.367 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.01 ksi    0.00 ksi
    due to Composite Loads                                 -2.65 ksi    0.00 ksi
    due to Live Loads                                      -7.31 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        16.04 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.28 ksi  ( 9.33 %)             8.53 ksi ( 4.35 %)
Total Prestress Losses                                    26.81 ksi (13.68 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   111.6   123.8   527.5   963.2  1274.5  1461.2  1523.4
(Max)       V      48.8    46.9    46.7    39.4    29.6    19.7     9.9     0.0
DL-Prec.  : M       0.0    16.0    17.7    75.5   137.8   182.3   209.0   217.9
DC(Max)     V       7.0     6.7     6.7     5.6     4.2     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   115.2   127.8   544.3   993.9  1315.0  1507.7  1571.9
Haunch (Max)V      50.3    48.4    48.2    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.6     3.0     6.2     9.3    10.6    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    42.4    47.0   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.7    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    23.4    25.9   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.8     8.3     6.2     4.1     2.1     0.0
LL + I    : M+      0.0   234.4   260.0  1103.0  1999.3  2620.4  2990.8  3096.2
            V     131.5   128.0   127.6   113.8    95.8    77.7    52.5     9.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   131.5   128.0   127.7   113.9    97.2    81.2    66.1    51.9
            M      -0.0   231.3   256.4  1066.9  1870.8  2367.6  2581.5  2536.6
Total     : M+      0.0   543.5   602.9  2563.9  4667.6  6152.0  7039.7  7317.2
            V     266.4   258.0   257.0   223.0   177.7   132.5    79.7     9.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   266.4   258.0   257.0   223.1   179.1   136.0    93.4    51.9
            M      -0.0   540.4   599.3  2527.8  4539.1  5899.2  6630.4  6757.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.41  122.67  125.00
Self wt.  : M    1461.2  1274.5   963.2   527.5   123.8   111.6     0.0
(Max)       V       9.9    19.7    29.6    39.4    46.7    46.9    48.8
DL-Prec.  : M     209.0   182.3   137.8    75.5    17.7    16.0     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     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    1507.7  1315.0   993.9   544.3   127.8   115.2     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    48.2    48.4    50.3
Diaphragm : M      10.6     9.3     6.2     3.0     0.6     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     554.5   483.6   365.5   200.2    47.0    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.7    17.8    18.5
DL-Comp   : M     306.0   266.9   201.7   110.5    25.9    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.8     9.8    10.2
LL + I    : M+   2990.8  2620.4  1999.3  1103.0   260.0   234.4     0.0
            V      52.5    77.7    95.8   113.8   127.6   128.0   131.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    66.1    81.2    97.2   113.9   127.7   128.0   131.5
            M    2581.5  2367.6  1870.8  1066.9   256.4   231.3     0.0
Total     : M+   7039.7  6152.0  4667.6  2563.9   602.9   543.5     0.0
            V      79.7   132.5   177.7   223.0   257.0   258.0   266.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    93.4   136.0   179.1   223.1   257.0   258.0   266.4
            M    6630.4  5899.2  4539.1  2527.8   599.3   540.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               48.8             48.8
Deck+Haunch            50.3             50.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.0              7.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           51.0             51.0
Live                  106.6            106.6
        Truck          66.6             66.6
        Lane           40.0             40.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   111.6   123.8   527.5   963.2  1274.5  1461.2  1523.4
(Max)       V      48.8    46.9    46.7    39.4    29.6    19.7     9.9     0.0
DL-Prec.  : M       0.0    16.0    17.7    75.5   137.8   182.3   209.0   217.9
DC(Max)     V       7.0     6.7     6.7     5.6     4.2     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   115.2   127.8   544.3   993.9  1315.0  1507.7  1571.9
Haunch (Max)V      50.3    48.4    48.2    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.6     3.0     6.2     9.3    10.6    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    42.4    47.0   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.7    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    23.4    25.9   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.8     8.3     6.2     4.1     2.1     0.0
LL + I    : M+      0.0   187.6   208.0   882.4  1599.5  2096.3  2392.6  2477.0
            V     105.2   102.4   102.1    91.1    76.6    62.2    42.0     7.3
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   105.2   102.4   102.1    91.1    77.7    65.0    52.9    41.5
            M      -0.0   185.1   205.2   853.5  1496.7  1894.1  2065.2  2029.3
Total     : M+      0.0   496.6   550.9  2343.3  4267.7  5627.9  6441.6  6698.0
            V     240.2   232.4   231.5   200.3   158.6   116.9    69.2     7.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   240.2   232.4   231.5   200.3   159.7   119.7    80.1    41.5
            M      -0.0   494.2   548.0  2314.4  4165.0  5425.7  6114.1  6250.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.41  122.67  125.00
Self wt.  : M    1461.2  1274.5   963.2   527.5   123.8   111.6     0.0
(Max)       V       9.9    19.7    29.6    39.4    46.7    46.9    48.8
DL-Prec.  : M     209.0   182.3   137.8    75.5    17.7    16.0     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     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    1507.7  1315.0   993.9   544.3   127.8   115.2     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    48.2    48.4    50.3
Diaphragm : M      10.6     9.3     6.2     3.0     0.6     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     554.5   483.6   365.5   200.2    47.0    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.7    17.8    18.5
DL-Comp   : M     306.0   266.9   201.7   110.5    25.9    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.8     9.8    10.2
LL + I    : M+   2392.6  2096.3  1599.5   882.4   208.0   187.6     0.0
            V      42.0    62.2    76.6    91.1   102.1   102.4   105.2
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    52.9    65.0    77.7    91.1   102.1   102.4   105.2
            M    2065.2  1894.1  1496.7   853.5   205.2   185.1     0.0
Total     : M+   6441.6  5627.9  4267.7  2343.3   550.9   496.6     0.0
            V      69.2   116.9   158.6   200.3   231.5   232.4   240.2
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    80.1   119.7   159.7   200.3   231.5   232.4   240.2
            M    6114.1  5425.7  4165.0  2314.4   548.0   494.2     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   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   139.5   154.8   659.4  1204.0  1593.1  1826.5  1904.3
(Max)       V      60.9    58.7    58.4    49.3    37.0    24.6    12.3     0.0
Self wt.  : M       0.0   100.5   111.4   474.8   866.9  1147.0  1315.1  1371.1
(Min)       V      43.9    42.2    42.1    35.5    26.6    17.7     8.9     0.0
DL-Prec.  : M       0.0    20.0    22.1    94.3   172.2   227.9   261.3   272.4
DC(Max)     V       8.7     8.4     8.4     7.0     5.3     3.5     1.8     0.0
DL-Prec.  : M       0.0    14.4    15.9    67.9   124.0   164.1   188.1   196.1
DC(Min)     V       6.3     6.0     6.0     5.1     3.8     2.5     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   144.0   159.7   680.4  1242.4  1643.8  1884.6  1964.9
Haunch (Max)V      62.9    60.5    60.3    50.8    38.1    25.4    12.7     0.0
Deck +    : M       0.0   103.7   115.0   489.9   894.5  1183.5  1356.9  1414.7
Haunch (Min)V      45.3    43.6    43.4    36.6    27.5    18.3     9.2     0.0
Diaphragm : M       0.0     0.7     0.8     3.7     7.7    11.6    13.3    13.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
Diaphragm : M       0.0     0.5     0.6     2.7     5.5     8.4     9.6     9.6
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    53.0    58.7   250.2   456.9   604.6   693.1   722.7
DC(Max)     V      23.1    22.3    22.2    18.7    14.0     9.3     4.7     0.0
DL-Comp   : M       0.0    38.1    42.3   180.2   329.0   435.3   499.1   520.3
DC(Min)     V      16.7    16.0    16.0    13.5    10.1     6.7     3.4     0.0
DL-Comp   : M       0.0    35.1    38.9   165.7   302.5   400.3   458.9   478.5
DW(Max)     V      15.3    14.7    14.7    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    15.2    16.9    71.8   131.1   173.5   198.9   207.3
DW(Min)     V       6.6     6.4     6.4     5.4     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   410.3   455.1  1930.2  3498.8  4585.7  5233.8  5418.4
            V     230.1   224.1   223.4   199.2   167.6   136.0    91.8    15.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   230.1   224.1   223.4   199.3   170.0   142.2   115.7    90.7
            M      -0.0   404.8   448.8  1867.0  3274.0  4143.4  4517.6  4439.1
Total     : M+      0.0   802.5   890.1  3783.9  6884.6  9066.9 10371.5 10774.4
            V     401.3   388.9   387.6   337.8   271.6   205.5   126.4    15.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   401.3   389.0   387.6   337.9   274.0   211.6   150.3    90.7
            M      -0.0   797.0   883.8  3720.8  6659.7  8624.5  9655.3  9795.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.41  122.67  125.00
Self wt.  : M    1826.5  1593.1  1204.0   659.4   154.8   139.5     0.0
(Max)       V      12.3    24.6    37.0    49.3    58.4    58.7    60.9
Self wt.  : M    1315.1  1147.0   866.9   474.8   111.4   100.5     0.0
(Min)       V       8.9    17.7    26.6    35.5    42.1    42.2    43.9
DL-Prec.  : M     261.3   227.9   172.2    94.3    22.1    20.0     0.0
DC(Max)     V       1.8     3.5     5.3     7.0     8.4     8.4     8.7
DL-Prec.  : M     188.1   164.1   124.0    67.9    15.9    14.4     0.0
DC(Min)     V       1.3     2.5     3.8     5.1     6.0     6.0     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    1884.6  1643.8  1242.4   680.4   159.7   144.0     0.0
Haunch (Max)V      12.7    25.4    38.1    50.8    60.3    60.5    62.9
Deck +    : M    1356.9  1183.5   894.5   489.9   115.0   103.7     0.0
Haunch (Min)V       9.2    18.3    27.5    36.6    43.4    43.6    45.3
Diaphragm : M      13.3    11.6     7.7     3.7     0.8     0.7     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.6     8.4     5.5     2.7     0.6     0.5     0.0
(Min)       V       0.0     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     693.1   604.6   456.9   250.2    58.7    53.0     0.0
DC(Max)     V       4.7     9.3    14.0    18.7    22.2    22.3    23.1
DL-Comp   : M     499.1   435.3   329.0   180.2    42.3    38.1     0.0
DC(Min)     V       3.4     6.7    10.1    13.5    16.0    16.0    16.7
DL-Comp   : M     458.9   400.3   302.5   165.7    38.9    35.1     0.0
DW(Max)     V       3.1     6.2     9.3    12.4    14.7    14.7    15.3
DL-Comp   : M     198.9   173.5   131.1    71.8    16.9    15.2     0.0
DW(Min)     V       1.3     2.7     4.0     5.4     6.4     6.4     6.6
LL + I    : M+   5233.8  4585.7  3498.8  1930.2   455.1   410.3     0.0
            V      91.8   136.0   167.6   199.2   223.4   224.1   230.1
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   115.7   142.2   170.0   199.3   223.4   224.1   230.1
            M    4517.6  4143.4  3274.0  1867.0   448.8   404.8     0.0
Total     : M+  10371.5  9066.9  6884.6  3783.9   890.1   802.5     0.0
            V     126.4   205.5   271.6   337.8   387.6   388.9   401.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   150.3   211.6   274.0   337.9   387.6   389.0   401.3
            M    9655.3  8624.5  6659.7  3720.8   883.8   797.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               60.9             60.9
Deck+Haunch            62.9             62.9
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.7              8.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          115.6            115.6
DL-Comp.(DW)           76.6             76.6
Live                  186.6            186.6
        Truck         116.6            116.6
        Lane           70.0             70.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   111.6   123.8   527.5   963.2  1274.5  1461.2  1523.4
(Max)       V      48.8    46.9    46.7    39.4    29.6    19.7     9.9     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    16.0    17.7    75.5   137.8   182.3   209.0   217.9
DC(Max)     V       7.0     6.7     6.7     5.6     4.2     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   115.2   127.8   544.3   993.9  1315.0  1507.7  1571.9
Haunch (Max)V      50.3    48.4    48.2    40.7    30.5    20.3    10.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     3.0     6.2     9.3    10.6    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    42.4    47.0   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.7    15.0    11.2     7.5     3.7     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    23.4    25.9   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.8     8.3     6.2     4.1     2.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   224.6   249.1  1046.3  1865.7  2437.8  2745.2  2759.7
            V     126.5   123.6   123.3   111.7    96.9    73.3    58.5    22.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   126.5   123.6   123.3   111.7    96.9    82.1    67.3    52.5
            M       0.0   224.6   249.1  1046.3  1865.7  2392.2  2625.8  2566.5
Total     : M+      0.0   533.7   591.9  2507.2  4534.0  5969.4  6794.2  6980.7
            V     261.5   253.6   252.7   220.9   178.9   128.0    85.7    22.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   261.5   253.6   252.7   220.9   178.9   136.8    94.5    52.5
            M       0.0   533.7   591.9  2507.2  4534.0  5923.8  6674.8  6787.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.41  122.67  125.00
Self wt.  : M    1461.2  1274.5   963.2   527.5   123.8   111.6     0.0
(Max)       V       9.9    19.7    29.6    39.4    46.7    46.9    48.8
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     209.0   182.3   137.8    75.5    17.7    16.0     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     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    1507.7  1315.0   993.9   544.3   127.8   115.2     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    48.2    48.4    50.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      10.6     9.3     6.2     3.0     0.6     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     554.5   483.6   365.5   200.2    47.0    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.7    17.8    18.5
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     306.0   266.9   201.7   110.5    25.9    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.8     9.8    10.2
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+   2745.2  2437.8  1865.7  1046.3   249.1   224.6     0.0
            V      58.5    73.3    96.9   111.7   123.3   123.6   126.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    67.3    82.1    96.9   111.7   123.3   123.6   126.5
            M    2625.8  2392.2  1865.7  1046.3   249.1   224.6     0.0
Total     : M+   6794.2  5969.4  4534.0  2507.2   591.9   533.7     0.0
            V      85.7   128.0   178.9   220.9   252.7   253.6   261.5
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    94.5   136.8   178.9   220.9   252.7   253.6   261.5
            M    6674.8  5923.8  4534.0  2507.2   591.9   533.7     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   12.63   25.27   37.90   50.53   63.17   44.22
 
Beam-Self
Precast-top    0.178   0.689   1.217   1.585   1.804   1.879   1.713 
Bottom        -0.142  -0.544  -0.951  -1.226  -1.387  -1.445  -1.321 
 
Prestress
Precast-top    0.138  -0.211  -0.661  -1.099  -1.313  -1.313  -1.313 
Bottom         4.502   4.763   5.091   5.404   5.554   5.554   5.554 
 
Total
Precast-top    0.316   0.478   0.557   0.487   0.491   0.566   0.399 
Bottom         4.361   4.219   4.140   4.178   4.166   4.109   4.233 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.01 %)
             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   11.97   24.60   37.23   49.87   62.50
 
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   0.021   0.023   0.097   0.177   0.232   0.265   0.277 
Precast-top    0.046   0.437   0.464   1.312   2.140   2.611   2.930   3.103 
Bottom         0.913   3.634   3.609   2.821   2.052   1.608   1.317   1.168 
 

 
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   12.63   25.27   37.90   50.53   63.17   44.22
 
Beam-Self
Precast-top    0.178   0.689   1.217   1.585   1.804   1.879   1.713 
Bottom        -0.142  -0.544  -0.951  -1.226  -1.387  -1.445  -1.321 
 
Prestress
Precast-top    0.138  -0.211  -0.661  -1.099  -1.313  -1.313  -1.313 
Bottom         4.502   4.763   5.091   5.404   5.554   5.554   5.554 
 
Total
Precast-top    0.316   0.478   0.557   0.487   0.491   0.566   0.399 
Bottom         4.361   4.219   4.140   4.178   4.166   4.109   4.233 
 
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 = 13.01 %)
             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   11.97   24.60   37.23   49.87   62.50
 
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   11.97   24.60   37.23   49.87   62.50
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   0.081   0.090   0.376   0.669   0.871   0.980   0.990 
Precast-top    0.023   0.277   0.297   0.929   1.555   1.936   2.173   2.263 
Bottom         0.457   1.667   1.639   0.719  -0.195  -0.773  -1.107  -1.191 
 

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
    401.3    6.5   58.0    1.217   6.2   6.00e-3 50.0    409.7     1.701    3.840      0.00
      0.0    1.2   57.4     42.0 0.139      30.0 0.87    12.00     0.120    1.792 
Transfer:   3.00
    389.0    6.5   58.0    5.479  27.8  -0.08e-3 28.7    235.0     0.465    2.112      0.00
    797.0    5.4   55.3    189.0 0.132     169.4 5.11    12.00     0.120    1.832 
Critical:   5.25
    376.9    6.5   58.0    6.223  27.8  -0.12e-3 28.6    216.8     0.430    1.760      0.00
   1493.1    6.2   55.0    189.0 0.129     174.1 5.29    12.00     0.120    1.879 
0.1L    :  12.63
    337.9    6.5   56.7    8.680  27.8  -0.12e-3 28.6    181.7     0.377    0.827      0.00
   3720.8    8.5   52.5    189.0 0.120     166.0 5.28    24.00     0.120    1.576 
0.2L    :  25.27
    274.0    6.5   54.1   10.416  27.8  -0.03e-3 28.9    130.2     0.289    0.620      0.00
   6659.7    8.6   49.8    189.0 0.101     146.4 4.91    24.00     0.120    1.491 
0.3L    :  37.90
    211.6    6.5   56.5   10.416  27.8   0.67e-3 31.3    107.5     0.251    0.413      0.00
   8624.5    8.6   52.2    189.0 0.072      99.8 3.19    24.00     0.120    1.295 
0.4L    :  50.53
    150.3    6.5   57.7   10.416   0.0   1.19e-3 33.2     86.0     0.211    0.413      0.00
   9655.3    8.7   53.3    189.0 0.057      81.0 2.53    24.00     0.120    1.495 
0.5L    :  63.17
     90.7    6.5   57.7   10.416   0.0   1.10e-3 32.8     16.7     0.120    0.413      0.00
   9795.1    8.7   53.3    189.0 0.034      84.1 2.63    24.00     0.120    2.528 
0.6L    :  75.80
    150.3    6.5   57.7   10.416   0.0   1.19e-3 33.2     86.0     0.211    0.413      0.00
   9655.3    8.7   53.3    189.0 0.057      81.0 2.53    24.00     0.120    1.495 
0.7L    :  88.43
    211.6    6.5   56.5   10.416  27.8   0.67e-3 31.3    107.5     0.251    0.413      0.00
   8624.5    8.6   52.2    189.0 0.072      99.8 3.19    24.00     0.120    1.295 
0.8L    : 101.07
    274.0    6.5   54.1   10.416  27.8  -0.03e-3 28.9    130.2     0.289    0.620      0.00
   6659.7    8.6   49.8    189.0 0.101     146.4 4.91    24.00     0.120    1.491 
0.9L    : 113.70
    337.9    6.5   56.7    8.680  27.8  -0.12e-3 28.6    181.7     0.377    0.827      0.00
   3720.8    8.5   52.5    189.0 0.120     166.0 5.28    24.00     0.120    1.576 
Critical: 121.09
    376.9    6.5   58.0    6.223  27.8  -0.12e-3 28.6    216.8     0.430    1.760      0.00
   1493.1    6.2   55.0    189.0 0.129     174.1 5.29    12.00     0.120    1.879 
Transfer: 123.33
    389.0    6.5   58.0    5.479  27.8  -0.08e-3 28.7    235.0     0.465    2.112      0.00
    797.0    5.4   55.3    189.0 0.132     169.4 5.11    12.00     0.120    1.832 
Bearing : 125.67
    401.3    6.5   58.0    1.217   6.2   6.00e-3 50.0    409.7     1.701    3.840      0.00
      0.0    1.2   57.4     42.0 0.139      30.0 0.87    12.00     0.120    1.792 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 2041.74
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    4.08
 
 
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
    401.3      7.77     58.04    1.24       57.42    24.00      0.300      1.839      0.000      3.840 
Transfer:      2.33
    389.0      7.81     58.04    5.43       55.32    24.00      0.300      1.854      0.000      2.112 
Critical:      4.58
    377.1      7.62     58.04    6.16       54.96    24.00      0.300      1.791      0.000      1.760 
0.1L    :     11.97
    337.9      7.16     56.72    8.53       52.46    24.00      0.300      1.636      0.000      0.827 
0.2L    :     24.60
    274.0      6.11     54.10    8.58       49.80    24.00      0.300      1.288      0.000      0.620 
0.3L    :     37.23
    211.6      4.51     56.48    8.63       52.16    24.00      0.300      0.753      0.000      0.413 
0.4L    :     49.87
    150.3      3.13     57.67    8.65       53.34    24.00      0.300      0.294      0.000      0.413 
0.5L    :     62.50
     90.7      1.89     57.67    8.65       53.34    24.00      0.300      0.000      0.000      0.413 
0.6L    :     75.13
    150.3      3.13     57.67    8.65       53.34    24.00      0.300      0.294      0.000      0.413 
0.7L    :     87.77
    211.6      4.51     56.48    8.63       52.16    24.00      0.300      0.753      0.000      0.413 
0.8L    :    100.40
    274.0      6.11     54.10    8.58       49.80    24.00      0.300      1.288      0.000      0.620 
0.9L    :    113.03
    337.9      7.16     56.72    8.53       52.46    24.00      0.300      1.636      0.000      0.827 
Critical:    120.42
    377.1      7.62     58.04    6.16       54.96    24.00      0.300      1.791      0.000      1.760 
Transfer:    122.67
    389.0      7.81     58.04    5.43       55.32    24.00      0.300      1.854      0.000      2.112 
Bearing :    125.00
    401.3      7.77     58.04    1.24       57.42    24.00      0.300      1.839      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 = 11.97 ft
Prestress      :       2.289  1.80      4.120  2.20      5.036
Self Wt.       :      -0.908  1.85     -1.679  2.40     -2.178
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          :       1.381            2.441            2.858
 
At 0.2 x L = 24.60 ft
Prestress      :       4.104  1.80      7.388  2.20      9.030
Self Wt.       :      -1.699  1.85     -3.143  2.40     -4.078
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          :       2.405            4.245            4.952
 
At 0.3 x L = 37.23 ft
Prestress      :       5.389  1.80      9.700  2.20     11.856
Self Wt.       :      -2.298  1.85     -4.251  2.40     -5.515
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.091            5.449            6.341
 
At 0.4 x L = 49.87 ft
Prestress      :       6.165  1.80     11.098  2.20     13.564
Self Wt.       :      -2.673  1.85     -4.946  2.40     -6.416
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.492            6.152            7.148
 
At 0.5 x L = 62.50 ft
Prestress      :       6.444  1.80     11.599  2.20     14.176
Self Wt.       :      -2.807  1.85     -5.193  2.40     -6.737
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.636            6.405            7.439
 
At 0.6 x L = 75.13 ft
Prestress      :       6.165  1.80     11.098  2.20     13.564
Self Wt.       :      -2.673  1.85     -4.946  2.40     -6.416
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.492            6.152            7.148
 
At 0.7 x L = 87.77 ft
Prestress      :       5.389  1.80      9.700  2.20     11.856
Self Wt.       :      -2.298  1.85     -4.251  2.40     -5.515
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.091            5.449            6.341
 
At 0.8 x L = 100.40 ft
Prestress      :       4.104  1.80      7.388  2.20      9.030
Self Wt.       :      -1.699  1.85     -3.143  2.40     -4.078
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          :       2.405            4.245            4.952
 
At 0.9 x L = 113.03 ft
Prestress      :       2.289  1.80      4.120  2.20      5.036
Self Wt.       :      -0.908  1.85     -1.679  2.40     -2.178
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          :       1.381            2.441            2.858
 

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
   802.5    49.9  6.920  260.3    6.4   5.43   7083.0  0.025T 1.00       -       -     -     -  
H/2     :   2.59
   890.1    49.9  7.028  260.2    6.5   5.52   7190.8  0.025T 1.00       -       -     -     -  
0.1L    :  11.97
  3783.9    51.7 10.416  255.3   10.0   8.53  10570.2  0.015T 1.00   1154.9  1154.9    9.15    -  
0.2L    :  24.60
  6884.6    54.1 10.416  255.9   10.1   8.58  11120.1  0.015T 1.00    745.9   745.9   14.91    -  
0.3L    :  37.23
  9066.9    56.5 10.416  256.4   10.2   8.63  11670.6  0.015T 1.00    480.5   480.5   24.29    -  
0.4L    :  49.87
 10371.5    57.7 10.416  256.7   10.2   8.65  11946.0  0.015T 1.00    324.8   324.8   36.78    -  
0.5L    :  62.50
 10774.4    57.7 10.416  256.7   10.2   8.65  11946.0  0.015T 1.00    264.7   264.7   45.13    -  
0.6L    :  75.13
 10371.5    57.7 10.416  256.7   10.2   8.65  11946.0  0.015T 1.00    324.8   324.8   36.78    -  
0.7L    :  87.77
  9066.9    56.5 10.416  256.4   10.2   8.63  11670.6  0.015T 1.00    480.5   480.5   24.29    -  
0.8L    : 100.40
  6884.6    54.1 10.416  255.9   10.1   8.58  11120.1  0.015T 1.00    745.9   745.9   14.91    -  
0.9L    : 113.03
  3783.9    51.7 10.416  255.3   10.0   8.53  10570.2  0.015T 1.00   1154.9  1154.9    9.15    -  
H/2     : 122.41
   890.1    49.9  7.028  260.2    6.5   5.52   7190.8  0.025T 1.00       -       -     -     -  
Transfer: 122.67
   802.5    49.9  6.920  260.3    6.4   5.43   7083.0  0.025T 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 1-24; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.093
        M   2.00 Fb     0.118
 
  2   2 E  50.00 Ft     0.405
        M  10.00 Fb     0.062
 
  3   2 E  48.00 Ft     0.699
        M   8.00 Fb     0.021
 
  4   2 E  46.00 Ft     0.975
        M   6.00 Fb    -0.007
 
  5   2 E  44.00 Ft     1.234
        M   4.00 Fb    -0.021
 
  6   2 E  42.00 Ft     1.475
        M   2.00 Fb    -0.021
 
  7   2 E   8.00 Ft     1.443
        M   8.00 Fb     0.197
 
  8   2 E   6.00 Ft     1.393
        M   6.00 Fb     0.429
 
  9   2 E   6.00 Ft     1.343
        M   6.00 Fb     0.661
 
 10   2 E   6.00 Ft     1.294
        M   6.00 Fb     0.892
 
 11   2 E   6.00 Ft     1.244
        M   6.00 Fb     1.124
 
 12   2 E   6.00 Ft     1.194
        M   6.00 Fb     1.356
 
 13   2 E   6.00 Ft     1.144
        M   6.00 Fb     1.588
 
 14   2 E   4.00 Ft     1.077
        M   4.00 Fb     1.834
 
 15   2 E   4.00 Ft     1.010
        M   4.00 Fb     2.079
 
 16   2 E   4.00 Ft     0.942
        M   4.00 Fb     2.325
 
 17   2 E   4.00 Ft     0.875
        M   4.00 Fb     2.571
 
 18   2 E   4.00 Ft     0.808
        M   4.00 Fb     2.816
 
 19   2 E   4.00 Ft     0.740
        M   4.00 Fb     3.062
 
 20   2 E   2.00 Ft     0.655
        M   2.00 Fb     3.322
 
 21   2 E   2.00 Ft     0.571
        M   2.00 Fb     3.581
 
 22   2 E   2.00 Ft     0.486
        M   2.00 Fb     3.841
 
 23   2 E   2.00 Ft     0.401
        M   2.00 Fb     4.101
 
 24   2 E   2.00 Ft     0.316
        M   2.00 Fb     4.360
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 126.33            Release Length, ft: 126.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  48
No. of strands, Draped:  10           No. of strands, Straight:  38
Concrete Strength, f'ci:   7.5  ksi        f'c:   8.5 ksi  f'ct   4.0 ksi
Initial losses:  9.33 %               Final losses: 13.68 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.361     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.316       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 11946.04    10774.42     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   0.277     Midspan
    Pre.Top:   5.100  -0.000     Bearing    3.825   3.103     Midspan
    Pre.Bot:   5.100  -0.000     Bearing    3.825   3.634    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.554  -0.000     Bearing
    Pre.Bot:  -0.554  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.400   2.263     Midspan
    Pre.Bot:                                                             3.400   1.667    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  62.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       6.444  1.80     11.599  2.20     14.176
Self Wt.       :      -2.807  1.85     -5.193  2.40     -6.737
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       3.636            6.405            7.439
 
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

