 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTD50 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 50 feet, girder spacing is 9.25 feet, and deck overhang width is 3 feet 
                     and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) Straight Strands only.
                     (9) The beam lifting and supporting points are both assumed are 2 feet and 2.5 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 4.5 ksi and 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_f697.tmp\BTD50_\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 =   3607428.75
 
SPAN DATA
---------
Precast length    , ft =     51.333
Bearing-to-bearing, ft =     50.000
Release span      , ft =     51.333
 
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      =      5.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4592.230        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      4.500 
Eci ,ksi      =   4435.310
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   50.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   50.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   50.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   50.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   50.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   50.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   50.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   50.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   50.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   50.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   50.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   27.500
   1    2        0.500   27.500
   1    3        0.500   27.500
   1    4        0.500   27.500
   1    5        0.250   27.500
 
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   50.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   50.00   Right Barrier Weight
   1    DC Line        0.052    0.00       0.052   50.00   Left Sidewalk
   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    0.100     0.045 OK     
 
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              4.50 ksi 
  Elasticity          4435.3 ksi 
  Max comp              2.93 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.51 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      5.00 ksi    4.00 ksi 
  Elasticity 4592.23 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.00 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.25 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    2.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.42 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    4.50        5.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    4.50        5.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 17.97 ft from member end )
 
END PATTERN (Ycg = 4.00 in):
 
  6 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    3.00  0.1250  0.3750 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.3750  2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  2.2500  2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.6670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  7.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.1670 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.1670 15.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 15.1670 36.1660 Yes       
       2 US#5[M16]  60.0  0.62   15.00 36.1660 41.1660 Yes       
       2 US#5[M16]  60.0  0.62   12.00 41.1660 44.1660 Yes       
       2 US#5[M16]  60.0  0.62    9.00 44.1660 45.6660 Yes       
       2 US#6[M19]  60.0  0.88    6.00 45.6660 48.6660 Yes       
       2 US#6[M19]  60.0  0.88    5.00 48.6660 49.0830 Yes       
       2 US#6[M19]  60.0  0.88    4.50 49.0830 50.9580 Yes       
       2 US#6[M19]  60.0  0.88    3.00 50.9580 51.2080 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 51.3330       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:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 17.97 ft from member end )
 
END PATTERN (Ycg = 4.00 in):
 
  6 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    3.00  0.1250  0.3750 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.3750  2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  2.2500  2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.6670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  7.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.1670 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.1670 15.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 15.1670 36.1660 Yes       
       2 US#5[M16]  60.0  0.62   15.00 36.1660 41.1660 Yes       
       2 US#5[M16]  60.0  0.62   12.00 41.1660 44.1660 Yes       
       2 US#5[M16]  60.0  0.62    9.00 44.1660 45.6660 Yes       
       2 US#6[M19]  60.0  0.88    6.00 45.6660 48.6660 Yes       
       2 US#6[M19]  60.0  0.88    5.00 48.6660 49.0830 Yes       
       2 US#6[M19]  60.0  0.88    4.50 49.0830 50.9580 Yes       
       2 US#6[M19]  60.0  0.88    3.00 50.9580 51.2080 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 51.3330       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:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 17.97 ft from member end )
 
END PATTERN (Ycg = 4.00 in):
 
  6 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    3.00  0.1250  0.3750 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.3750  2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  2.2500  2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.6670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  7.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.1670 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.1670 15.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 15.1670 36.1660 Yes       
       2 US#5[M16]  60.0  0.62   15.00 36.1660 41.1660 Yes       
       2 US#5[M16]  60.0  0.62   12.00 41.1660 44.1660 Yes       
       2 US#5[M16]  60.0  0.62    9.00 44.1660 45.6660 Yes       
       2 US#6[M19]  60.0  0.88    6.00 45.6660 48.6660 Yes       
       2 US#6[M19]  60.0  0.88    5.00 48.6660 49.0830 Yes       
       2 US#6[M19]  60.0  0.88    4.50 49.0830 50.9580 Yes       
       2 US#6[M19]  60.0  0.88    3.00 50.9580 51.2080 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 51.3330       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:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 17.97 ft from member end )
 
END PATTERN (Ycg = 4.00 in):
 
  6 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    3.00  0.1250  0.3750 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.3750  2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  2.2500  2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.6670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  7.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.1670 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.1670 15.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 15.1670 36.1660 Yes       
       2 US#5[M16]  60.0  0.62   15.00 36.1660 41.1660 Yes       
       2 US#5[M16]  60.0  0.62   12.00 41.1660 44.1660 Yes       
       2 US#5[M16]  60.0  0.62    9.00 44.1660 45.6660 Yes       
       2 US#6[M19]  60.0  0.88    6.00 45.6660 48.6660 Yes       
       2 US#6[M19]  60.0  0.88    5.00 48.6660 49.0830 Yes       
       2 US#6[M19]  60.0  0.88    4.50 49.0830 50.9580 Yes       
       2 US#6[M19]  60.0  0.88    3.00 50.9580 51.2080 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 51.3330       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:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 17.97 ft from member end )
 
END PATTERN (Ycg = 4.00 in):
 
  6 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    3.00  0.1250  0.3750 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.3750  2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  2.2500  2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.6670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  7.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.1670 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.1670 15.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 15.1670 36.1660 Yes       
       2 US#5[M16]  60.0  0.62   15.00 36.1660 41.1660 Yes       
       2 US#5[M16]  60.0  0.62   12.00 41.1660 44.1660 Yes       
       2 US#5[M16]  60.0  0.62    9.00 44.1660 45.6660 Yes       
       2 US#6[M19]  60.0  0.88    6.00 45.6660 48.6660 Yes       
       2 US#6[M19]  60.0  0.88    5.00 48.6660 49.0830 Yes       
       2 US#6[M19]  60.0  0.88    4.50 49.0830 50.9580 Yes       
       2 US#6[M19]  60.0  0.88    3.00 50.9580 51.2080 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 51.3330       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   50.00
     DC  Line       0.052      0.00       0.052   50.00
     DC  Line       0.076      0.00       0.076   50.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    27.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 51.333 ft
Release length = 51.333 ft
Design  length = 50.000 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)  : 0.869   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.888   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.978   (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           1466.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           704468 in4#
Ht. of c.g.           =        24.64 in             41.11 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 = 0.9290

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     4.47     9.60    14.73    19.87    25.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    751.9    762.9    762.9    762.9    762.9    762.9    762.9    762.9
  Yb      ,  in    24.55    24.26    24.26    24.26    24.26    24.26    24.26    24.26
  MI(Ixx) , in4   287192   291767   291767   291767   291767   291767   291767   291767
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1469.6   1480.1   1480.1   1480.1   1480.1   1480.1   1480.1   1480.1
  Yb      ,  in    41.03    40.77    40.77    40.77    40.77    40.77    40.77    40.77
  MI(Ixx) , in4   708606   722963   722963   722963   722963   722963   722963   722963

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 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           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 17.97 ft from member end )
END PATTERN (Ycg = 4.00 in):
     6 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.932 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.915 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.093 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)       
-------------------------------------------------------------------------------------
       615.996         740 455.837      9.886 40039.828   704.432     324.935        
 
 
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       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.3750      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      7.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.1670     10.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.1670     15.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      15.1670     36.1660    Yes
      2      US#5[M16]       60.00        0.62      15.00      36.1660     41.1660    Yes
      2      US#5[M16]       60.00        0.62      12.00      41.1660     44.1660    Yes
      2      US#5[M16]       60.00        0.62       9.00      44.1660     45.6660    Yes
      2      US#6[M19]       60.00        0.88       6.00      45.6660     48.6660    Yes
      2      US#6[M19]       60.00        0.88       5.00      48.6660     49.0830    Yes
      2      US#6[M19]       60.00        0.88       4.50      49.0830     50.9580    Yes
      2      US#6[M19]       60.00        0.88       3.00      50.9580     51.2080    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 51.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg =  4.00 in
         P_init    =      510.4 kips  Ecc = 20.64 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     7.28 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.132 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.58 ksi    0.00 ksi
    due to Composite Loads                                 -0.56 ksi    0.00 ksi
    due to Live Loads                                      -2.70 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                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         6.20 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  7.28 ksi  ( 3.71 %)            14.67 ksi ( 7.48 %)
Total Prestress Losses                                    21.95 ksi (11.20 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.1 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    43.4    48.0    79.3   151.3   202.6   233.5   243.7
(Max)       V      19.5    17.7    17.5    16.0    12.0     8.0     4.0     0.0
DL-Prec.  : M       0.0     9.1    10.1    16.6    31.7    42.5    49.0    51.1
DC(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    44.8    49.5    81.8   156.1   209.1   240.9   251.5
Haunch (Max)V      20.1    18.2    18.0    16.5    12.4     8.3     4.1     0.0
Diaphragm : M       0.0     0.3     0.3     0.5     1.1     1.7     2.2     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    17.0    18.8    31.2    59.4    79.6    91.7    95.8
DC(Max)     V       7.7     6.9     6.9     6.3     4.7     3.1     1.6     0.0
DL-Comp   : M       0.0     9.1    10.0    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
LL + I    : M+      0.0   177.6   196.1   321.9   598.1   774.3   876.3   890.8
            V      91.8    85.5    84.7    79.7    67.1    54.5    40.3    13.9
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    91.8    85.5    84.7    79.7    67.4    55.7    44.3    33.9
            M       0.0   179.9   198.3   321.9   575.7   730.1   783.2   753.0
Total     : M+      0.0   301.2   332.8   547.9  1029.4  1352.2  1542.5  1586.8
            V     147.4   135.8   134.6   125.3   101.3    77.4    51.8    14.1
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   147.4   135.8   134.6   125.3   101.7    78.6    55.8    34.0
            M       0.0   303.5   335.0   547.9  1006.9  1308.0  1449.3  1449.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.41   47.67   50.00
Self wt.  : M     233.5   202.6   151.3    79.3    48.0    43.4     0.0
(Max)       V       4.0     8.0    12.0    16.0    17.5    17.7    19.5
DL-Prec.  : M      49.0    42.5    31.7    16.6    10.1     9.1     0.0
DC(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     240.9   209.1   156.1    81.8    49.5    44.8     0.0
Haunch (Max)V       4.1     8.3    12.4    16.5    18.0    18.2    20.1
Diaphragm : M       2.7     2.0     1.3     0.6     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      91.7    79.6    59.4    31.2    18.8    17.0     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     6.9     6.9     7.7
DL-Comp   : M      48.9    42.4    31.7    16.6    10.0     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
LL + I    : M+    876.3   774.3   598.1   321.9   196.1   177.6     0.0
            V      40.3    54.5    67.1    79.7    84.7    85.5    91.8
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    44.3    55.7    67.4    79.7    84.7    85.5    91.8
            M     783.2   730.1   575.7   321.9   198.3   179.9    -0.0
Total     : M+   1543.0  1352.5  1029.6   548.1   332.9   301.3     0.0
            V      51.8    77.4   101.4   125.3   134.6   135.9   147.4
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    55.9    78.6   101.7   125.3   134.6   135.9   147.4
            M    1449.8  1308.4  1007.2   548.1   335.1   303.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               19.5             19.5
Deck+Haunch            20.1             20.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.1              4.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           38.3             38.3
DL-Comp.(DW)           20.4             20.4
Live                   74.6             74.6
        Truck          58.6             58.6
        Lane           16.0             16.0
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    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    43.4    48.0    79.3   151.3   202.6   233.5   243.7
(Max)       V      19.5    17.7    17.5    16.0    12.0     8.0     4.0     0.0
DL-Prec.  : M       0.0     9.1    10.1    16.6    31.7    42.5    49.0    51.1
DC(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    44.8    49.5    81.8   156.1   209.1   240.9   251.5
Haunch (Max)V      20.1    18.2    18.0    16.5    12.4     8.3     4.1     0.0
Diaphragm : M       0.0     0.3     0.3     0.5     1.1     1.7     2.2     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    17.0    18.8    31.2    59.4    79.6    91.7    95.8
DC(Max)     V       7.7     6.9     6.9     6.3     4.7     3.1     1.6     0.0
DL-Comp   : M       0.0     9.1    10.0    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
LL + I    : M+      0.0   142.1   156.9   257.5   478.5   619.4   701.1   712.7
            V      73.4    68.4    67.8    63.7    53.7    43.6    32.2    11.2
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    73.4    68.4    67.8    63.7    54.0    44.6    35.5    27.1
            M       0.0   143.9   158.7   257.5   460.6   584.1   626.5   602.4
Total     : M+      0.0   265.7   293.6   483.6   909.7  1197.3  1367.2  1408.6
            V     129.0   118.8   117.6   109.4    87.9    66.5    43.7    11.3
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   129.0   118.8   117.6   109.4    88.2    67.5    47.0    27.2
            M       0.0   267.5   295.3   483.6   891.8  1162.0  1292.7  1298.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.41   47.67   50.00
Self wt.  : M     233.5   202.6   151.3    79.3    48.0    43.4     0.0
(Max)       V       4.0     8.0    12.0    16.0    17.5    17.7    19.5
DL-Prec.  : M      49.0    42.5    31.7    16.6    10.1     9.1     0.0
DC(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     240.9   209.1   156.1    81.8    49.5    44.8     0.0
Haunch (Max)V       4.1     8.3    12.4    16.5    18.0    18.2    20.1
Diaphragm : M       2.7     2.0     1.3     0.6     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      91.7    79.6    59.4    31.2    18.8    17.0     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     6.9     6.9     7.7
DL-Comp   : M      48.9    42.4    31.7    16.6    10.0     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
LL + I    : M+    701.1   619.4   478.5   257.5   156.9   142.1     0.0
            V      32.2    43.6    53.7    63.7    67.8    68.4    73.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.5    44.6    54.0    63.7    67.8    68.4    73.4
            M     626.5   584.1   460.6   257.5   158.7   143.9    -0.0
Total     : M+   1367.7  1197.7   910.0   483.7   293.6   265.8     0.0
            V      43.7    66.5    88.0   109.4   117.6   118.8   129.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    47.0    67.5    88.3   109.4   117.6   118.8   129.0
            M    1293.2  1162.4   892.0   483.7   295.4   267.6    -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    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    54.2    59.9    99.2   189.1   253.3   291.8   304.7
(Max)       V      24.4    22.1    21.8    20.0    15.0    10.0     5.0     0.0
Self wt.  : M       0.0    39.0    43.2    71.4   136.1   182.4   210.1   219.4
(Min)       V      17.6    15.9    15.7    14.4    10.8     7.2     3.6     0.0
DL-Prec.  : M       0.0    11.4    12.6    20.8    39.7    53.1    61.2    63.9
DC(Max)     V       5.1     4.6     4.6     4.2     3.1     2.1     1.0     0.0
DL-Prec.  : M       0.0     8.2     9.1    15.0    28.5    38.2    44.1    46.0
DC(Min)     V       3.7     3.3     3.3     3.0     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    55.9    61.9   102.3   195.1   261.4   301.1   314.4
Haunch (Max)V      25.2    22.8    22.5    20.7    15.5    10.3     5.2     0.0
Deck +    : M       0.0    40.3    44.5    73.7   140.5   188.2   216.8   226.4
Haunch (Min)V      18.1    16.4    16.2    14.9    11.2     7.4     3.7     0.0
Diaphragm : M       0.0     0.3     0.4     0.6     1.4     2.1     2.8     3.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.3     0.5     1.0     1.5     2.0     2.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.3    23.5    38.9    74.3    99.5   114.6   119.7
DC(Max)     V       9.6     8.7     8.6     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    15.3    17.0    28.0    53.5    71.6    82.5    86.2
DC(Min)     V       6.9     6.3     6.2     5.7     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0    13.6    15.1    24.9    47.5    63.6    73.3    76.6
DW(Max)     V       6.1     5.6     5.5     5.0     3.8     2.5     1.3     0.0
DL-Comp   : M       0.0     5.9     6.5    10.8    20.6    27.6    31.8    33.2
DW(Min)     V       2.7     2.4     2.4     2.2     1.6     1.1     0.5     0.0
LL + I    : M+      0.0   310.8   343.2   563.3  1046.7  1355.0  1533.6  1559.0
            V     160.7   149.6   148.3   139.4   117.4    95.4    70.4    24.4
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   160.7   149.6   148.3   139.4   118.0    97.5    77.6    59.3
            M       0.0   314.8   347.1   563.3  1007.5  1277.7  1370.6  1317.8
Total     : M+      0.0   467.6   516.6   850.0  1593.7  2088.0  2378.5  2441.7
            V     231.1   213.5   211.5   197.3   160.8   124.4    85.0    24.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   231.1   213.5   211.5   197.3   161.5   126.6    92.2    59.4
            M       0.0   471.6   520.4   850.0  1554.4  2010.7  2215.5  2200.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.41   47.67   50.00
Self wt.  : M     291.8   253.3   189.1    99.2    59.9    54.2     0.0
(Max)       V       5.0    10.0    15.0    20.0    21.8    22.1    24.4
Self wt.  : M     210.1   182.4   136.1    71.4    43.2    39.0     0.0
(Min)       V       3.6     7.2    10.8    14.4    15.7    15.9    17.6
DL-Prec.  : M      61.2    53.1    39.7    20.8    12.6    11.4     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.6     4.6     5.1
DL-Prec.  : M      44.1    38.2    28.5    15.0     9.1     8.2     0.0
DC(Min)     V       0.8     1.5     2.3     3.0     3.3     3.3     3.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     301.1   261.4   195.1   102.3    61.9    55.9     0.0
Haunch (Max)V       5.2    10.3    15.5    20.7    22.5    22.8    25.2
Deck +    : M     216.8   188.2   140.5    73.7    44.5    40.3     0.0
Haunch (Min)V       3.7     7.4    11.2    14.9    16.2    16.4    18.1
Diaphragm : M       3.4     2.5     1.7     0.8     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.5     1.8     1.2     0.6     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     114.6    99.5    74.3    38.9    23.5    21.3     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     8.6     8.7     9.6
DL-Comp   : M      82.5    71.6    53.5    28.0    17.0    15.3     0.0
DC(Min)     V       1.4     2.8     4.2     5.7     6.2     6.3     6.9
DL-Comp   : M      73.3    63.6    47.5    24.9    15.1    13.6     0.0
DW(Max)     V       1.3     2.5     3.8     5.0     5.5     5.6     6.1
DL-Comp   : M      31.8    27.6    20.6    10.8     6.5     5.9     0.0
DW(Min)     V       0.5     1.1     1.6     2.2     2.4     2.4     2.7
LL + I    : M+   1533.6  1354.9  1046.7   563.3   343.2   310.8     0.0
            V      70.4    95.4   117.4   139.4   148.3   149.6   160.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    77.6    97.5   118.0   139.4   148.3   149.6   160.7
            M    1370.6  1277.7  1007.5   563.3   347.1   314.8    -0.0
Total     : M+   2379.1  2088.4  1594.0   850.2   516.7   467.7     0.0
            V      85.1   124.4   160.9   197.3   211.5   213.5   231.2
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    92.2   126.6   161.5   197.3   211.5   213.5   231.2
            M    2216.1  2011.2  1554.7   850.2   520.5   471.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.4             24.4
Deck+Haunch            25.2             25.2
Diaphragm               0.1              0.2
DL-Prec.(DC)            5.1              5.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           47.9             47.9
DL-Comp.(DW)           30.6             30.6
Live                  130.5            130.5
        Truck         102.5            102.5
        Lane           28.0             28.0
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    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    43.4    48.0    79.3   151.3   202.6   233.5   243.7
(Max)       V      19.5    17.7    17.5    16.0    12.0     8.0     4.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     9.1    10.1    16.6    31.7    42.5    49.0    51.1
DC(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    44.8    49.5    81.8   156.1   209.1   240.9   251.5
Haunch (Max)V      20.1    18.2    18.0    16.5    12.4     8.3     4.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     0.5     1.1     1.7     2.2     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    17.0    18.8    31.2    59.4    79.6    91.7    95.8
DC(Max)     V       7.7     6.9     6.9     6.3     4.7     3.1     1.6     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     9.1    10.0    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   155.1   171.0   277.3   494.6   616.4   696.0   714.9
            V      90.1    82.7    81.8    75.9    63.0    50.1    42.8    35.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    90.1    82.7    81.8    75.9    63.0    50.7    42.8    35.0
            M       0.0   155.1   171.0   277.3   494.6   611.1   696.0   714.9
Total     : M+      0.0   278.7   307.7   503.4   925.8  1194.3  1362.2  1410.9
            V     145.6   133.0   131.6   121.5    97.2    73.0    54.3    35.1
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   145.6   133.0   131.6   121.5    97.2    73.6    54.3    35.1
            M       0.0   278.7   307.7   503.4   925.8  1189.0  1362.2  1410.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.41   47.67   50.00
Self wt.  : M     233.5   202.6   151.3    79.3    48.0    43.4     0.0
(Max)       V       4.0     8.0    12.0    16.0    17.5    17.7    19.5
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      49.0    42.5    31.7    16.6    10.1     9.1     0.0
DC(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     240.9   209.1   156.1    81.8    49.5    44.8     0.0
Haunch (Max)V       4.1     8.3    12.4    16.5    18.0    18.2    20.1
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       2.7     2.0     1.3     0.6     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      91.7    79.6    59.4    31.2    18.8    17.0     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     6.9     6.9     7.7
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      48.9    42.4    31.7    16.6    10.0     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
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+    696.0   616.4   494.6   277.3   171.0   155.1     0.0
            V      42.8    50.1    63.0    75.9    81.8    82.7    90.1
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    42.8    50.7    63.0    75.9    81.8    82.7    90.1
            M     696.0   611.1   494.6   277.3   171.0   155.1     0.0
Total     : M+   1362.7  1194.7   926.1   503.5   307.8   278.8     0.0
            V      54.3    73.0    97.3   121.6   131.7   133.1   145.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    54.3    73.6    97.3   121.6   131.7   133.1   145.6
            M    1362.7  1189.4   926.1   503.5   307.8   278.8     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.13   10.27   15.40   20.53   25.67   17.97
 
Beam-Self
Precast-top    0.069   0.113   0.201   0.264   0.302   0.314   0.286 
Bottom        -0.056  -0.092  -0.164  -0.215  -0.246  -0.256  -0.233 
 
Prestress
Precast-top   -0.385  -0.385  -0.385  -0.385  -0.385  -0.385  -0.385 
Bottom         1.529   1.529   1.529   1.529   1.529   1.529   1.529 
 
Total
Precast-top   -0.316  -0.272  -0.184  -0.121  -0.083  -0.071  -0.099 
Bottom         1.472   1.436   1.365   1.313   1.283   1.272   1.295 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.95 %)
             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    4.47    9.60   14.73   19.87   25.00
 
Prestress
Precast-top   -0.079  -0.347  -0.347  -0.347  -0.347  -0.347  -0.347  -0.347
Bottom         0.315   1.377   1.377   1.377   1.377   1.377   1.377   1.377
 
Self wt.
Precast-top   -0.000   0.053   0.059   0.097   0.185   0.248   0.286   0.298
Bottom        -0.000  -0.043  -0.048  -0.079  -0.151  -0.202  -0.233  -0.243
 
DL-Prec (DC)
Precast-top   -0.000   0.011   0.012   0.020   0.039   0.052   0.060   0.063
Bottom        -0.000  -0.009  -0.010  -0.017  -0.032  -0.042  -0.049  -0.051
 
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   0.001   0.002   0.002   0.003   0.003
Bottom        -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.003  -0.003
 
Deck + Haunch
Precast-top   -0.000   0.055   0.061   0.100   0.191   0.256   0.295   0.308
Bottom        -0.000  -0.045  -0.049  -0.082  -0.156  -0.209  -0.240  -0.251
 
DL-Comp (DC)
Topping-top   -0.000   0.006   0.006   0.010   0.020   0.026   0.030   0.032
Precast-top   -0.000   0.004   0.004   0.007   0.013   0.017   0.020   0.021
Bottom        -0.000  -0.012  -0.013  -0.021  -0.040  -0.054  -0.062  -0.065
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.006   0.010   0.014   0.016   0.017
Precast-top   -0.000   0.002   0.002   0.004   0.007   0.009   0.011   0.011
Bottom        -0.000  -0.006  -0.007  -0.011  -0.021  -0.029  -0.033  -0.035
 
LL+I(+)
Topping-top   -0.000   0.059   0.065   0.107   0.198   0.256   0.290   0.295
Precast-top   -0.000   0.039   0.043   0.071   0.131   0.170   0.192   0.196
Bottom        -0.000  -0.120  -0.133  -0.218  -0.405  -0.524  -0.593  -0.603
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.067   0.075   0.122   0.228   0.297   0.337   0.344 
Precast-top   -0.079  -0.183  -0.165  -0.047   0.221   0.408   0.520   0.553 
Bottom         0.315   1.141   1.117   0.948   0.571   0.315   0.164   0.127 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.009   0.010   0.016   0.030   0.040   0.047   0.049 
Precast-top   -0.079  -0.222  -0.208  -0.118   0.090   0.238   0.328   0.357 
Bottom         0.315   1.262   1.249   1.166   0.975   0.839   0.757   0.729 
 

 
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    5.13   10.27   15.40   20.53   25.67   17.97
 
Beam-Self
Precast-top    0.069   0.113   0.201   0.264   0.302   0.314   0.286 
Bottom        -0.056  -0.092  -0.164  -0.215  -0.246  -0.256  -0.233 
 
Prestress
Precast-top   -0.385  -0.385  -0.385  -0.385  -0.385  -0.385  -0.385 
Bottom         1.529   1.529   1.529   1.529   1.529   1.529   1.529 
 
Total
Precast-top   -0.316  -0.272  -0.184  -0.121  -0.083  -0.071  -0.099 
Bottom         1.472   1.436   1.365   1.313   1.283   1.272   1.295 
 
As_top  , in2  1.334   1.089   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 =  9.95 %)
             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    4.47    9.60   14.73   19.87   25.00
 
Prestress
Precast-top   -0.079  -0.347  -0.347  -0.347  -0.347  -0.347  -0.347  -0.347
Bottom         0.315   1.377   1.377   1.377   1.377   1.377   1.377   1.377
 
Self wt.
Precast-top   -0.000   0.053   0.059   0.097   0.185   0.248   0.286   0.298
Bottom        -0.000  -0.043  -0.048  -0.079  -0.151  -0.202  -0.233  -0.243
 
DL-Prec (DC)
Precast-top   -0.000   0.011   0.012   0.020   0.039   0.052   0.060   0.063
Bottom        -0.000  -0.009  -0.010  -0.017  -0.032  -0.042  -0.049  -0.051
 
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   0.001   0.002   0.002   0.003   0.003
Bottom        -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.003  -0.003
 
Deck + Haunch
Precast-top   -0.000   0.055   0.061   0.100   0.191   0.256   0.295   0.308
Bottom        -0.000  -0.045  -0.049  -0.082  -0.156  -0.209  -0.240  -0.251
 
DL-Comp (DC)
Topping-top   -0.000   0.006   0.006   0.010   0.020   0.026   0.030   0.032
Precast-top   -0.000   0.004   0.004   0.007   0.013   0.017   0.020   0.021
Bottom        -0.000  -0.012  -0.013  -0.021  -0.040  -0.054  -0.062  -0.065
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.006   0.010   0.014   0.016   0.017
Precast-top   -0.000   0.002   0.002   0.004   0.007   0.009   0.011   0.011
Bottom        -0.000  -0.006  -0.007  -0.011  -0.021  -0.029  -0.033  -0.035
 
LL+I(+)
Topping-top   -0.000   0.047   0.052   0.085   0.159   0.205   0.232   0.236
Precast-top   -0.000   0.031   0.034   0.057   0.105   0.136   0.154   0.157
Bottom        -0.000  -0.096  -0.106  -0.174  -0.324  -0.419  -0.474  -0.482
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.056   0.062   0.101   0.189   0.246   0.279   0.285 
Precast-top   -0.079  -0.190  -0.174  -0.061   0.195   0.374   0.482   0.514 
Bottom         0.315   1.165   1.143   0.992   0.652   0.420   0.282   0.247 
 

 
 
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    4.47    9.60   14.73   19.87   25.00
F_LL+I(+)
Topping-top   -0.000   0.051   0.057   0.092   0.164   0.204   0.231   0.237
Precast-top   -0.000   0.034   0.038   0.061   0.109   0.135   0.153   0.157
Bottom        -0.000  -0.105  -0.116  -0.188  -0.335  -0.417  -0.471  -0.484
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.056   0.061   0.100   0.179   0.224   0.254   0.261 
Precast-top   -0.040  -0.077  -0.067   0.002   0.153   0.254   0.317   0.336 
Bottom         0.158   0.526   0.509   0.395   0.153   0.002  -0.093  -0.119 
 

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
    231.1    6.5   58.2    0.383   0.0   6.00e-3 50.0    233.5     0.958    2.347      0.08
      0.0    0.3   58.1     42.0 0.136      23.3 0.87    12.00     0.092    1.838 
Transfer:   3.00
    213.5    6.5   58.2    1.723   0.0   2.06e-3 36.2    187.4     0.477    1.760      0.00
    471.6    1.4   57.6    189.0 0.127      49.8 1.88    12.00     0.092    1.972 
Critical:   5.45
    194.8    6.5   58.2    1.966   0.0   0.32e-3 30.1    114.5     0.231    1.760      0.00
    907.8    1.6   57.5    189.0 0.116     102.0 3.86    24.00     0.092    2.157 
0.1L    :   5.13
    197.3    6.5   58.2    1.933   0.0   0.53e-3 30.9    128.5     0.267    1.760      0.00
    850.0    1.6   57.5    189.0 0.117      90.7 3.43    24.00     0.092    2.130 
0.2L    :  10.27
    161.5    6.5   58.2    2.440   0.0   0.38e-3 30.3     80.9     0.165    0.496      0.00
   1554.4    2.0   57.3    189.0 0.096      98.5 3.75    24.00     0.092    1.903 
0.3L    :  15.40
    126.6    6.5   58.2    2.604   0.0   0.76e-3 31.7     60.2     0.130    0.413      0.00
   2010.7    2.1   57.2    189.0 0.076      80.4 3.06    24.00     0.092    1.936 
0.4L    :  20.53
     92.2    6.5   58.2    2.604   0.0   0.87e-3 32.1     26.2     0.092    0.413      0.00
   2215.5    2.1   57.2    189.0 0.055      76.2 2.90    24.00     0.092    2.588 
0.5L    :  25.67
     59.4    6.5   58.2    2.604   0.0   0.39e-3 30.4      0.0     0.092    0.413      0.00
   2200.5    2.1   57.2    189.0 0.036      97.6 3.72    24.00     0.092    4.535 
0.6L    :  30.80
     92.2    6.5   58.2    2.604   0.0   0.88e-3 32.1     26.3     0.092    0.413      0.00
   2216.1    2.1   57.2    189.0 0.055      76.2 2.90    24.00     0.092    2.585 
0.7L    :  35.93
    126.6    6.5   58.2    2.604   0.0   0.76e-3 31.7     60.3     0.130    0.413      0.00
   2011.2    2.1   57.2    189.0 0.076      80.4 3.06    24.00     0.092    1.934 
0.8L    :  41.07
    161.5    6.5   58.2    2.440   0.0   0.38e-3 30.3     81.0     0.165    0.496      0.00
   1554.7    2.0   57.3    189.0 0.096      98.5 3.74    24.00     0.092    1.902 
0.9L    :  46.20
    197.3    6.5   58.2    1.933   0.0   0.53e-3 30.9    128.6     0.267    1.760      0.00
    850.2    1.6   57.5    189.0 0.117      90.6 3.43    24.00     0.092    2.130 
Critical:  45.88
    194.8    6.5   58.2    1.966   0.0   0.32e-3 30.1    114.6     0.232    1.760      0.00
    908.0    1.6   57.5    189.0 0.116     101.9 3.86    24.00     0.092    2.156 
Transfer:  48.33
    213.5    6.5   58.2    1.723   0.0   2.06e-3 36.2    187.4     0.477    1.760      0.00
    471.7    1.4   57.6    189.0 0.127      49.8 1.88    12.00     0.092    1.971 
Bearing :  50.67
    231.2    6.5   58.2    0.383   0.0   6.00e-3 50.0    233.6     0.958    2.347      0.08
      0.0    0.3   58.1     42.0 0.136      23.3 0.87    12.00     0.092    1.838 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.02
 
 
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
    231.1      4.42     58.25    0.31       58.09    24.00      0.300      0.724      0.000      2.347 
Transfer:      2.33
    213.5      4.12     58.25    1.39       57.55    24.00      0.300      0.624      0.000      1.760 
Critical:      4.79
    194.9      3.77     58.25    1.59       57.46    24.00      0.300      0.506      0.000      1.760 
0.1L    :      4.47
    197.3      3.81     58.25    1.56       57.47    24.00      0.300      0.522      0.000      1.760 
0.2L    :      9.60
    161.5      3.13     58.25    1.97       57.27    24.00      0.300      0.295      0.000      0.496 
0.3L    :     14.73
    126.6      2.46     58.25    2.10       57.20    24.00      0.300      0.070      0.000      0.413 
0.4L    :     19.87
     92.2      1.79     58.25    2.10       57.20    24.00      0.300      0.000      0.000      0.413 
0.5L    :     25.00
     59.4      1.15     58.25    2.10       57.20    24.00      0.300      0.000      0.000      0.413 
0.6L    :     30.13
     92.2      1.79     58.25    2.10       57.20    24.00      0.300      0.000      0.000      0.413 
0.7L    :     35.27
    126.6      2.46     58.25    2.10       57.20    24.00      0.300      0.070      0.000      0.413 
0.8L    :     40.40
    161.5      3.13     58.25    1.97       57.27    24.00      0.300      0.295      0.000      0.496 
0.9L    :     45.53
    197.3      3.82     58.25    1.56       57.47    24.00      0.300      0.522      0.000      1.760 
Critical:     45.21
    194.9      3.77     58.25    1.59       57.46    24.00      0.300      0.506      0.000      1.760 
Transfer:     47.67
    213.5      4.12     58.25    1.39       57.55    24.00      0.300      0.624      0.000      1.760 
Bearing :     50.00
    231.2      4.42     58.25    0.31       58.09    24.00      0.300      0.724      0.000      2.347 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.47 ft
Prestress      :       0.135  1.80      0.242  2.20      0.296
Self Wt.       :      -0.030  1.85     -0.055  2.40     -0.071
Deck + Haunch  :                       -0.024  2.30     -0.055
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.011
DL-Comp. (DW)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 9.60 ft
Prestress      :       0.241  1.80      0.434  2.20      0.530
Self Wt.       :      -0.056  1.85     -0.103  2.40     -0.134
Deck + Haunch  :                       -0.048  2.30     -0.111
DL-Prec. (DC)  :                       -0.010  3.00     -0.030
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.022
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 14.73 ft
Prestress      :       0.317  1.80      0.570  2.20      0.697
Self Wt.       :      -0.077  1.85     -0.142  2.40     -0.184
Deck + Haunch  :                       -0.068  2.30     -0.156
DL-Prec. (DC)  :                       -0.014  3.00     -0.041
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.010  3.00     -0.031
DL-Comp. (DW)  :                       -0.006  3.00     -0.017
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 19.87 ft
Prestress      :       0.362  1.80      0.652  2.20      0.797
Self Wt.       :      -0.090  1.85     -0.166  2.40     -0.215
Deck + Haunch  :                       -0.080  2.30     -0.185
DL-Prec. (DC)  :                       -0.016  3.00     -0.049
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.037
DL-Comp. (DW)  :                       -0.007  3.00     -0.020
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 25.00 ft
Prestress      :       0.377  1.80      0.679  2.20      0.830
Self Wt.       :      -0.094  1.85     -0.174  2.40     -0.226
Deck + Haunch  :                       -0.084  2.30     -0.194
DL-Prec. (DC)  :                       -0.017  3.00     -0.052
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.013  3.00     -0.039
DL-Comp. (DW)  :                       -0.007  3.00     -0.021
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 30.13 ft
Prestress      :       0.362  1.80      0.652  2.20      0.797
Self Wt.       :      -0.090  1.85     -0.166  2.40     -0.215
Deck + Haunch  :                       -0.080  2.30     -0.185
DL-Prec. (DC)  :                       -0.016  3.00     -0.049
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.037
DL-Comp. (DW)  :                       -0.007  3.00     -0.020
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 35.27 ft
Prestress      :       0.317  1.80      0.570  2.20      0.697
Self Wt.       :      -0.077  1.85     -0.142  2.40     -0.184
Deck + Haunch  :                       -0.068  2.30     -0.156
DL-Prec. (DC)  :                       -0.014  3.00     -0.041
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.010  3.00     -0.031
DL-Comp. (DW)  :                       -0.006  3.00     -0.017
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 40.40 ft
Prestress      :       0.241  1.80      0.434  2.20      0.530
Self Wt.       :      -0.056  1.85     -0.103  2.40     -0.134
Deck + Haunch  :                       -0.048  2.30     -0.111
DL-Prec. (DC)  :                       -0.010  3.00     -0.030
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.022
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 45.53 ft
Prestress      :       0.135  1.80      0.242  2.20      0.296
Self Wt.       :      -0.030  1.85     -0.055  2.40     -0.071
Deck + Haunch  :                       -0.024  2.30     -0.055
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.011
DL-Comp. (DW)  :                       -0.002  3.00     -0.006
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
   467.6    58.2  1.723  267.9    1.6   1.39   2213.4  0.107T 1.00       -       -     -     -  
H/2     :   2.59
   516.6    58.2  1.748  267.8    1.7   1.41   2245.7  0.106T 1.00       -       -     -     -  
0.1L    :   4.47
   850.0    58.2  1.933  267.6    1.8   1.56   2477.8  0.095T 1.00       -       -     -     -  
0.2L    :   9.60
  1593.7    58.2  2.440  267.0    2.3   1.97   3108.7  0.075T 1.00       -       -     -     -  
0.3L    :  14.73
  2088.0    58.2  2.604  266.8    2.5   2.10   3311.8  0.070T 1.00   3290.6  2777.0    1.01    -  
0.4L    :  19.87
  2378.5    58.2  2.604  266.8    2.5   2.10   3311.8  0.070T 1.00   3257.5  3163.4    1.02    -  
0.5L    :  25.00
  2441.7    58.2  2.604  266.8    2.5   2.10   3311.8  0.070T 1.00   3246.3  3246.3    1.02    -  
0.6L    :  30.13
  2379.1    58.2  2.604  266.8    2.5   2.10   3311.8  0.070T 1.00   3257.3  3164.3    1.02    -  
0.7L    :  35.27
  2088.4    58.2  2.604  266.8    2.5   2.10   3311.8  0.070T 1.00   3290.4  2777.6    1.01    -  
0.8L    :  40.40
  1594.0    58.2  2.440  267.0    2.3   1.97   3108.7  0.075T 1.00       -       -     -     -  
0.9L    :  45.53
   850.2    58.2  1.933  267.6    1.8   1.56   2477.8  0.095T 1.00       -       -     -     -  
H/2     :  47.41
   516.7    58.2  1.748  267.8    1.7   1.41   2245.7  0.106T 1.00       -       -     -     -  
Transfer:  47.67
   467.7    58.2  1.723  267.9    1.6   1.39   2213.4  0.107T 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 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.012
        M   2.00 Fb     0.212
 
  2   2 E   6.00 Ft    -0.059
        M   6.00 Fb     0.453
 
  3   2 E   6.00 Ft    -0.106
        M   6.00 Fb     0.694
 
  4   2 E   6.00 Ft    -0.153
        M   6.00 Fb     0.934
 
  5   2 E   2.00 Ft    -0.234
        M   2.00 Fb     1.203
 
  6   2 E   2.00 Ft    -0.316
        M   2.00 Fb     1.472
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 51.33            Release Length, ft: 51.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.71 %               Final losses: 11.20 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.472     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.316       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3311.75     2441.69     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   0.344     Midspan    1.800   0.049     Midspan
    Pre.Top:   3.000   0.553     Midspan    2.250   0.357     Midspan
    Pre.Bot:   3.000   1.141    Transfer    2.250   1.262    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.190    Transfer
    Pre.Bot:  -0.425   0.247     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.336     Midspan
    Pre.Bot:                                                             2.000   0.526    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  25.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.377  1.80      0.679  2.20      0.830
Self Wt.       :      -0.094  1.85     -0.174  2.40     -0.226
Deck + Haunch  :                       -0.084  2.30     -0.194
DL-Prec. (DC)  :                       -0.017  3.00     -0.052
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.013  3.00     -0.039
DL-Comp. (DW)  :                       -0.007  3.00     -0.021
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   50.00
     DC  Line       0.087      0.00       0.087   50.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    27.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 51.333 ft
Release length = 51.333 ft
Design  length = 50.000 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)  : 0.888   (Calculated)    
Live Moment (1  lane  loaded)  : 0.650   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.117   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.893   (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           1563.8 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           732138 in4#
Ht. of c.g.           =        24.64 in             42.18 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 = 0.9290

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     4.47     9.60    14.73    19.87    25.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    751.9    762.9    762.9    762.9    762.9    762.9    762.9    762.9
  Yb      ,  in    24.55    24.26    24.26    24.26    24.26    24.26    24.26    24.26
  MI(Ixx) , in4   287192   291767   291767   291767   291767   291767   291767   291767
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1566.8   1577.3   1577.3   1577.3   1577.3   1577.3   1577.3   1577.3
  Yb      ,  in    42.11    41.85    41.85    41.85    41.85    41.85    41.85    41.85
  MI(Ixx) , in4   736520   751730   751730   751730   751730   751730   751730   751730

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 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           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 17.97 ft from member end )
END PATTERN (Ycg = 4.00 in):
     6 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.962 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.953 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.093 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)       
-------------------------------------------------------------------------------------
       615.996         740 455.837      9.886 40039.828   704.432     324.935        
 
 
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       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.3750      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      7.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.1670     10.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.1670     15.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      15.1670     36.1660    Yes
      2      US#5[M16]       60.00        0.62      15.00      36.1660     41.1660    Yes
      2      US#5[M16]       60.00        0.62      12.00      41.1660     44.1660    Yes
      2      US#5[M16]       60.00        0.62       9.00      44.1660     45.6660    Yes
      2      US#6[M19]       60.00        0.88       6.00      45.6660     48.6660    Yes
      2      US#6[M19]       60.00        0.88       5.00      48.6660     49.0830    Yes
      2      US#6[M19]       60.00        0.88       4.50      49.0830     50.9580    Yes
      2      US#6[M19]       60.00        0.88       3.00      50.9580     51.2080    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 51.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg =  4.00 in
         P_init    =      510.4 kips  Ecc = 20.64 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     7.28 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.132 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.70 ksi    0.00 ksi
    due to Composite Loads                                 -0.55 ksi    0.00 ksi
    due to Live Loads                                      -2.73 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                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         6.20 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  7.28 ksi  ( 3.71 %)            14.52 ksi ( 7.41 %)
Total Prestress Losses                                    21.80 ksi (11.12 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.2 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    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    43.4    48.0    79.3   151.3   202.6   233.5   243.7
(Max)       V      19.5    17.7    17.5    16.0    12.0     8.0     4.0     0.0
DL-Prec.  : M       0.0     6.8     7.5    12.4    23.7    31.7    36.6    38.2
DC(Max)     V       3.1     2.8     2.7     2.5     1.9     1.3     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    50.8    56.2    92.9   177.2   237.4   273.5   285.6
Haunch (Max)V      22.8    20.7    20.5    18.8    14.1     9.4     4.7     0.0
Diaphragm : M       0.0     0.5     0.6     1.0     2.2     3.3     4.5     5.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    17.0    18.8    31.2    59.4    79.6    91.7    95.8
DC(Max)     V       7.7     6.9     6.9     6.3     4.7     3.1     1.6     0.0
DL-Comp   : M       0.0     9.1    10.0    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
LL + I    : M+      0.0   181.5   200.4   328.9   611.2   791.1   895.4   910.2
            V     104.9    97.6    96.8    91.0    76.6    62.2    46.0    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   104.9    97.6    96.8    91.0    77.0    63.7    50.6    38.7
            M       0.0   183.8   202.7   328.9   588.2   746.0   800.2   769.4
Total     : M+      0.0   309.1   341.5   562.3  1056.6  1388.2  1584.0  1630.1
            V     162.2   149.6   148.2   138.1   112.0    85.9    57.9    16.1
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   162.2   149.6   148.2   138.1   112.5    87.3    62.6    38.9
            M       0.0   311.4   343.8   562.3  1033.6  1343.2  1488.9  1489.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.41   47.67   50.00
Self wt.  : M     233.5   202.6   151.3    79.3    48.0    43.4     0.0
(Max)       V       4.0     8.0    12.0    16.0    17.5    17.7    19.5
DL-Prec.  : M      36.6    31.7    23.7    12.4     7.5     6.8     0.0
DC(Max)     V       0.6     1.3     1.9     2.5     2.7     2.8     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     273.5   237.4   177.2    92.9    56.2    50.8     0.0
Haunch (Max)V       4.7     9.4    14.1    18.8    20.5    20.7    22.8
Diaphragm : M       5.5     4.1     2.6     1.2     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M      91.7    79.6    59.4    31.2    18.8    17.0     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     6.9     6.9     7.7
DL-Comp   : M      48.9    42.4    31.7    16.6    10.0     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
LL + I    : M+    895.4   791.1   611.2   328.9   200.4   181.5     0.0
            V      46.0    62.2    76.6    91.0    96.8    97.6   104.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.6    63.7    77.0    91.0    96.8    97.6   104.9
            M     800.2   746.0   588.2   328.9   202.7   183.8    -0.0
Total     : M+   1585.0  1389.0  1057.0   562.5   341.6   309.2     0.0
            V      58.0    86.0   112.1   138.2   148.3   149.7   162.3
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    62.6    87.4   112.5   138.2   148.3   149.7   162.3
            M    1489.8  1343.9  1034.1   562.5   343.9   311.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               19.5             19.5
Deck+Haunch            22.8             22.8
Diaphragm               0.2              0.3
DL-Prec.(DC)            3.1              3.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           38.3             38.3
DL-Comp.(DW)           20.4             20.4
Live                   74.6             74.6
        Truck          58.6             58.6
        Lane           16.0             16.0
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    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    43.4    48.0    79.3   151.3   202.6   233.5   243.7
(Max)       V      19.5    17.7    17.5    16.0    12.0     8.0     4.0     0.0
DL-Prec.  : M       0.0     6.8     7.5    12.4    23.7    31.7    36.6    38.2
DC(Max)     V       3.1     2.8     2.7     2.5     1.9     1.3     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    50.8    56.2    92.9   177.2   237.4   273.5   285.6
Haunch (Max)V      22.8    20.7    20.5    18.8    14.1     9.4     4.7     0.0
Diaphragm : M       0.0     0.5     0.6     1.0     2.2     3.3     4.5     5.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    17.0    18.8    31.2    59.4    79.6    91.7    95.8
DC(Max)     V       7.7     6.9     6.9     6.3     4.7     3.1     1.6     0.0
DL-Comp   : M       0.0     9.1    10.0    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
LL + I    : M+      0.0   145.2   160.3   263.1   488.9   632.9   716.3   728.2
            V      83.9    78.1    77.4    72.8    61.3    49.8    36.8    12.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    83.9    78.1    77.4    72.8    61.6    50.9    40.5    31.0
            M       0.0   147.0   162.1   263.1   470.6   596.8   640.2   615.5
Total     : M+      0.0   272.8   301.4   496.5   934.3  1230.0  1405.0  1448.1
            V     141.3   130.1   128.9   119.9    96.7    73.5    48.7    13.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   141.3   130.1   128.9   119.9    97.1    74.6    52.5    31.2
            M       0.0   274.7   303.2   496.5   916.0  1193.9  1328.8  1335.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.41   47.67   50.00
Self wt.  : M     233.5   202.6   151.3    79.3    48.0    43.4     0.0
(Max)       V       4.0     8.0    12.0    16.0    17.5    17.7    19.5
DL-Prec.  : M      36.6    31.7    23.7    12.4     7.5     6.8     0.0
DC(Max)     V       0.6     1.3     1.9     2.5     2.7     2.8     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     273.5   237.4   177.2    92.9    56.2    50.8     0.0
Haunch (Max)V       4.7     9.4    14.1    18.8    20.5    20.7    22.8
Diaphragm : M       5.5     4.1     2.6     1.2     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M      91.7    79.6    59.4    31.2    18.8    17.0     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     6.9     6.9     7.7
DL-Comp   : M      48.9    42.4    31.7    16.6    10.0     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
LL + I    : M+    716.3   632.9   488.9   263.1   160.3   145.2     0.0
            V      36.8    49.8    61.3    72.8    77.4    78.1    83.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.5    50.9    61.6    72.8    77.4    78.1    83.9
            M     640.2   596.8   470.6   263.1   162.1   147.0    -0.0
Total     : M+   1406.0  1230.8   934.8   496.8   301.6   272.9     0.0
            V      48.8    73.5    96.8   120.0   128.9   130.2   141.3
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    52.5    74.7    97.1   120.0   128.9   130.2   141.3
            M    1329.8  1194.7   916.5   496.8   303.4   274.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    54.2    59.9    99.2   189.1   253.3   291.8   304.7
(Max)       V      24.4    22.1    21.8    20.0    15.0    10.0     5.0     0.0
Self wt.  : M       0.0    39.0    43.2    71.4   136.1   182.4   210.1   219.4
(Min)       V      17.6    15.9    15.7    14.4    10.8     7.2     3.6     0.0
DL-Prec.  : M       0.0     8.5     9.4    15.5    29.6    39.7    45.7    47.7
DC(Max)     V       3.8     3.5     3.4     3.1     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     6.1     6.8    11.2    21.3    28.6    32.9    34.3
DC(Min)     V       2.7     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    63.5    70.2   116.2   221.5   296.8   341.9   357.0
Haunch (Max)V      28.6    25.9    25.6    23.5    17.6    11.7     5.9     0.0
Deck +    : M       0.0    45.7    50.6    83.6   159.5   213.7   246.2   257.0
Haunch (Min)V      20.6    18.6    18.4    16.9    12.7     8.4     4.2     0.0
Diaphragm : M       0.0     0.7     0.7     1.3     2.7     4.1     5.6     7.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     0.9     1.9     3.0     4.0     5.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    21.3    23.5    38.9    74.3    99.5   114.6   119.7
DC(Max)     V       9.6     8.7     8.6     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    15.3    17.0    28.0    53.5    71.6    82.5    86.2
DC(Min)     V       6.9     6.3     6.2     5.7     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0    13.6    15.1    24.9    47.5    63.6    73.3    76.6
DW(Max)     V       6.1     5.6     5.5     5.0     3.8     2.5     1.3     0.0
DL-Comp   : M       0.0     5.9     6.5    10.8    20.6    27.6    31.8    33.2
DW(Min)     V       2.7     2.4     2.4     2.2     1.6     1.1     0.5     0.0
LL + I    : M+      0.0   317.6   350.7   575.6  1069.5  1384.5  1567.0  1592.9
            V     183.5   170.8   169.4   159.2   134.1   108.9    80.5    27.9
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   183.5   170.8   169.4   159.2   134.8   111.4    88.6    67.7
            M       0.0   321.6   354.7   575.6  1029.4  1305.6  1400.4  1346.5
Total     : M+      0.0   479.4   529.6   871.5  1634.2  2141.5  2440.0  2505.5
            V     256.2   236.8   234.6   219.0   179.0   139.0    95.6    28.1
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   256.2   236.8   234.6   219.0   179.7   141.4   103.8    68.0
            M       0.0   483.5   533.6   871.5  1594.1  2062.6  2273.4  2259.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.41   47.67   50.00
Self wt.  : M     291.8   253.3   189.1    99.2    59.9    54.2     0.0
(Max)       V       5.0    10.0    15.0    20.0    21.8    22.1    24.4
Self wt.  : M     210.1   182.4   136.1    71.4    43.2    39.0     0.0
(Min)       V       3.6     7.2    10.8    14.4    15.7    15.9    17.6
DL-Prec.  : M      45.7    39.7    29.6    15.5     9.4     8.5     0.0
DC(Max)     V       0.8     1.6     2.4     3.1     3.4     3.5     3.8
DL-Prec.  : M      32.9    28.6    21.3    11.2     6.8     6.1     0.0
DC(Min)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     341.9   296.8   221.5   116.2    70.2    63.5     0.0
Haunch (Max)V       5.9    11.7    17.6    23.5    25.6    25.9    28.6
Deck +    : M     246.2   213.7   159.5    83.6    50.6    45.7     0.0
Haunch (Min)V       4.2     8.4    12.7    16.9    18.4    18.6    20.6
Diaphragm : M       6.8     5.1     3.3     1.5     0.9     0.8     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       4.9     3.6     2.4     1.1     0.6     0.6     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     114.6    99.5    74.3    38.9    23.5    21.3     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     8.6     8.7     9.6
DL-Comp   : M      82.5    71.6    53.5    28.0    17.0    15.3     0.0
DC(Min)     V       1.4     2.8     4.2     5.7     6.2     6.3     6.9
DL-Comp   : M      73.3    63.6    47.5    24.9    15.1    13.6     0.0
DW(Max)     V       1.3     2.5     3.8     5.0     5.5     5.6     6.1
DL-Comp   : M      31.8    27.6    20.6    10.8     6.5     5.9     0.0
DW(Min)     V       0.5     1.1     1.6     2.2     2.4     2.4     2.7
LL + I    : M+   1567.0  1384.5  1069.5   575.6   350.7   317.6     0.0
            V      80.5   108.9   134.1   159.2   169.4   170.8   183.5
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    88.6   111.4   134.8   159.2   169.4   170.8   183.5
            M    1400.4  1305.6  1029.4   575.6   354.7   321.6    -0.0
Total     : M+   2441.2  2142.4  1634.8   871.8   529.8   479.6     0.0
            V      95.7   139.0   179.0   219.0   234.7   236.8   256.3
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   103.8   141.5   179.8   219.0   234.7   236.8   256.3
            M    2274.6  2063.5  1594.7   871.8   533.7   483.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.4             24.4
Deck+Haunch            28.6             28.6
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.8              3.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           47.9             47.9
DL-Comp.(DW)           30.6             30.6
Live                  130.5            130.5
        Truck         102.5            102.5
        Lane           28.0             28.0
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    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    43.4    48.0    79.3   151.3   202.6   233.5   243.7
(Max)       V      19.5    17.7    17.5    16.0    12.0     8.0     4.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.8     7.5    12.4    23.7    31.7    36.6    38.2
DC(Max)     V       3.1     2.8     2.7     2.5     1.9     1.3     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    50.8    56.2    92.9   177.2   237.4   273.5   285.6
Haunch (Max)V      22.8    20.7    20.5    18.8    14.1     9.4     4.7     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.5     0.6     1.0     2.2     3.3     4.5     5.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    17.0    18.8    31.2    59.4    79.6    91.7    95.8
DC(Max)     V       7.7     6.9     6.9     6.3     4.7     3.1     1.6     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     9.1    10.0    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   126.1   139.0   225.4   402.0   501.0   565.7   581.0
            V      82.3    75.5    74.8    69.3    57.5    45.7    39.1    31.9
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    82.3    75.5    74.8    69.3    57.5    46.3    39.1    31.9
            M       0.0   126.1   139.0   225.4   402.0   496.7   565.7   581.0
Total     : M+      0.0   253.7   280.1   458.8   847.4  1098.1  1254.3  1300.9
            V     139.6   127.6   126.2   116.5    93.0    69.4    51.1    32.2
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   139.6   127.6   126.2   116.5    93.0    70.0    51.1    32.2
            M       0.0   253.7   280.1   458.8   847.4  1093.8  1254.3  1300.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.41   47.67   50.00
Self wt.  : M     233.5   202.6   151.3    79.3    48.0    43.4     0.0
(Max)       V       4.0     8.0    12.0    16.0    17.5    17.7    19.5
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      36.6    31.7    23.7    12.4     7.5     6.8     0.0
DC(Max)     V       0.6     1.3     1.9     2.5     2.7     2.8     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     273.5   237.4   177.2    92.9    56.2    50.8     0.0
Haunch (Max)V       4.7     9.4    14.1    18.8    20.5    20.7    22.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.5     4.1     2.6     1.2     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      91.7    79.6    59.4    31.2    18.8    17.0     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     6.9     6.9     7.7
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      48.9    42.4    31.7    16.6    10.0     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
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+    565.7   501.0   402.0   225.4   139.0   126.1     0.0
            V      39.1    45.7    57.5    69.3    74.8    75.5    82.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    39.1    46.3    57.5    69.3    74.8    75.5    82.3
            M     565.7   496.7   402.0   225.4   139.0   126.1     0.0
Total     : M+   1255.3  1098.8   847.9   459.1   280.2   253.8     0.0
            V      51.1    69.5    93.0   116.5   126.3   127.6   139.7
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    51.1    70.1    93.0   116.5   126.3   127.6   139.7
            M    1255.3  1094.5   847.9   459.1   280.2   253.8     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    5.13   10.27   15.40   20.53   25.67   17.97
 
Beam-Self
Precast-top    0.069   0.113   0.201   0.264   0.302   0.314   0.286 
Bottom        -0.056  -0.092  -0.164  -0.215  -0.246  -0.256  -0.233 
 
Prestress
Precast-top   -0.385  -0.385  -0.385  -0.385  -0.385  -0.385  -0.385 
Bottom         1.529   1.529   1.529   1.529   1.529   1.529   1.529 
 
Total
Precast-top   -0.316  -0.272  -0.184  -0.121  -0.083  -0.071  -0.099 
Bottom         1.472   1.436   1.365   1.313   1.283   1.272   1.295 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.95 %)
             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    4.47    9.60   14.73   19.87   25.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.008   0.009   0.014   0.028   0.037   0.043   0.044 
Precast-top   -0.079  -0.217  -0.204  -0.110   0.105   0.259   0.352   0.383 
Bottom         0.315   1.258   1.245   1.159   0.962   0.820   0.735   0.707 
 

 
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    5.13   10.27   15.40   20.53   25.67   17.97
 
Beam-Self
Precast-top    0.069   0.113   0.201   0.264   0.302   0.314   0.286 
Bottom        -0.056  -0.092  -0.164  -0.215  -0.246  -0.256  -0.233 
 
Prestress
Precast-top   -0.385  -0.385  -0.385  -0.385  -0.385  -0.385  -0.385 
Bottom         1.529   1.529   1.529   1.529   1.529   1.529   1.529 
 
Total
Precast-top   -0.316  -0.272  -0.184  -0.121  -0.083  -0.071  -0.099 
Bottom         1.472   1.436   1.365   1.313   1.283   1.272   1.295 
 
As_top  , in2  1.334   1.089   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 =  9.95 %)
             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    4.47    9.60   14.73   19.87   25.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    4.47    9.60   14.73   19.87   25.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.042   0.046   0.075   0.135   0.170   0.192   0.198 
Precast-top   -0.040  -0.084  -0.075  -0.011   0.130   0.227   0.286   0.304 
Bottom         0.158   0.545   0.530   0.429   0.212   0.075  -0.010  -0.035 
 

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
    256.2    6.5   58.2    0.382   0.0   6.00e-3 50.0    261.4     1.072    2.347      0.27
      0.0    0.3   58.1     42.0 0.151      23.3 0.87    12.00     0.092    1.659 
Transfer:   3.00
    236.8    6.5   58.2    1.720   0.0   3.03e-3 39.6    224.2     0.643    1.760      0.00
    483.5    1.2   57.6    189.0 0.140      38.9 1.47    12.00     0.092    1.780 
Critical:   5.46
    216.2    6.5   58.2    1.964   0.0   1.09e-3 32.8    170.5     0.382    1.760      0.00
    932.1    1.4   57.6    189.0 0.128      69.7 2.64    12.00     0.092    1.947 
0.1L    :   5.13
    219.0    6.5   58.2    1.931   0.0   1.33e-3 33.6    179.7     0.416    1.760      0.00
    871.5    1.4   57.6    189.0 0.130      63.6 2.40    12.00     0.092    1.922 
0.2L    :  10.27
    179.7    6.5   58.2    2.437   0.0   0.76e-3 31.6    118.9     0.255    0.496      0.00
   1594.1    1.7   57.4    189.0 0.107      80.8 3.06    24.00     0.092    1.561 
0.3L    :  15.40
    141.4    6.5   58.2    2.604   0.0   1.09e-3 32.8     87.6     0.197    0.413      0.00
   2062.6    1.8   57.3    189.0 0.084      69.5 2.64    24.00     0.092    1.611 
0.4L    :  20.53
    103.8    6.5   58.2    2.604   0.0   1.18e-3 33.1     48.2     0.110    0.413      0.00
   2273.4    1.8   57.3    189.0 0.062      67.1 2.55    24.00     0.092    2.157 
0.5L    :  25.67
     68.0    6.5   58.2    2.604   0.0   0.66e-3 31.3      0.0     0.092    0.413      0.00
   2259.1    1.8   57.3    189.0 0.041      84.7 3.22    24.00     0.092    3.701 
0.6L    :  30.80
    103.8    6.5   58.2    2.604   0.0   1.18e-3 33.1     48.4     0.110    0.413      0.00
   2274.6    1.8   57.3    189.0 0.062      67.0 2.54    24.00     0.092    2.153 
0.7L    :  35.93
    141.5    6.5   58.2    2.604   0.0   1.10e-3 32.8     87.8     0.198    0.413      0.00
   2063.5    1.8   57.3    189.0 0.084      69.4 2.64    24.00     0.092    1.609 
0.8L    :  41.07
    179.8    6.5   58.2    2.437   0.0   0.76e-3 31.7    119.1     0.256    0.496      0.00
   1594.7    1.7   57.4    189.0 0.107      80.7 3.06    24.00     0.092    1.559 
0.9L    :  46.20
    219.0    6.5   58.2    1.931   0.0   1.33e-3 33.7    179.8     0.416    1.760      0.00
    871.8    1.4   57.6    189.0 0.130      63.5 2.40    12.00     0.092    1.922 
Critical:  45.87
    216.2    6.5   58.2    1.964   0.0   1.10e-3 32.8    170.6     0.383    1.760      0.00
    932.4    1.4   57.6    189.0 0.128      69.7 2.63    12.00     0.092    1.946 
Transfer:  48.33
    236.8    6.5   58.2    1.720   0.0   3.03e-3 39.6    224.3     0.644    1.760      0.00
    483.6    1.2   57.6    189.0 0.140      38.8 1.47    12.00     0.092    1.780 
Bearing :  50.67
    256.3    6.5   58.2    0.382   0.0   6.00e-3 50.0    261.5     1.072    2.347      0.27
      0.0    0.3   58.1     42.0 0.151      23.3 0.87    12.00     0.092    1.658 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.02
 
 
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
    256.2      4.90     58.25    0.27       58.11    24.00      0.300      0.883      0.000      2.347 
Transfer:      2.33
    236.8      4.56     58.25    1.22       57.64    24.00      0.300      0.771      0.000      1.760 
Critical:      4.80
    216.2      4.17     58.25    1.39       57.55    24.00      0.300      0.642      0.000      1.760 
0.1L    :      4.47
    219.0      4.23     58.25    1.37       57.56    24.00      0.300      0.659      0.000      1.760 
0.2L    :      9.60
    179.7      3.48     58.25    1.73       57.39    24.00      0.300      0.410      0.000      0.496 
0.3L    :     14.73
    141.4      2.74     58.25    1.84       57.33    24.00      0.300      0.164      0.000      0.413 
0.4L    :     19.87
    103.8      2.01     58.25    1.84       57.33    24.00      0.300      0.000      0.000      0.413 
0.5L    :     25.00
     68.0      1.32     58.25    1.84       57.33    24.00      0.300      0.000      0.000      0.413 
0.6L    :     30.13
    103.8      2.01     58.25    1.84       57.33    24.00      0.300      0.000      0.000      0.413 
0.7L    :     35.27
    141.5      2.74     58.25    1.84       57.33    24.00      0.300      0.164      0.000      0.413 
0.8L    :     40.40
    179.8      3.48     58.25    1.73       57.39    24.00      0.300      0.410      0.000      0.496 
0.9L    :     45.53
    219.0      4.23     58.25    1.37       57.56    24.00      0.300      0.659      0.000      1.760 
Critical:     45.20
    216.3      4.18     58.25    1.39       57.55    24.00      0.300      0.642      0.000      1.760 
Transfer:     47.67
    236.8      4.57     58.25    1.22       57.64    24.00      0.300      0.772      0.000      1.760 
Bearing :     50.00
    256.3      4.90     58.25    0.27       58.11    24.00      0.300      0.883      0.000      2.347 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.47 ft
Prestress      :       0.135  1.80      0.242  2.20      0.296
Self Wt.       :      -0.030  1.85     -0.055  2.40     -0.071
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          :       0.105            0.188            0.225
 
At 0.2 x L = 9.60 ft
Prestress      :       0.241  1.80      0.434  2.20      0.530
Self Wt.       :      -0.056  1.85     -0.103  2.40     -0.134
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          :       0.185            0.330            0.396
 
At 0.3 x L = 14.73 ft
Prestress      :       0.317  1.80      0.570  2.20      0.697
Self Wt.       :      -0.077  1.85     -0.142  2.40     -0.184
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          :       0.240            0.428            0.513
 
At 0.4 x L = 19.87 ft
Prestress      :       0.362  1.80      0.652  2.20      0.797
Self Wt.       :      -0.090  1.85     -0.166  2.40     -0.215
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          :       0.272            0.486            0.581
 
At 0.5 x L = 25.00 ft
Prestress      :       0.377  1.80      0.679  2.20      0.830
Self Wt.       :      -0.094  1.85     -0.174  2.40     -0.226
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          :       0.283            0.505            0.604
 
At 0.6 x L = 30.13 ft
Prestress      :       0.362  1.80      0.652  2.20      0.797
Self Wt.       :      -0.090  1.85     -0.166  2.40     -0.215
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          :       0.272            0.486            0.581
 
At 0.7 x L = 35.27 ft
Prestress      :       0.317  1.80      0.570  2.20      0.697
Self Wt.       :      -0.077  1.85     -0.142  2.40     -0.184
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          :       0.240            0.428            0.513
 
At 0.8 x L = 40.40 ft
Prestress      :       0.241  1.80      0.434  2.20      0.530
Self Wt.       :      -0.056  1.85     -0.103  2.40     -0.134
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          :       0.185            0.330            0.396
 
At 0.9 x L = 45.53 ft
Prestress      :       0.135  1.80      0.242  2.20      0.296
Self Wt.       :      -0.030  1.85     -0.055  2.40     -0.071
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          :       0.105            0.188            0.225
 

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
   479.4    58.2  1.720  268.1    1.4   1.22   2215.6  0.123T 1.00       -       -     -     -  
H/2     :   2.59
   529.6    58.2  1.746  268.1    1.5   1.24   2248.1  0.121T 1.00       -       -     -     -  
0.1L    :   4.47
   871.5    58.2  1.931  267.9    1.6   1.37   2481.2  0.109T 1.00       -       -     -     -  
0.2L    :   9.60
  1634.2    58.2  2.437  267.4    2.0   1.73   3115.7  0.086T 1.00       -       -     -     -  
0.3L    :  14.73
  2141.5    58.2  2.604  267.2    2.2   1.84   3323.8  0.080T 1.00   1050.9  1050.9    3.16    -  
0.4L    :  19.87
  2440.0    58.2  2.604  267.2    2.2   1.84   3323.8  0.080T 1.00   1014.9  1014.9    3.28    -  
0.5L    :  25.00
  2505.5    58.2  2.604  267.2    2.2   1.84   3323.8  0.080T 1.00   1002.5  1002.5    3.32    -  
0.6L    :  30.13
  2441.2    58.2  2.604  267.2    2.2   1.84   3323.8  0.080T 1.00   1014.4  1014.4    3.28    -  
0.7L    :  35.27
  2142.4    58.2  2.604  267.2    2.2   1.84   3323.8  0.080T 1.00   1050.5  1050.5    3.16    -  
0.8L    :  40.40
  1634.8    58.2  2.437  267.4    2.0   1.73   3115.7  0.086T 1.00       -       -     -     -  
0.9L    :  45.53
   871.8    58.2  1.931  267.9    1.6   1.37   2481.2  0.109T 1.00       -       -     -     -  
H/2     :  47.41
   529.8    58.2  1.746  268.1    1.5   1.24   2248.1  0.121T 1.00       -       -     -     -  
Transfer:  47.67
   479.6    58.2  1.720  268.1    1.4   1.22   2215.6  0.123T 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 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.012
        M   2.00 Fb     0.212
 
  2   2 E   6.00 Ft    -0.059
        M   6.00 Fb     0.453
 
  3   2 E   6.00 Ft    -0.106
        M   6.00 Fb     0.694
 
  4   2 E   6.00 Ft    -0.153
        M   6.00 Fb     0.934
 
  5   2 E   2.00 Ft    -0.234
        M   2.00 Fb     1.203
 
  6   2 E   2.00 Ft    -0.316
        M   2.00 Fb     1.472
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 51.33            Release Length, ft: 51.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.71 %               Final losses: 11.12 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.472     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.316       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3323.84     2505.54     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   0.044     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.383     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.258    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.304     Midspan
    Pre.Bot:                                                             2.000   0.545    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  25.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.377  1.80      0.679  2.20      0.830
Self Wt.       :      -0.094  1.85     -0.174  2.40     -0.226
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          :       0.283            0.505            0.604
 
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   50.00
     DC  Line       0.087      0.00       0.087   50.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    27.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 51.333 ft
Release length = 51.333 ft
Design  length = 50.000 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)  : 0.888   (Calculated)    
Live Moment (1  lane  loaded)  : 0.650   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.117   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.893   (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           1563.8 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           732138 in4#
Ht. of c.g.           =        24.64 in             42.18 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 = 0.9290

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     4.47     9.60    14.73    19.87    25.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    751.9    762.9    762.9    762.9    762.9    762.9    762.9    762.9
  Yb      ,  in    24.55    24.26    24.26    24.26    24.26    24.26    24.26    24.26
  MI(Ixx) , in4   287192   291767   291767   291767   291767   291767   291767   291767
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1566.8   1577.3   1577.3   1577.3   1577.3   1577.3   1577.3   1577.3
  Yb      ,  in    42.11    41.85    41.85    41.85    41.85    41.85    41.85    41.85
  MI(Ixx) , in4   736520   751730   751730   751730   751730   751730   751730   751730

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 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           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 17.97 ft from member end )
END PATTERN (Ycg = 4.00 in):
     6 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.962 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.953 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.093 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)       
-------------------------------------------------------------------------------------
       615.996         740 455.837      9.886 40039.828   704.432     324.935        
 
 
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       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.3750      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      7.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.1670     10.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.1670     15.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      15.1670     36.1660    Yes
      2      US#5[M16]       60.00        0.62      15.00      36.1660     41.1660    Yes
      2      US#5[M16]       60.00        0.62      12.00      41.1660     44.1660    Yes
      2      US#5[M16]       60.00        0.62       9.00      44.1660     45.6660    Yes
      2      US#6[M19]       60.00        0.88       6.00      45.6660     48.6660    Yes
      2      US#6[M19]       60.00        0.88       5.00      48.6660     49.0830    Yes
      2      US#6[M19]       60.00        0.88       4.50      49.0830     50.9580    Yes
      2      US#6[M19]       60.00        0.88       3.00      50.9580     51.2080    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 51.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg =  4.00 in
         P_init    =      510.4 kips  Ecc = 20.64 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     7.28 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.132 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.70 ksi    0.00 ksi
    due to Composite Loads                                 -0.55 ksi    0.00 ksi
    due to Live Loads                                      -2.73 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                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         6.20 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  7.28 ksi  ( 3.71 %)            14.52 ksi ( 7.41 %)
Total Prestress Losses                                    21.80 ksi (11.12 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.2 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    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    43.4    48.0    79.3   151.3   202.6   233.5   243.7
(Max)       V      19.5    17.7    17.5    16.0    12.0     8.0     4.0     0.0
DL-Prec.  : M       0.0     6.8     7.5    12.4    23.7    31.7    36.6    38.2
DC(Max)     V       3.1     2.8     2.7     2.5     1.9     1.3     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    50.8    56.2    92.9   177.2   237.4   273.5   285.6
Haunch (Max)V      22.8    20.7    20.5    18.8    14.1     9.4     4.7     0.0
Diaphragm : M       0.0     0.5     0.6     1.0     2.2     3.3     4.5     5.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    17.0    18.8    31.2    59.4    79.6    91.7    95.8
DC(Max)     V       7.7     6.9     6.9     6.3     4.7     3.1     1.6     0.0
DL-Comp   : M       0.0     9.1    10.0    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
LL + I    : M+      0.0   181.5   200.4   328.9   611.2   791.1   895.4   910.2
            V     104.9    97.6    96.8    91.0    76.6    62.2    46.0    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   104.9    97.6    96.8    91.0    77.0    63.7    50.6    38.7
            M       0.0   183.8   202.7   328.9   588.2   746.0   800.2   769.4
Total     : M+      0.0   309.1   341.5   562.3  1056.6  1388.2  1584.0  1630.1
            V     162.2   149.6   148.2   138.1   112.0    85.9    57.9    16.1
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   162.2   149.6   148.2   138.1   112.5    87.3    62.6    38.9
            M       0.0   311.4   343.8   562.3  1033.6  1343.2  1488.9  1489.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.41   47.67   50.00
Self wt.  : M     233.5   202.6   151.3    79.3    48.0    43.4     0.0
(Max)       V       4.0     8.0    12.0    16.0    17.5    17.7    19.5
DL-Prec.  : M      36.6    31.7    23.7    12.4     7.5     6.8     0.0
DC(Max)     V       0.6     1.3     1.9     2.5     2.7     2.8     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     273.5   237.4   177.2    92.9    56.2    50.8     0.0
Haunch (Max)V       4.7     9.4    14.1    18.8    20.5    20.7    22.8
Diaphragm : M       5.5     4.1     2.6     1.2     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M      91.7    79.6    59.4    31.2    18.8    17.0     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     6.9     6.9     7.7
DL-Comp   : M      48.9    42.4    31.7    16.6    10.0     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
LL + I    : M+    895.4   791.1   611.2   328.9   200.4   181.5     0.0
            V      46.0    62.2    76.6    91.0    96.8    97.6   104.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.6    63.7    77.0    91.0    96.8    97.6   104.9
            M     800.2   746.0   588.2   328.9   202.7   183.8    -0.0
Total     : M+   1585.0  1389.0  1057.0   562.5   341.6   309.2     0.0
            V      58.0    86.0   112.1   138.2   148.3   149.7   162.3
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    62.6    87.4   112.5   138.2   148.3   149.7   162.3
            M    1489.8  1343.9  1034.1   562.5   343.9   311.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               19.5             19.5
Deck+Haunch            22.8             22.8
Diaphragm               0.2              0.3
DL-Prec.(DC)            3.1              3.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           38.3             38.3
DL-Comp.(DW)           20.4             20.4
Live                   74.6             74.6
        Truck          58.6             58.6
        Lane           16.0             16.0
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    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    43.4    48.0    79.3   151.3   202.6   233.5   243.7
(Max)       V      19.5    17.7    17.5    16.0    12.0     8.0     4.0     0.0
DL-Prec.  : M       0.0     6.8     7.5    12.4    23.7    31.7    36.6    38.2
DC(Max)     V       3.1     2.8     2.7     2.5     1.9     1.3     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    50.8    56.2    92.9   177.2   237.4   273.5   285.6
Haunch (Max)V      22.8    20.7    20.5    18.8    14.1     9.4     4.7     0.0
Diaphragm : M       0.0     0.5     0.6     1.0     2.2     3.3     4.5     5.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    17.0    18.8    31.2    59.4    79.6    91.7    95.8
DC(Max)     V       7.7     6.9     6.9     6.3     4.7     3.1     1.6     0.0
DL-Comp   : M       0.0     9.1    10.0    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
LL + I    : M+      0.0   145.2   160.3   263.1   488.9   632.9   716.3   728.2
            V      83.9    78.1    77.4    72.8    61.3    49.8    36.8    12.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    83.9    78.1    77.4    72.8    61.6    50.9    40.5    31.0
            M       0.0   147.0   162.1   263.1   470.6   596.8   640.2   615.5
Total     : M+      0.0   272.8   301.4   496.5   934.3  1230.0  1405.0  1448.1
            V     141.3   130.1   128.9   119.9    96.7    73.5    48.7    13.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   141.3   130.1   128.9   119.9    97.1    74.6    52.5    31.2
            M       0.0   274.7   303.2   496.5   916.0  1193.9  1328.8  1335.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.41   47.67   50.00
Self wt.  : M     233.5   202.6   151.3    79.3    48.0    43.4     0.0
(Max)       V       4.0     8.0    12.0    16.0    17.5    17.7    19.5
DL-Prec.  : M      36.6    31.7    23.7    12.4     7.5     6.8     0.0
DC(Max)     V       0.6     1.3     1.9     2.5     2.7     2.8     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     273.5   237.4   177.2    92.9    56.2    50.8     0.0
Haunch (Max)V       4.7     9.4    14.1    18.8    20.5    20.7    22.8
Diaphragm : M       5.5     4.1     2.6     1.2     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M      91.7    79.6    59.4    31.2    18.8    17.0     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     6.9     6.9     7.7
DL-Comp   : M      48.9    42.4    31.7    16.6    10.0     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
LL + I    : M+    716.3   632.9   488.9   263.1   160.3   145.2     0.0
            V      36.8    49.8    61.3    72.8    77.4    78.1    83.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.5    50.9    61.6    72.8    77.4    78.1    83.9
            M     640.2   596.8   470.6   263.1   162.1   147.0    -0.0
Total     : M+   1406.0  1230.8   934.8   496.8   301.6   272.9     0.0
            V      48.8    73.5    96.8   120.0   128.9   130.2   141.3
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    52.5    74.7    97.1   120.0   128.9   130.2   141.3
            M    1329.8  1194.7   916.5   496.8   303.4   274.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    54.2    59.9    99.2   189.1   253.3   291.8   304.7
(Max)       V      24.4    22.1    21.8    20.0    15.0    10.0     5.0     0.0
Self wt.  : M       0.0    39.0    43.2    71.4   136.1   182.4   210.1   219.4
(Min)       V      17.6    15.9    15.7    14.4    10.8     7.2     3.6     0.0
DL-Prec.  : M       0.0     8.5     9.4    15.5    29.6    39.7    45.7    47.7
DC(Max)     V       3.8     3.5     3.4     3.1     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     6.1     6.8    11.2    21.3    28.6    32.9    34.3
DC(Min)     V       2.7     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    63.5    70.2   116.2   221.5   296.8   341.9   357.0
Haunch (Max)V      28.6    25.9    25.6    23.5    17.6    11.7     5.9     0.0
Deck +    : M       0.0    45.7    50.6    83.6   159.5   213.7   246.2   257.0
Haunch (Min)V      20.6    18.6    18.4    16.9    12.7     8.4     4.2     0.0
Diaphragm : M       0.0     0.7     0.7     1.3     2.7     4.1     5.6     7.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     0.9     1.9     3.0     4.0     5.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    21.3    23.5    38.9    74.3    99.5   114.6   119.7
DC(Max)     V       9.6     8.7     8.6     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    15.3    17.0    28.0    53.5    71.6    82.5    86.2
DC(Min)     V       6.9     6.3     6.2     5.7     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0    13.6    15.1    24.9    47.5    63.6    73.3    76.6
DW(Max)     V       6.1     5.6     5.5     5.0     3.8     2.5     1.3     0.0
DL-Comp   : M       0.0     5.9     6.5    10.8    20.6    27.6    31.8    33.2
DW(Min)     V       2.7     2.4     2.4     2.2     1.6     1.1     0.5     0.0
LL + I    : M+      0.0   317.6   350.7   575.6  1069.5  1384.5  1567.0  1592.9
            V     183.5   170.8   169.4   159.2   134.1   108.9    80.5    27.9
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   183.5   170.8   169.4   159.2   134.8   111.4    88.6    67.7
            M       0.0   321.6   354.7   575.6  1029.4  1305.6  1400.4  1346.5
Total     : M+      0.0   479.4   529.6   871.5  1634.2  2141.5  2440.0  2505.5
            V     256.2   236.8   234.6   219.0   179.0   139.0    95.6    28.1
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   256.2   236.8   234.6   219.0   179.7   141.4   103.8    68.0
            M       0.0   483.5   533.6   871.5  1594.1  2062.6  2273.4  2259.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.41   47.67   50.00
Self wt.  : M     291.8   253.3   189.1    99.2    59.9    54.2     0.0
(Max)       V       5.0    10.0    15.0    20.0    21.8    22.1    24.4
Self wt.  : M     210.1   182.4   136.1    71.4    43.2    39.0     0.0
(Min)       V       3.6     7.2    10.8    14.4    15.7    15.9    17.6
DL-Prec.  : M      45.7    39.7    29.6    15.5     9.4     8.5     0.0
DC(Max)     V       0.8     1.6     2.4     3.1     3.4     3.5     3.8
DL-Prec.  : M      32.9    28.6    21.3    11.2     6.8     6.1     0.0
DC(Min)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     341.9   296.8   221.5   116.2    70.2    63.5     0.0
Haunch (Max)V       5.9    11.7    17.6    23.5    25.6    25.9    28.6
Deck +    : M     246.2   213.7   159.5    83.6    50.6    45.7     0.0
Haunch (Min)V       4.2     8.4    12.7    16.9    18.4    18.6    20.6
Diaphragm : M       6.8     5.1     3.3     1.5     0.9     0.8     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       4.9     3.6     2.4     1.1     0.6     0.6     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     114.6    99.5    74.3    38.9    23.5    21.3     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     8.6     8.7     9.6
DL-Comp   : M      82.5    71.6    53.5    28.0    17.0    15.3     0.0
DC(Min)     V       1.4     2.8     4.2     5.7     6.2     6.3     6.9
DL-Comp   : M      73.3    63.6    47.5    24.9    15.1    13.6     0.0
DW(Max)     V       1.3     2.5     3.8     5.0     5.5     5.6     6.1
DL-Comp   : M      31.8    27.6    20.6    10.8     6.5     5.9     0.0
DW(Min)     V       0.5     1.1     1.6     2.2     2.4     2.4     2.7
LL + I    : M+   1567.0  1384.5  1069.5   575.6   350.7   317.6     0.0
            V      80.5   108.9   134.1   159.2   169.4   170.8   183.5
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    88.6   111.4   134.8   159.2   169.4   170.8   183.5
            M    1400.4  1305.6  1029.4   575.6   354.7   321.6    -0.0
Total     : M+   2441.2  2142.4  1634.8   871.8   529.8   479.6     0.0
            V      95.7   139.0   179.0   219.0   234.7   236.8   256.3
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   103.8   141.5   179.8   219.0   234.7   236.8   256.3
            M    2274.6  2063.5  1594.7   871.8   533.7   483.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.4             24.4
Deck+Haunch            28.6             28.6
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.8              3.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           47.9             47.9
DL-Comp.(DW)           30.6             30.6
Live                  130.5            130.5
        Truck         102.5            102.5
        Lane           28.0             28.0
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    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    43.4    48.0    79.3   151.3   202.6   233.5   243.7
(Max)       V      19.5    17.7    17.5    16.0    12.0     8.0     4.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.8     7.5    12.4    23.7    31.7    36.6    38.2
DC(Max)     V       3.1     2.8     2.7     2.5     1.9     1.3     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    50.8    56.2    92.9   177.2   237.4   273.5   285.6
Haunch (Max)V      22.8    20.7    20.5    18.8    14.1     9.4     4.7     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.5     0.6     1.0     2.2     3.3     4.5     5.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    17.0    18.8    31.2    59.4    79.6    91.7    95.8
DC(Max)     V       7.7     6.9     6.9     6.3     4.7     3.1     1.6     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     9.1    10.0    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   126.1   139.0   225.4   402.0   501.0   565.7   581.0
            V      82.3    75.5    74.8    69.3    57.5    45.7    39.1    31.9
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    82.3    75.5    74.8    69.3    57.5    46.3    39.1    31.9
            M       0.0   126.1   139.0   225.4   402.0   496.7   565.7   581.0
Total     : M+      0.0   253.7   280.1   458.8   847.4  1098.1  1254.3  1300.9
            V     139.6   127.6   126.2   116.5    93.0    69.4    51.1    32.2
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   139.6   127.6   126.2   116.5    93.0    70.0    51.1    32.2
            M       0.0   253.7   280.1   458.8   847.4  1093.8  1254.3  1300.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.41   47.67   50.00
Self wt.  : M     233.5   202.6   151.3    79.3    48.0    43.4     0.0
(Max)       V       4.0     8.0    12.0    16.0    17.5    17.7    19.5
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      36.6    31.7    23.7    12.4     7.5     6.8     0.0
DC(Max)     V       0.6     1.3     1.9     2.5     2.7     2.8     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     273.5   237.4   177.2    92.9    56.2    50.8     0.0
Haunch (Max)V       4.7     9.4    14.1    18.8    20.5    20.7    22.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.5     4.1     2.6     1.2     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      91.7    79.6    59.4    31.2    18.8    17.0     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     6.9     6.9     7.7
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      48.9    42.4    31.7    16.6    10.0     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
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+    565.7   501.0   402.0   225.4   139.0   126.1     0.0
            V      39.1    45.7    57.5    69.3    74.8    75.5    82.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    39.1    46.3    57.5    69.3    74.8    75.5    82.3
            M     565.7   496.7   402.0   225.4   139.0   126.1     0.0
Total     : M+   1255.3  1098.8   847.9   459.1   280.2   253.8     0.0
            V      51.1    69.5    93.0   116.5   126.3   127.6   139.7
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    51.1    70.1    93.0   116.5   126.3   127.6   139.7
            M    1255.3  1094.5   847.9   459.1   280.2   253.8     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    5.13   10.27   15.40   20.53   25.67   17.97
 
Beam-Self
Precast-top    0.069   0.113   0.201   0.264   0.302   0.314   0.286 
Bottom        -0.056  -0.092  -0.164  -0.215  -0.246  -0.256  -0.233 
 
Prestress
Precast-top   -0.385  -0.385  -0.385  -0.385  -0.385  -0.385  -0.385 
Bottom         1.529   1.529   1.529   1.529   1.529   1.529   1.529 
 
Total
Precast-top   -0.316  -0.272  -0.184  -0.121  -0.083  -0.071  -0.099 
Bottom         1.472   1.436   1.365   1.313   1.283   1.272   1.295 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.95 %)
             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    4.47    9.60   14.73   19.87   25.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.008   0.009   0.014   0.028   0.037   0.043   0.044 
Precast-top   -0.079  -0.217  -0.204  -0.110   0.105   0.259   0.352   0.383 
Bottom         0.315   1.258   1.245   1.159   0.962   0.820   0.735   0.707 
 

 
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    5.13   10.27   15.40   20.53   25.67   17.97
 
Beam-Self
Precast-top    0.069   0.113   0.201   0.264   0.302   0.314   0.286 
Bottom        -0.056  -0.092  -0.164  -0.215  -0.246  -0.256  -0.233 
 
Prestress
Precast-top   -0.385  -0.385  -0.385  -0.385  -0.385  -0.385  -0.385 
Bottom         1.529   1.529   1.529   1.529   1.529   1.529   1.529 
 
Total
Precast-top   -0.316  -0.272  -0.184  -0.121  -0.083  -0.071  -0.099 
Bottom         1.472   1.436   1.365   1.313   1.283   1.272   1.295 
 
As_top  , in2  1.334   1.089   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 =  9.95 %)
             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    4.47    9.60   14.73   19.87   25.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    4.47    9.60   14.73   19.87   25.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.042   0.046   0.075   0.135   0.170   0.192   0.198 
Precast-top   -0.040  -0.084  -0.075  -0.011   0.130   0.227   0.286   0.304 
Bottom         0.158   0.545   0.530   0.429   0.212   0.075  -0.010  -0.035 
 

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
    256.2    6.5   58.2    0.382   0.0   6.00e-3 50.0    261.4     1.072    2.347      0.27
      0.0    0.3   58.1     42.0 0.151      23.3 0.87    12.00     0.092    1.659 
Transfer:   3.00
    236.8    6.5   58.2    1.720   0.0   3.03e-3 39.6    224.2     0.643    1.760      0.00
    483.5    1.2   57.6    189.0 0.140      38.9 1.47    12.00     0.092    1.780 
Critical:   5.46
    216.2    6.5   58.2    1.964   0.0   1.09e-3 32.8    170.5     0.382    1.760      0.00
    932.1    1.4   57.6    189.0 0.128      69.7 2.64    12.00     0.092    1.947 
0.1L    :   5.13
    219.0    6.5   58.2    1.931   0.0   1.33e-3 33.6    179.7     0.416    1.760      0.00
    871.5    1.4   57.6    189.0 0.130      63.6 2.40    12.00     0.092    1.922 
0.2L    :  10.27
    179.7    6.5   58.2    2.437   0.0   0.76e-3 31.6    118.9     0.255    0.496      0.00
   1594.1    1.7   57.4    189.0 0.107      80.8 3.06    24.00     0.092    1.561 
0.3L    :  15.40
    141.4    6.5   58.2    2.604   0.0   1.09e-3 32.8     87.6     0.197    0.413      0.00
   2062.6    1.8   57.3    189.0 0.084      69.5 2.64    24.00     0.092    1.611 
0.4L    :  20.53
    103.8    6.5   58.2    2.604   0.0   1.18e-3 33.1     48.2     0.110    0.413      0.00
   2273.4    1.8   57.3    189.0 0.062      67.1 2.55    24.00     0.092    2.157 
0.5L    :  25.67
     68.0    6.5   58.2    2.604   0.0   0.66e-3 31.3      0.0     0.092    0.413      0.00
   2259.1    1.8   57.3    189.0 0.041      84.7 3.22    24.00     0.092    3.701 
0.6L    :  30.80
    103.8    6.5   58.2    2.604   0.0   1.18e-3 33.1     48.4     0.110    0.413      0.00
   2274.6    1.8   57.3    189.0 0.062      67.0 2.54    24.00     0.092    2.153 
0.7L    :  35.93
    141.5    6.5   58.2    2.604   0.0   1.10e-3 32.8     87.8     0.198    0.413      0.00
   2063.5    1.8   57.3    189.0 0.084      69.4 2.64    24.00     0.092    1.609 
0.8L    :  41.07
    179.8    6.5   58.2    2.437   0.0   0.76e-3 31.7    119.1     0.256    0.496      0.00
   1594.7    1.7   57.4    189.0 0.107      80.7 3.06    24.00     0.092    1.559 
0.9L    :  46.20
    219.0    6.5   58.2    1.931   0.0   1.33e-3 33.7    179.8     0.416    1.760      0.00
    871.8    1.4   57.6    189.0 0.130      63.5 2.40    12.00     0.092    1.922 
Critical:  45.87
    216.2    6.5   58.2    1.964   0.0   1.10e-3 32.8    170.6     0.383    1.760      0.00
    932.4    1.4   57.6    189.0 0.128      69.7 2.63    12.00     0.092    1.946 
Transfer:  48.33
    236.8    6.5   58.2    1.720   0.0   3.03e-3 39.6    224.3     0.644    1.760      0.00
    483.6    1.2   57.6    189.0 0.140      38.8 1.47    12.00     0.092    1.780 
Bearing :  50.67
    256.3    6.5   58.2    0.382   0.0   6.00e-3 50.0    261.5     1.072    2.347      0.27
      0.0    0.3   58.1     42.0 0.151      23.3 0.87    12.00     0.092    1.658 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.02
 
 
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
    256.2      4.90     58.25    0.27       58.11    24.00      0.300      0.883      0.000      2.347 
Transfer:      2.33
    236.8      4.56     58.25    1.22       57.64    24.00      0.300      0.771      0.000      1.760 
Critical:      4.80
    216.2      4.17     58.25    1.39       57.55    24.00      0.300      0.642      0.000      1.760 
0.1L    :      4.47
    219.0      4.23     58.25    1.37       57.56    24.00      0.300      0.659      0.000      1.760 
0.2L    :      9.60
    179.7      3.48     58.25    1.73       57.39    24.00      0.300      0.410      0.000      0.496 
0.3L    :     14.73
    141.4      2.74     58.25    1.84       57.33    24.00      0.300      0.164      0.000      0.413 
0.4L    :     19.87
    103.8      2.01     58.25    1.84       57.33    24.00      0.300      0.000      0.000      0.413 
0.5L    :     25.00
     68.0      1.32     58.25    1.84       57.33    24.00      0.300      0.000      0.000      0.413 
0.6L    :     30.13
    103.8      2.01     58.25    1.84       57.33    24.00      0.300      0.000      0.000      0.413 
0.7L    :     35.27
    141.5      2.74     58.25    1.84       57.33    24.00      0.300      0.164      0.000      0.413 
0.8L    :     40.40
    179.8      3.48     58.25    1.73       57.39    24.00      0.300      0.410      0.000      0.496 
0.9L    :     45.53
    219.0      4.23     58.25    1.37       57.56    24.00      0.300      0.659      0.000      1.760 
Critical:     45.20
    216.3      4.18     58.25    1.39       57.55    24.00      0.300      0.642      0.000      1.760 
Transfer:     47.67
    236.8      4.57     58.25    1.22       57.64    24.00      0.300      0.772      0.000      1.760 
Bearing :     50.00
    256.3      4.90     58.25    0.27       58.11    24.00      0.300      0.883      0.000      2.347 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.47 ft
Prestress      :       0.135  1.80      0.242  2.20      0.296
Self Wt.       :      -0.030  1.85     -0.055  2.40     -0.071
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          :       0.105            0.188            0.225
 
At 0.2 x L = 9.60 ft
Prestress      :       0.241  1.80      0.434  2.20      0.530
Self Wt.       :      -0.056  1.85     -0.103  2.40     -0.134
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          :       0.185            0.330            0.396
 
At 0.3 x L = 14.73 ft
Prestress      :       0.317  1.80      0.570  2.20      0.697
Self Wt.       :      -0.077  1.85     -0.142  2.40     -0.184
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          :       0.240            0.428            0.513
 
At 0.4 x L = 19.87 ft
Prestress      :       0.362  1.80      0.652  2.20      0.797
Self Wt.       :      -0.090  1.85     -0.166  2.40     -0.215
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          :       0.272            0.486            0.581
 
At 0.5 x L = 25.00 ft
Prestress      :       0.377  1.80      0.679  2.20      0.830
Self Wt.       :      -0.094  1.85     -0.174  2.40     -0.226
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          :       0.283            0.505            0.604
 
At 0.6 x L = 30.13 ft
Prestress      :       0.362  1.80      0.652  2.20      0.797
Self Wt.       :      -0.090  1.85     -0.166  2.40     -0.215
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          :       0.272            0.486            0.581
 
At 0.7 x L = 35.27 ft
Prestress      :       0.317  1.80      0.570  2.20      0.697
Self Wt.       :      -0.077  1.85     -0.142  2.40     -0.184
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          :       0.240            0.428            0.513
 
At 0.8 x L = 40.40 ft
Prestress      :       0.241  1.80      0.434  2.20      0.530
Self Wt.       :      -0.056  1.85     -0.103  2.40     -0.134
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          :       0.185            0.330            0.396
 
At 0.9 x L = 45.53 ft
Prestress      :       0.135  1.80      0.242  2.20      0.296
Self Wt.       :      -0.030  1.85     -0.055  2.40     -0.071
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          :       0.105            0.188            0.225
 

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
   479.4    58.2  1.720  268.1    1.4   1.22   2215.6  0.123T 1.00       -       -     -     -  
H/2     :   2.59
   529.6    58.2  1.746  268.1    1.5   1.24   2248.1  0.121T 1.00       -       -     -     -  
0.1L    :   4.47
   871.5    58.2  1.931  267.9    1.6   1.37   2481.2  0.109T 1.00       -       -     -     -  
0.2L    :   9.60
  1634.2    58.2  2.437  267.4    2.0   1.73   3115.7  0.086T 1.00       -       -     -     -  
0.3L    :  14.73
  2141.5    58.2  2.604  267.2    2.2   1.84   3323.8  0.080T 1.00   1050.9  1050.9    3.16    -  
0.4L    :  19.87
  2440.0    58.2  2.604  267.2    2.2   1.84   3323.8  0.080T 1.00   1014.9  1014.9    3.28    -  
0.5L    :  25.00
  2505.5    58.2  2.604  267.2    2.2   1.84   3323.8  0.080T 1.00   1002.5  1002.5    3.32    -  
0.6L    :  30.13
  2441.2    58.2  2.604  267.2    2.2   1.84   3323.8  0.080T 1.00   1014.4  1014.4    3.28    -  
0.7L    :  35.27
  2142.4    58.2  2.604  267.2    2.2   1.84   3323.8  0.080T 1.00   1050.5  1050.5    3.16    -  
0.8L    :  40.40
  1634.8    58.2  2.437  267.4    2.0   1.73   3115.7  0.086T 1.00       -       -     -     -  
0.9L    :  45.53
   871.8    58.2  1.931  267.9    1.6   1.37   2481.2  0.109T 1.00       -       -     -     -  
H/2     :  47.41
   529.8    58.2  1.746  268.1    1.5   1.24   2248.1  0.121T 1.00       -       -     -     -  
Transfer:  47.67
   479.6    58.2  1.720  268.1    1.4   1.22   2215.6  0.123T 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 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.012
        M   2.00 Fb     0.212
 
  2   2 E   6.00 Ft    -0.059
        M   6.00 Fb     0.453
 
  3   2 E   6.00 Ft    -0.106
        M   6.00 Fb     0.694
 
  4   2 E   6.00 Ft    -0.153
        M   6.00 Fb     0.934
 
  5   2 E   2.00 Ft    -0.234
        M   2.00 Fb     1.203
 
  6   2 E   2.00 Ft    -0.316
        M   2.00 Fb     1.472
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 51.33            Release Length, ft: 51.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.71 %               Final losses: 11.12 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.472     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.316       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3323.84     2505.54     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   0.044     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.383     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.258    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.304     Midspan
    Pre.Bot:                                                             2.000   0.545    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  25.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.377  1.80      0.679  2.20      0.830
Self Wt.       :      -0.094  1.85     -0.174  2.40     -0.226
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          :       0.283            0.505            0.604
 
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   50.00
     DC  Line       0.087      0.00       0.087   50.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    27.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 51.333 ft
Release length = 51.333 ft
Design  length = 50.000 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)  : 0.888   (Calculated)    
Live Moment (1  lane  loaded)  : 0.650   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.117   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.893   (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           1563.8 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           732138 in4#
Ht. of c.g.           =        24.64 in             42.18 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 = 0.9290

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     4.47     9.60    14.73    19.87    25.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    751.9    762.9    762.9    762.9    762.9    762.9    762.9    762.9
  Yb      ,  in    24.55    24.26    24.26    24.26    24.26    24.26    24.26    24.26
  MI(Ixx) , in4   287192   291767   291767   291767   291767   291767   291767   291767
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1566.8   1577.3   1577.3   1577.3   1577.3   1577.3   1577.3   1577.3
  Yb      ,  in    42.11    41.85    41.85    41.85    41.85    41.85    41.85    41.85
  MI(Ixx) , in4   736520   751730   751730   751730   751730   751730   751730   751730

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 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           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 17.97 ft from member end )
END PATTERN (Ycg = 4.00 in):
     6 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.962 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.953 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.093 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)       
-------------------------------------------------------------------------------------
       615.996         740 455.837      9.886 40039.828   704.432     324.935        
 
 
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       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.3750      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      7.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.1670     10.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.1670     15.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      15.1670     36.1660    Yes
      2      US#5[M16]       60.00        0.62      15.00      36.1660     41.1660    Yes
      2      US#5[M16]       60.00        0.62      12.00      41.1660     44.1660    Yes
      2      US#5[M16]       60.00        0.62       9.00      44.1660     45.6660    Yes
      2      US#6[M19]       60.00        0.88       6.00      45.6660     48.6660    Yes
      2      US#6[M19]       60.00        0.88       5.00      48.6660     49.0830    Yes
      2      US#6[M19]       60.00        0.88       4.50      49.0830     50.9580    Yes
      2      US#6[M19]       60.00        0.88       3.00      50.9580     51.2080    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 51.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg =  4.00 in
         P_init    =      510.4 kips  Ecc = 20.64 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     7.28 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.132 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.70 ksi    0.00 ksi
    due to Composite Loads                                 -0.55 ksi    0.00 ksi
    due to Live Loads                                      -2.73 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                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         6.20 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  7.28 ksi  ( 3.71 %)            14.52 ksi ( 7.41 %)
Total Prestress Losses                                    21.80 ksi (11.12 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.2 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    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    43.4    48.0    79.3   151.3   202.6   233.5   243.7
(Max)       V      19.5    17.7    17.5    16.0    12.0     8.0     4.0     0.0
DL-Prec.  : M       0.0     6.8     7.5    12.4    23.7    31.7    36.6    38.2
DC(Max)     V       3.1     2.8     2.7     2.5     1.9     1.3     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    50.8    56.2    92.9   177.2   237.4   273.5   285.6
Haunch (Max)V      22.8    20.7    20.5    18.8    14.1     9.4     4.7     0.0
Diaphragm : M       0.0     0.5     0.6     1.0     2.2     3.3     4.5     5.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    17.0    18.8    31.2    59.4    79.6    91.7    95.8
DC(Max)     V       7.7     6.9     6.9     6.3     4.7     3.1     1.6     0.0
DL-Comp   : M       0.0     9.1    10.0    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
LL + I    : M+      0.0   181.5   200.4   328.9   611.2   791.1   895.4   910.2
            V     104.9    97.6    96.8    91.0    76.6    62.2    46.0    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   104.9    97.6    96.8    91.0    77.0    63.7    50.6    38.7
            M       0.0   183.8   202.7   328.9   588.2   746.0   800.2   769.4
Total     : M+      0.0   309.1   341.5   562.3  1056.6  1388.2  1584.0  1630.1
            V     162.2   149.6   148.2   138.1   112.0    85.9    57.9    16.1
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   162.2   149.6   148.2   138.1   112.5    87.3    62.6    38.9
            M       0.0   311.4   343.8   562.3  1033.6  1343.2  1488.9  1489.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.41   47.67   50.00
Self wt.  : M     233.5   202.6   151.3    79.3    48.0    43.4     0.0
(Max)       V       4.0     8.0    12.0    16.0    17.5    17.7    19.5
DL-Prec.  : M      36.6    31.7    23.7    12.4     7.5     6.8     0.0
DC(Max)     V       0.6     1.3     1.9     2.5     2.7     2.8     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     273.5   237.4   177.2    92.9    56.2    50.8     0.0
Haunch (Max)V       4.7     9.4    14.1    18.8    20.5    20.7    22.8
Diaphragm : M       5.5     4.1     2.6     1.2     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M      91.7    79.6    59.4    31.2    18.8    17.0     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     6.9     6.9     7.7
DL-Comp   : M      48.9    42.4    31.7    16.6    10.0     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
LL + I    : M+    895.4   791.1   611.2   328.9   200.4   181.5     0.0
            V      46.0    62.2    76.6    91.0    96.8    97.6   104.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.6    63.7    77.0    91.0    96.8    97.6   104.9
            M     800.2   746.0   588.2   328.9   202.7   183.8    -0.0
Total     : M+   1585.0  1389.0  1057.0   562.5   341.6   309.2     0.0
            V      58.0    86.0   112.1   138.2   148.3   149.7   162.3
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    62.6    87.4   112.5   138.2   148.3   149.7   162.3
            M    1489.8  1343.9  1034.1   562.5   343.9   311.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               19.5             19.5
Deck+Haunch            22.8             22.8
Diaphragm               0.2              0.3
DL-Prec.(DC)            3.1              3.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           38.3             38.3
DL-Comp.(DW)           20.4             20.4
Live                   74.6             74.6
        Truck          58.6             58.6
        Lane           16.0             16.0
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    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    43.4    48.0    79.3   151.3   202.6   233.5   243.7
(Max)       V      19.5    17.7    17.5    16.0    12.0     8.0     4.0     0.0
DL-Prec.  : M       0.0     6.8     7.5    12.4    23.7    31.7    36.6    38.2
DC(Max)     V       3.1     2.8     2.7     2.5     1.9     1.3     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    50.8    56.2    92.9   177.2   237.4   273.5   285.6
Haunch (Max)V      22.8    20.7    20.5    18.8    14.1     9.4     4.7     0.0
Diaphragm : M       0.0     0.5     0.6     1.0     2.2     3.3     4.5     5.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    17.0    18.8    31.2    59.4    79.6    91.7    95.8
DC(Max)     V       7.7     6.9     6.9     6.3     4.7     3.1     1.6     0.0
DL-Comp   : M       0.0     9.1    10.0    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
LL + I    : M+      0.0   145.2   160.3   263.1   488.9   632.9   716.3   728.2
            V      83.9    78.1    77.4    72.8    61.3    49.8    36.8    12.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    83.9    78.1    77.4    72.8    61.6    50.9    40.5    31.0
            M       0.0   147.0   162.1   263.1   470.6   596.8   640.2   615.5
Total     : M+      0.0   272.8   301.4   496.5   934.3  1230.0  1405.0  1448.1
            V     141.3   130.1   128.9   119.9    96.7    73.5    48.7    13.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   141.3   130.1   128.9   119.9    97.1    74.6    52.5    31.2
            M       0.0   274.7   303.2   496.5   916.0  1193.9  1328.8  1335.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.41   47.67   50.00
Self wt.  : M     233.5   202.6   151.3    79.3    48.0    43.4     0.0
(Max)       V       4.0     8.0    12.0    16.0    17.5    17.7    19.5
DL-Prec.  : M      36.6    31.7    23.7    12.4     7.5     6.8     0.0
DC(Max)     V       0.6     1.3     1.9     2.5     2.7     2.8     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     273.5   237.4   177.2    92.9    56.2    50.8     0.0
Haunch (Max)V       4.7     9.4    14.1    18.8    20.5    20.7    22.8
Diaphragm : M       5.5     4.1     2.6     1.2     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M      91.7    79.6    59.4    31.2    18.8    17.0     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     6.9     6.9     7.7
DL-Comp   : M      48.9    42.4    31.7    16.6    10.0     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
LL + I    : M+    716.3   632.9   488.9   263.1   160.3   145.2     0.0
            V      36.8    49.8    61.3    72.8    77.4    78.1    83.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.5    50.9    61.6    72.8    77.4    78.1    83.9
            M     640.2   596.8   470.6   263.1   162.1   147.0    -0.0
Total     : M+   1406.0  1230.8   934.8   496.8   301.6   272.9     0.0
            V      48.8    73.5    96.8   120.0   128.9   130.2   141.3
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    52.5    74.7    97.1   120.0   128.9   130.2   141.3
            M    1329.8  1194.7   916.5   496.8   303.4   274.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    54.2    59.9    99.2   189.1   253.3   291.8   304.7
(Max)       V      24.4    22.1    21.8    20.0    15.0    10.0     5.0     0.0
Self wt.  : M       0.0    39.0    43.2    71.4   136.1   182.4   210.1   219.4
(Min)       V      17.6    15.9    15.7    14.4    10.8     7.2     3.6     0.0
DL-Prec.  : M       0.0     8.5     9.4    15.5    29.6    39.7    45.7    47.7
DC(Max)     V       3.8     3.5     3.4     3.1     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     6.1     6.8    11.2    21.3    28.6    32.9    34.3
DC(Min)     V       2.7     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    63.5    70.2   116.2   221.5   296.8   341.9   357.0
Haunch (Max)V      28.6    25.9    25.6    23.5    17.6    11.7     5.9     0.0
Deck +    : M       0.0    45.7    50.6    83.6   159.5   213.7   246.2   257.0
Haunch (Min)V      20.6    18.6    18.4    16.9    12.7     8.4     4.2     0.0
Diaphragm : M       0.0     0.7     0.7     1.3     2.7     4.1     5.6     7.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     0.9     1.9     3.0     4.0     5.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    21.3    23.5    38.9    74.3    99.5   114.6   119.7
DC(Max)     V       9.6     8.7     8.6     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    15.3    17.0    28.0    53.5    71.6    82.5    86.2
DC(Min)     V       6.9     6.3     6.2     5.7     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0    13.6    15.1    24.9    47.5    63.6    73.3    76.6
DW(Max)     V       6.1     5.6     5.5     5.0     3.8     2.5     1.3     0.0
DL-Comp   : M       0.0     5.9     6.5    10.8    20.6    27.6    31.8    33.2
DW(Min)     V       2.7     2.4     2.4     2.2     1.6     1.1     0.5     0.0
LL + I    : M+      0.0   317.6   350.7   575.6  1069.5  1384.5  1567.0  1592.9
            V     183.5   170.8   169.4   159.2   134.1   108.9    80.5    27.9
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   183.5   170.8   169.4   159.2   134.8   111.4    88.6    67.7
            M       0.0   321.6   354.7   575.6  1029.4  1305.6  1400.4  1346.5
Total     : M+      0.0   479.4   529.6   871.5  1634.2  2141.5  2440.0  2505.5
            V     256.2   236.8   234.6   219.0   179.0   139.0    95.6    28.1
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   256.2   236.8   234.6   219.0   179.7   141.4   103.8    68.0
            M       0.0   483.5   533.6   871.5  1594.1  2062.6  2273.4  2259.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.41   47.67   50.00
Self wt.  : M     291.8   253.3   189.1    99.2    59.9    54.2     0.0
(Max)       V       5.0    10.0    15.0    20.0    21.8    22.1    24.4
Self wt.  : M     210.1   182.4   136.1    71.4    43.2    39.0     0.0
(Min)       V       3.6     7.2    10.8    14.4    15.7    15.9    17.6
DL-Prec.  : M      45.7    39.7    29.6    15.5     9.4     8.5     0.0
DC(Max)     V       0.8     1.6     2.4     3.1     3.4     3.5     3.8
DL-Prec.  : M      32.9    28.6    21.3    11.2     6.8     6.1     0.0
DC(Min)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     341.9   296.8   221.5   116.2    70.2    63.5     0.0
Haunch (Max)V       5.9    11.7    17.6    23.5    25.6    25.9    28.6
Deck +    : M     246.2   213.7   159.5    83.6    50.6    45.7     0.0
Haunch (Min)V       4.2     8.4    12.7    16.9    18.4    18.6    20.6
Diaphragm : M       6.8     5.1     3.3     1.5     0.9     0.8     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       4.9     3.6     2.4     1.1     0.6     0.6     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     114.6    99.5    74.3    38.9    23.5    21.3     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     8.6     8.7     9.6
DL-Comp   : M      82.5    71.6    53.5    28.0    17.0    15.3     0.0
DC(Min)     V       1.4     2.8     4.2     5.7     6.2     6.3     6.9
DL-Comp   : M      73.3    63.6    47.5    24.9    15.1    13.6     0.0
DW(Max)     V       1.3     2.5     3.8     5.0     5.5     5.6     6.1
DL-Comp   : M      31.8    27.6    20.6    10.8     6.5     5.9     0.0
DW(Min)     V       0.5     1.1     1.6     2.2     2.4     2.4     2.7
LL + I    : M+   1567.0  1384.5  1069.5   575.6   350.7   317.6     0.0
            V      80.5   108.9   134.1   159.2   169.4   170.8   183.5
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    88.6   111.4   134.8   159.2   169.4   170.8   183.5
            M    1400.4  1305.6  1029.4   575.6   354.7   321.6    -0.0
Total     : M+   2441.2  2142.4  1634.8   871.8   529.8   479.6     0.0
            V      95.7   139.0   179.0   219.0   234.7   236.8   256.3
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   103.8   141.5   179.8   219.0   234.7   236.8   256.3
            M    2274.6  2063.5  1594.7   871.8   533.7   483.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.4             24.4
Deck+Haunch            28.6             28.6
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.8              3.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           47.9             47.9
DL-Comp.(DW)           30.6             30.6
Live                  130.5            130.5
        Truck         102.5            102.5
        Lane           28.0             28.0
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    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    43.4    48.0    79.3   151.3   202.6   233.5   243.7
(Max)       V      19.5    17.7    17.5    16.0    12.0     8.0     4.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.8     7.5    12.4    23.7    31.7    36.6    38.2
DC(Max)     V       3.1     2.8     2.7     2.5     1.9     1.3     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    50.8    56.2    92.9   177.2   237.4   273.5   285.6
Haunch (Max)V      22.8    20.7    20.5    18.8    14.1     9.4     4.7     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.5     0.6     1.0     2.2     3.3     4.5     5.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    17.0    18.8    31.2    59.4    79.6    91.7    95.8
DC(Max)     V       7.7     6.9     6.9     6.3     4.7     3.1     1.6     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     9.1    10.0    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   126.1   139.0   225.4   402.0   501.0   565.7   581.0
            V      82.3    75.5    74.8    69.3    57.5    45.7    39.1    31.9
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    82.3    75.5    74.8    69.3    57.5    46.3    39.1    31.9
            M       0.0   126.1   139.0   225.4   402.0   496.7   565.7   581.0
Total     : M+      0.0   253.7   280.1   458.8   847.4  1098.1  1254.3  1300.9
            V     139.6   127.6   126.2   116.5    93.0    69.4    51.1    32.2
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   139.6   127.6   126.2   116.5    93.0    70.0    51.1    32.2
            M       0.0   253.7   280.1   458.8   847.4  1093.8  1254.3  1300.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.41   47.67   50.00
Self wt.  : M     233.5   202.6   151.3    79.3    48.0    43.4     0.0
(Max)       V       4.0     8.0    12.0    16.0    17.5    17.7    19.5
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      36.6    31.7    23.7    12.4     7.5     6.8     0.0
DC(Max)     V       0.6     1.3     1.9     2.5     2.7     2.8     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     273.5   237.4   177.2    92.9    56.2    50.8     0.0
Haunch (Max)V       4.7     9.4    14.1    18.8    20.5    20.7    22.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.5     4.1     2.6     1.2     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      91.7    79.6    59.4    31.2    18.8    17.0     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     6.9     6.9     7.7
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      48.9    42.4    31.7    16.6    10.0     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
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+    565.7   501.0   402.0   225.4   139.0   126.1     0.0
            V      39.1    45.7    57.5    69.3    74.8    75.5    82.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    39.1    46.3    57.5    69.3    74.8    75.5    82.3
            M     565.7   496.7   402.0   225.4   139.0   126.1     0.0
Total     : M+   1255.3  1098.8   847.9   459.1   280.2   253.8     0.0
            V      51.1    69.5    93.0   116.5   126.3   127.6   139.7
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    51.1    70.1    93.0   116.5   126.3   127.6   139.7
            M    1255.3  1094.5   847.9   459.1   280.2   253.8     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    5.13   10.27   15.40   20.53   25.67   17.97
 
Beam-Self
Precast-top    0.069   0.113   0.201   0.264   0.302   0.314   0.286 
Bottom        -0.056  -0.092  -0.164  -0.215  -0.246  -0.256  -0.233 
 
Prestress
Precast-top   -0.385  -0.385  -0.385  -0.385  -0.385  -0.385  -0.385 
Bottom         1.529   1.529   1.529   1.529   1.529   1.529   1.529 
 
Total
Precast-top   -0.316  -0.272  -0.184  -0.121  -0.083  -0.071  -0.099 
Bottom         1.472   1.436   1.365   1.313   1.283   1.272   1.295 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.95 %)
             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    4.47    9.60   14.73   19.87   25.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.008   0.009   0.014   0.028   0.037   0.043   0.044 
Precast-top   -0.079  -0.217  -0.204  -0.110   0.105   0.259   0.352   0.383 
Bottom         0.315   1.258   1.245   1.159   0.962   0.820   0.735   0.707 
 

 
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    5.13   10.27   15.40   20.53   25.67   17.97
 
Beam-Self
Precast-top    0.069   0.113   0.201   0.264   0.302   0.314   0.286 
Bottom        -0.056  -0.092  -0.164  -0.215  -0.246  -0.256  -0.233 
 
Prestress
Precast-top   -0.385  -0.385  -0.385  -0.385  -0.385  -0.385  -0.385 
Bottom         1.529   1.529   1.529   1.529   1.529   1.529   1.529 
 
Total
Precast-top   -0.316  -0.272  -0.184  -0.121  -0.083  -0.071  -0.099 
Bottom         1.472   1.436   1.365   1.313   1.283   1.272   1.295 
 
As_top  , in2  1.334   1.089   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 =  9.95 %)
             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    4.47    9.60   14.73   19.87   25.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    4.47    9.60   14.73   19.87   25.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.042   0.046   0.075   0.135   0.170   0.192   0.198 
Precast-top   -0.040  -0.084  -0.075  -0.011   0.130   0.227   0.286   0.304 
Bottom         0.158   0.545   0.530   0.429   0.212   0.075  -0.010  -0.035 
 

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
    256.2    6.5   58.2    0.382   0.0   6.00e-3 50.0    261.4     1.072    2.347      0.27
      0.0    0.3   58.1     42.0 0.151      23.3 0.87    12.00     0.092    1.659 
Transfer:   3.00
    236.8    6.5   58.2    1.720   0.0   3.03e-3 39.6    224.2     0.643    1.760      0.00
    483.5    1.2   57.6    189.0 0.140      38.9 1.47    12.00     0.092    1.780 
Critical:   5.46
    216.2    6.5   58.2    1.964   0.0   1.09e-3 32.8    170.5     0.382    1.760      0.00
    932.1    1.4   57.6    189.0 0.128      69.7 2.64    12.00     0.092    1.947 
0.1L    :   5.13
    219.0    6.5   58.2    1.931   0.0   1.33e-3 33.6    179.7     0.416    1.760      0.00
    871.5    1.4   57.6    189.0 0.130      63.6 2.40    12.00     0.092    1.922 
0.2L    :  10.27
    179.7    6.5   58.2    2.437   0.0   0.76e-3 31.6    118.9     0.255    0.496      0.00
   1594.1    1.7   57.4    189.0 0.107      80.8 3.06    24.00     0.092    1.561 
0.3L    :  15.40
    141.4    6.5   58.2    2.604   0.0   1.09e-3 32.8     87.6     0.197    0.413      0.00
   2062.6    1.8   57.3    189.0 0.084      69.5 2.64    24.00     0.092    1.611 
0.4L    :  20.53
    103.8    6.5   58.2    2.604   0.0   1.18e-3 33.1     48.2     0.110    0.413      0.00
   2273.4    1.8   57.3    189.0 0.062      67.1 2.55    24.00     0.092    2.157 
0.5L    :  25.67
     68.0    6.5   58.2    2.604   0.0   0.66e-3 31.3      0.0     0.092    0.413      0.00
   2259.1    1.8   57.3    189.0 0.041      84.7 3.22    24.00     0.092    3.701 
0.6L    :  30.80
    103.8    6.5   58.2    2.604   0.0   1.18e-3 33.1     48.4     0.110    0.413      0.00
   2274.6    1.8   57.3    189.0 0.062      67.0 2.54    24.00     0.092    2.153 
0.7L    :  35.93
    141.5    6.5   58.2    2.604   0.0   1.10e-3 32.8     87.8     0.198    0.413      0.00
   2063.5    1.8   57.3    189.0 0.084      69.4 2.64    24.00     0.092    1.609 
0.8L    :  41.07
    179.8    6.5   58.2    2.437   0.0   0.76e-3 31.7    119.1     0.256    0.496      0.00
   1594.7    1.7   57.4    189.0 0.107      80.7 3.06    24.00     0.092    1.559 
0.9L    :  46.20
    219.0    6.5   58.2    1.931   0.0   1.33e-3 33.7    179.8     0.416    1.760      0.00
    871.8    1.4   57.6    189.0 0.130      63.5 2.40    12.00     0.092    1.922 
Critical:  45.87
    216.2    6.5   58.2    1.964   0.0   1.10e-3 32.8    170.6     0.383    1.760      0.00
    932.4    1.4   57.6    189.0 0.128      69.7 2.63    12.00     0.092    1.946 
Transfer:  48.33
    236.8    6.5   58.2    1.720   0.0   3.03e-3 39.6    224.3     0.644    1.760      0.00
    483.6    1.2   57.6    189.0 0.140      38.8 1.47    12.00     0.092    1.780 
Bearing :  50.67
    256.3    6.5   58.2    0.382   0.0   6.00e-3 50.0    261.5     1.072    2.347      0.27
      0.0    0.3   58.1     42.0 0.151      23.3 0.87    12.00     0.092    1.658 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.02
 
 
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
    256.2      4.90     58.25    0.27       58.11    24.00      0.300      0.883      0.000      2.347 
Transfer:      2.33
    236.8      4.56     58.25    1.22       57.64    24.00      0.300      0.771      0.000      1.760 
Critical:      4.80
    216.2      4.17     58.25    1.39       57.55    24.00      0.300      0.642      0.000      1.760 
0.1L    :      4.47
    219.0      4.23     58.25    1.37       57.56    24.00      0.300      0.659      0.000      1.760 
0.2L    :      9.60
    179.7      3.48     58.25    1.73       57.39    24.00      0.300      0.410      0.000      0.496 
0.3L    :     14.73
    141.4      2.74     58.25    1.84       57.33    24.00      0.300      0.164      0.000      0.413 
0.4L    :     19.87
    103.8      2.01     58.25    1.84       57.33    24.00      0.300      0.000      0.000      0.413 
0.5L    :     25.00
     68.0      1.32     58.25    1.84       57.33    24.00      0.300      0.000      0.000      0.413 
0.6L    :     30.13
    103.8      2.01     58.25    1.84       57.33    24.00      0.300      0.000      0.000      0.413 
0.7L    :     35.27
    141.5      2.74     58.25    1.84       57.33    24.00      0.300      0.164      0.000      0.413 
0.8L    :     40.40
    179.8      3.48     58.25    1.73       57.39    24.00      0.300      0.410      0.000      0.496 
0.9L    :     45.53
    219.0      4.23     58.25    1.37       57.56    24.00      0.300      0.659      0.000      1.760 
Critical:     45.20
    216.3      4.18     58.25    1.39       57.55    24.00      0.300      0.642      0.000      1.760 
Transfer:     47.67
    236.8      4.57     58.25    1.22       57.64    24.00      0.300      0.772      0.000      1.760 
Bearing :     50.00
    256.3      4.90     58.25    0.27       58.11    24.00      0.300      0.883      0.000      2.347 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.47 ft
Prestress      :       0.135  1.80      0.242  2.20      0.296
Self Wt.       :      -0.030  1.85     -0.055  2.40     -0.071
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          :       0.105            0.188            0.225
 
At 0.2 x L = 9.60 ft
Prestress      :       0.241  1.80      0.434  2.20      0.530
Self Wt.       :      -0.056  1.85     -0.103  2.40     -0.134
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          :       0.185            0.330            0.396
 
At 0.3 x L = 14.73 ft
Prestress      :       0.317  1.80      0.570  2.20      0.697
Self Wt.       :      -0.077  1.85     -0.142  2.40     -0.184
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          :       0.240            0.428            0.513
 
At 0.4 x L = 19.87 ft
Prestress      :       0.362  1.80      0.652  2.20      0.797
Self Wt.       :      -0.090  1.85     -0.166  2.40     -0.215
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          :       0.272            0.486            0.581
 
At 0.5 x L = 25.00 ft
Prestress      :       0.377  1.80      0.679  2.20      0.830
Self Wt.       :      -0.094  1.85     -0.174  2.40     -0.226
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          :       0.283            0.505            0.604
 
At 0.6 x L = 30.13 ft
Prestress      :       0.362  1.80      0.652  2.20      0.797
Self Wt.       :      -0.090  1.85     -0.166  2.40     -0.215
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          :       0.272            0.486            0.581
 
At 0.7 x L = 35.27 ft
Prestress      :       0.317  1.80      0.570  2.20      0.697
Self Wt.       :      -0.077  1.85     -0.142  2.40     -0.184
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          :       0.240            0.428            0.513
 
At 0.8 x L = 40.40 ft
Prestress      :       0.241  1.80      0.434  2.20      0.530
Self Wt.       :      -0.056  1.85     -0.103  2.40     -0.134
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          :       0.185            0.330            0.396
 
At 0.9 x L = 45.53 ft
Prestress      :       0.135  1.80      0.242  2.20      0.296
Self Wt.       :      -0.030  1.85     -0.055  2.40     -0.071
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          :       0.105            0.188            0.225
 

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
   479.4    58.2  1.720  268.1    1.4   1.22   2215.6  0.123T 1.00       -       -     -     -  
H/2     :   2.59
   529.6    58.2  1.746  268.1    1.5   1.24   2248.1  0.121T 1.00       -       -     -     -  
0.1L    :   4.47
   871.5    58.2  1.931  267.9    1.6   1.37   2481.2  0.109T 1.00       -       -     -     -  
0.2L    :   9.60
  1634.2    58.2  2.437  267.4    2.0   1.73   3115.7  0.086T 1.00       -       -     -     -  
0.3L    :  14.73
  2141.5    58.2  2.604  267.2    2.2   1.84   3323.8  0.080T 1.00   1050.9  1050.9    3.16    -  
0.4L    :  19.87
  2440.0    58.2  2.604  267.2    2.2   1.84   3323.8  0.080T 1.00   1014.9  1014.9    3.28    -  
0.5L    :  25.00
  2505.5    58.2  2.604  267.2    2.2   1.84   3323.8  0.080T 1.00   1002.5  1002.5    3.32    -  
0.6L    :  30.13
  2441.2    58.2  2.604  267.2    2.2   1.84   3323.8  0.080T 1.00   1014.4  1014.4    3.28    -  
0.7L    :  35.27
  2142.4    58.2  2.604  267.2    2.2   1.84   3323.8  0.080T 1.00   1050.5  1050.5    3.16    -  
0.8L    :  40.40
  1634.8    58.2  2.437  267.4    2.0   1.73   3115.7  0.086T 1.00       -       -     -     -  
0.9L    :  45.53
   871.8    58.2  1.931  267.9    1.6   1.37   2481.2  0.109T 1.00       -       -     -     -  
H/2     :  47.41
   529.8    58.2  1.746  268.1    1.5   1.24   2248.1  0.121T 1.00       -       -     -     -  
Transfer:  47.67
   479.6    58.2  1.720  268.1    1.4   1.22   2215.6  0.123T 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 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.012
        M   2.00 Fb     0.212
 
  2   2 E   6.00 Ft    -0.059
        M   6.00 Fb     0.453
 
  3   2 E   6.00 Ft    -0.106
        M   6.00 Fb     0.694
 
  4   2 E   6.00 Ft    -0.153
        M   6.00 Fb     0.934
 
  5   2 E   2.00 Ft    -0.234
        M   2.00 Fb     1.203
 
  6   2 E   2.00 Ft    -0.316
        M   2.00 Fb     1.472
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 51.33            Release Length, ft: 51.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.71 %               Final losses: 11.12 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.472     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.316       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3323.84     2505.54     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   0.044     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.383     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.258    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.304     Midspan
    Pre.Bot:                                                             2.000   0.545    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  25.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.377  1.80      0.679  2.20      0.830
Self Wt.       :      -0.094  1.85     -0.174  2.40     -0.226
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          :       0.283            0.505            0.604
 
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   50.00
     DC  Line       0.076      0.00       0.076   50.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    27.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 51.333 ft
Release length = 51.333 ft
Design  length = 50.000 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)  : 0.869   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.888   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.978   (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           1466.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           704468 in4#
Ht. of c.g.           =        24.64 in             41.11 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 = 0.9290

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     4.47     9.60    14.73    19.87    25.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    751.9    762.9    762.9    762.9    762.9    762.9    762.9    762.9
  Yb      ,  in    24.55    24.26    24.26    24.26    24.26    24.26    24.26    24.26
  MI(Ixx) , in4   287192   291767   291767   291767   291767   291767   291767   291767
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1469.6   1480.1   1480.1   1480.1   1480.1   1480.1   1480.1   1480.1
  Yb      ,  in    41.03    40.77    40.77    40.77    40.77    40.77    40.77    40.77
  MI(Ixx) , in4   708606   722963   722963   722963   722963   722963   722963   722963

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 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           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 17.97 ft from member end )
END PATTERN (Ycg = 4.00 in):
     6 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.932 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.915 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.093 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)       
-------------------------------------------------------------------------------------
       615.996         740 455.837      9.886 40039.828   704.432     324.935        
 
 
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       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.3750      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      7.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.1670     10.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.1670     15.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      15.1670     36.1660    Yes
      2      US#5[M16]       60.00        0.62      15.00      36.1660     41.1660    Yes
      2      US#5[M16]       60.00        0.62      12.00      41.1660     44.1660    Yes
      2      US#5[M16]       60.00        0.62       9.00      44.1660     45.6660    Yes
      2      US#6[M19]       60.00        0.88       6.00      45.6660     48.6660    Yes
      2      US#6[M19]       60.00        0.88       5.00      48.6660     49.0830    Yes
      2      US#6[M19]       60.00        0.88       4.50      49.0830     50.9580    Yes
      2      US#6[M19]       60.00        0.88       3.00      50.9580     51.2080    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 51.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg =  4.00 in
         P_init    =      510.4 kips  Ecc = 20.64 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     7.28 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.132 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.50 ksi    0.00 ksi
    due to Composite Loads                                 -0.56 ksi    0.00 ksi
    due to Live Loads                                      -2.70 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                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         6.20 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  7.28 ksi  ( 3.71 %)            14.76 ksi ( 7.53 %)
Total Prestress Losses                                    22.03 ksi (11.24 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    43.4    48.0    79.3   151.3   202.6   233.5   243.7
(Max)       V      19.5    17.7    17.5    16.0    12.0     8.0     4.0     0.0
DL-Prec.  : M       0.0     6.2     6.9    11.3    21.6    29.0    33.4    34.9
DC(Max)     V       2.8     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    44.8    49.5    81.8   156.1   209.1   240.9   251.5
Haunch (Max)V      20.1    18.2    18.0    16.5    12.4     8.3     4.1     0.0
Diaphragm : M       0.0     0.3     0.3     0.5     1.1     1.7     2.2     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    17.0    18.8    31.2    59.4    79.6    91.7    95.8
DC(Max)     V       7.7     6.9     6.9     6.3     4.7     3.1     1.6     0.0
DL-Comp   : M       0.0     9.1    10.0    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
LL + I    : M+      0.0   177.6   196.1   321.9   598.1   774.3   876.3   890.8
            V      91.8    85.5    84.7    79.7    67.1    54.5    40.3    13.9
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    91.8    85.5    84.7    79.7    67.4    55.7    44.3    33.9
            M       0.0   179.9   198.3   321.9   575.7   730.1   783.2   753.0
Total     : M+      0.0   298.3   329.6   542.7  1019.3  1338.7  1526.9  1570.6
            V     146.1   134.7   133.4   124.2   100.5    76.8    51.5    14.1
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   146.1   134.7   133.4   124.2   100.9    78.1    55.6    34.0
            M       0.0   300.6   331.8   542.7   996.8  1294.5  1433.8  1432.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.41   47.67   50.00
Self wt.  : M     233.5   202.6   151.3    79.3    48.0    43.4     0.0
(Max)       V       4.0     8.0    12.0    16.0    17.5    17.7    19.5
DL-Prec.  : M      33.4    29.0    21.6    11.3     6.9     6.2     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     240.9   209.1   156.1    81.8    49.5    44.8     0.0
Haunch (Max)V       4.1     8.3    12.4    16.5    18.0    18.2    20.1
Diaphragm : M       2.7     2.0     1.3     0.6     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      91.7    79.6    59.4    31.2    18.8    17.0     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     6.9     6.9     7.7
DL-Comp   : M      48.9    42.4    31.7    16.6    10.0     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
LL + I    : M+    876.3   774.3   598.1   321.9   196.1   177.6     0.0
            V      40.3    54.5    67.1    79.7    84.7    85.5    91.8
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    44.3    55.7    67.4    79.7    84.7    85.5    91.8
            M     783.2   730.1   575.7   321.9   198.3   179.9    -0.0
Total     : M+   1527.4  1339.0  1019.5   542.8   329.7   298.4     0.0
            V      51.5    76.9   100.6   124.3   133.4   134.7   146.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    55.6    78.1   100.9   124.3   133.4   134.7   146.1
            M    1434.3  1294.9   997.1   542.8   331.9   300.7    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               19.5             19.5
Deck+Haunch            20.1             20.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.8              2.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           38.3             38.3
DL-Comp.(DW)           20.4             20.4
Live                   74.6             74.6
        Truck          58.6             58.6
        Lane           16.0             16.0
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    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    43.4    48.0    79.3   151.3   202.6   233.5   243.7
(Max)       V      19.5    17.7    17.5    16.0    12.0     8.0     4.0     0.0
DL-Prec.  : M       0.0     6.2     6.9    11.3    21.6    29.0    33.4    34.9
DC(Max)     V       2.8     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    44.8    49.5    81.8   156.1   209.1   240.9   251.5
Haunch (Max)V      20.1    18.2    18.0    16.5    12.4     8.3     4.1     0.0
Diaphragm : M       0.0     0.3     0.3     0.5     1.1     1.7     2.2     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    17.0    18.8    31.2    59.4    79.6    91.7    95.8
DC(Max)     V       7.7     6.9     6.9     6.3     4.7     3.1     1.6     0.0
DL-Comp   : M       0.0     9.1    10.0    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
LL + I    : M+      0.0   142.1   156.9   257.5   478.5   619.4   701.1   712.7
            V      73.4    68.4    67.8    63.7    53.7    43.6    32.2    11.2
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    73.4    68.4    67.8    63.7    54.0    44.6    35.5    27.1
            M       0.0   143.9   158.7   257.5   460.6   584.1   626.5   602.4
Total     : M+      0.0   262.8   290.4   478.3   899.6  1183.8  1351.7  1392.4
            V     127.7   117.6   116.4   108.3    87.1    65.9    43.4    11.3
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   127.7   117.6   116.4   108.3    87.4    66.9    46.7    27.2
            M       0.0   264.6   292.1   478.3   881.7  1148.5  1277.1  1282.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.41   47.67   50.00
Self wt.  : M     233.5   202.6   151.3    79.3    48.0    43.4     0.0
(Max)       V       4.0     8.0    12.0    16.0    17.5    17.7    19.5
DL-Prec.  : M      33.4    29.0    21.6    11.3     6.9     6.2     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     240.9   209.1   156.1    81.8    49.5    44.8     0.0
Haunch (Max)V       4.1     8.3    12.4    16.5    18.0    18.2    20.1
Diaphragm : M       2.7     2.0     1.3     0.6     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      91.7    79.6    59.4    31.2    18.8    17.0     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     6.9     6.9     7.7
DL-Comp   : M      48.9    42.4    31.7    16.6    10.0     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
LL + I    : M+    701.1   619.4   478.5   257.5   156.9   142.1     0.0
            V      32.2    43.6    53.7    63.7    67.8    68.4    73.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.5    44.6    54.0    63.7    67.8    68.4    73.4
            M     626.5   584.1   460.6   257.5   158.7   143.9    -0.0
Total     : M+   1352.2  1184.2   899.9   478.4   290.4   262.9     0.0
            V      43.5    66.0    87.2   108.3   116.5   117.6   127.7
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    46.7    67.0    87.5   108.3   116.5   117.6   127.7
            M    1277.6  1148.9   881.9   478.4   292.2   264.7    -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    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    54.2    59.9    99.2   189.1   253.3   291.8   304.7
(Max)       V      24.4    22.1    21.8    20.0    15.0    10.0     5.0     0.0
Self wt.  : M       0.0    39.0    43.2    71.4   136.1   182.4   210.1   219.4
(Min)       V      17.6    15.9    15.7    14.4    10.8     7.2     3.6     0.0
DL-Prec.  : M       0.0     7.8     8.6    14.2    27.0    36.2    41.7    43.6
DC(Max)     V       3.5     3.2     3.1     2.9     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     5.6     6.2    10.2    19.5    26.1    30.1    31.4
DC(Min)     V       2.5     2.3     2.2     2.1     1.5     1.0     0.5     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
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    55.9    61.9   102.3   195.1   261.4   301.1   314.4
Haunch (Max)V      25.2    22.8    22.5    20.7    15.5    10.3     5.2     0.0
Deck +    : M       0.0    40.3    44.5    73.7   140.5   188.2   216.8   226.4
Haunch (Min)V      18.1    16.4    16.2    14.9    11.2     7.4     3.7     0.0
Diaphragm : M       0.0     0.3     0.4     0.6     1.4     2.1     2.8     3.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.3     0.5     1.0     1.5     2.0     2.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.3    23.5    38.9    74.3    99.5   114.6   119.7
DC(Max)     V       9.6     8.7     8.6     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    15.3    17.0    28.0    53.5    71.6    82.5    86.2
DC(Min)     V       6.9     6.3     6.2     5.7     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0    13.6    15.1    24.9    47.5    63.6    73.3    76.6
DW(Max)     V       6.1     5.6     5.5     5.0     3.8     2.5     1.3     0.0
DL-Comp   : M       0.0     5.9     6.5    10.8    20.6    27.6    31.8    33.2
DW(Min)     V       2.7     2.4     2.4     2.2     1.6     1.1     0.5     0.0
LL + I    : M+      0.0   310.8   343.2   563.3  1046.7  1355.0  1533.6  1559.0
            V     160.7   149.6   148.3   139.4   117.4    95.4    70.4    24.4
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   160.7   149.6   148.3   139.4   118.0    97.5    77.6    59.3
            M       0.0   314.8   347.1   563.3  1007.5  1277.7  1370.6  1317.8
Total     : M+      0.0   464.0   512.6   843.4  1581.1  2071.1  2359.1  2421.4
            V     229.5   212.0   210.0   196.0   159.8   123.7    84.7    24.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   229.5   212.0   210.0   196.0   160.5   125.9    91.8    59.4
            M       0.0   468.0   516.4   843.4  1541.8  1993.8  2196.0  2180.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.41   47.67   50.00
Self wt.  : M     291.8   253.3   189.1    99.2    59.9    54.2     0.0
(Max)       V       5.0    10.0    15.0    20.0    21.8    22.1    24.4
Self wt.  : M     210.1   182.4   136.1    71.4    43.2    39.0     0.0
(Min)       V       3.6     7.2    10.8    14.4    15.7    15.9    17.6
DL-Prec.  : M      41.7    36.2    27.0    14.2     8.6     7.8     0.0
DC(Max)     V       0.7     1.4     2.1     2.9     3.1     3.2     3.5
DL-Prec.  : M      30.1    26.1    19.5    10.2     6.2     5.6     0.0
DC(Min)     V       0.5     1.0     1.5     2.1     2.2     2.3     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     301.1   261.4   195.1   102.3    61.9    55.9     0.0
Haunch (Max)V       5.2    10.3    15.5    20.7    22.5    22.8    25.2
Deck +    : M     216.8   188.2   140.5    73.7    44.5    40.3     0.0
Haunch (Min)V       3.7     7.4    11.2    14.9    16.2    16.4    18.1
Diaphragm : M       3.4     2.5     1.7     0.8     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.5     1.8     1.2     0.6     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     114.6    99.5    74.3    38.9    23.5    21.3     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     8.6     8.7     9.6
DL-Comp   : M      82.5    71.6    53.5    28.0    17.0    15.3     0.0
DC(Min)     V       1.4     2.8     4.2     5.7     6.2     6.3     6.9
DL-Comp   : M      73.3    63.6    47.5    24.9    15.1    13.6     0.0
DW(Max)     V       1.3     2.5     3.8     5.0     5.5     5.6     6.1
DL-Comp   : M      31.8    27.6    20.6    10.8     6.5     5.9     0.0
DW(Min)     V       0.5     1.1     1.6     2.2     2.4     2.4     2.7
LL + I    : M+   1533.6  1354.9  1046.7   563.3   343.2   310.8     0.0
            V      70.4    95.4   117.4   139.4   148.3   149.6   160.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    77.6    97.5   118.0   139.4   148.3   149.6   160.7
            M    1370.6  1277.7  1007.5   563.3   347.1   314.8    -0.0
Total     : M+   2359.7  2071.5  1581.4   843.5   512.7   464.1     0.0
            V      84.7   123.8   159.9   196.0   210.1   212.0   229.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    91.9   125.9   160.5   196.0   210.1   212.0   229.6
            M    2196.7  1994.3  1542.1   843.5   516.5   468.0    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.4             24.4
Deck+Haunch            25.2             25.2
Diaphragm               0.1              0.2
DL-Prec.(DC)            3.5              3.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           47.9             47.9
DL-Comp.(DW)           30.6             30.6
Live                  130.5            130.5
        Truck         102.5            102.5
        Lane           28.0             28.0
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    4.47    9.60   14.73   19.87   25.00
Self wt.  : M       0.0    43.4    48.0    79.3   151.3   202.6   233.5   243.7
(Max)       V      19.5    17.7    17.5    16.0    12.0     8.0     4.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.2     6.9    11.3    21.6    29.0    33.4    34.9
DC(Max)     V       2.8     2.5     2.5     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    44.8    49.5    81.8   156.1   209.1   240.9   251.5
Haunch (Max)V      20.1    18.2    18.0    16.5    12.4     8.3     4.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     0.5     1.1     1.7     2.2     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    17.0    18.8    31.2    59.4    79.6    91.7    95.8
DC(Max)     V       7.7     6.9     6.9     6.3     4.7     3.1     1.6     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     9.1    10.0    16.6    31.7    42.4    48.9    51.0
DW(Max)     V       4.1     3.7     3.7     3.4     2.5     1.7     0.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   155.1   171.0   277.3   494.6   616.4   696.0   714.9
            V      90.1    82.7    81.8    75.9    63.0    50.1    42.8    35.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    90.1    82.7    81.8    75.9    63.0    50.7    42.8    35.0
            M       0.0   155.1   171.0   277.3   494.6   611.1   696.0   714.9
Total     : M+      0.0   275.8   304.5   498.1   915.8  1180.8  1346.6  1394.6
            V     144.3   131.9   130.5   120.5    96.4    72.4    54.1    35.1
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   144.3   131.9   130.5   120.5    96.4    73.0    54.1    35.1
            M       0.0   275.8   304.5   498.1   915.8  1175.5  1346.6  1394.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.13   35.27   40.40   45.53   47.41   47.67   50.00
Self wt.  : M     233.5   202.6   151.3    79.3    48.0    43.4     0.0
(Max)       V       4.0     8.0    12.0    16.0    17.5    17.7    19.5
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      33.4    29.0    21.6    11.3     6.9     6.2     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.5     2.5     2.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     240.9   209.1   156.1    81.8    49.5    44.8     0.0
Haunch (Max)V       4.1     8.3    12.4    16.5    18.0    18.2    20.1
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       2.7     2.0     1.3     0.6     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      91.7    79.6    59.4    31.2    18.8    17.0     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     6.9     6.9     7.7
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      48.9    42.4    31.7    16.6    10.0     9.1     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.7     3.7     4.1
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+    696.0   616.4   494.6   277.3   171.0   155.1     0.0
            V      42.8    50.1    63.0    75.9    81.8    82.7    90.1
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    42.8    50.7    63.0    75.9    81.8    82.7    90.1
            M     696.0   611.1   494.6   277.3   171.0   155.1     0.0
Total     : M+   1347.1  1181.1   916.0   498.2   304.6   275.9     0.0
            V      54.1    72.4    96.5   120.5   130.5   131.9   144.3
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    54.1    73.1    96.5   120.5   130.5   131.9   144.3
            M    1347.1  1175.9   916.0   498.2   304.6   275.9     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    5.13   10.27   15.40   20.53   25.67   17.97
 
Beam-Self
Precast-top    0.069   0.113   0.201   0.264   0.302   0.314   0.286 
Bottom        -0.056  -0.092  -0.164  -0.215  -0.246  -0.256  -0.233 
 
Prestress
Precast-top   -0.385  -0.385  -0.385  -0.385  -0.385  -0.385  -0.385 
Bottom         1.529   1.529   1.529   1.529   1.529   1.529   1.529 
 
Total
Precast-top   -0.316  -0.272  -0.184  -0.121  -0.083  -0.071  -0.099 
Bottom         1.472   1.436   1.365   1.313   1.283   1.272   1.295 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.95 %)
             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    4.47    9.60   14.73   19.87   25.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.009   0.010   0.016   0.030   0.040   0.047   0.049 
Precast-top   -0.079  -0.225  -0.212  -0.124   0.077   0.222   0.309   0.337 
Bottom         0.315   1.264   1.253   1.172   0.985   0.852   0.772   0.746 
 

 
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    5.13   10.27   15.40   20.53   25.67   17.97
 
Beam-Self
Precast-top    0.069   0.113   0.201   0.264   0.302   0.314   0.286 
Bottom        -0.056  -0.092  -0.164  -0.215  -0.246  -0.256  -0.233 
 
Prestress
Precast-top   -0.385  -0.385  -0.385  -0.385  -0.385  -0.385  -0.385 
Bottom         1.529   1.529   1.529   1.529   1.529   1.529   1.529 
 
Total
Precast-top   -0.316  -0.272  -0.184  -0.121  -0.083  -0.071  -0.099 
Bottom         1.472   1.436   1.365   1.313   1.283   1.272   1.295 
 
As_top  , in2  1.334   1.089   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 =  9.95 %)
             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    4.47    9.60   14.73   19.87   25.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    4.47    9.60   14.73   19.87   25.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.056   0.061   0.100   0.179   0.224   0.254   0.261 
Precast-top   -0.040  -0.079  -0.069  -0.001   0.147   0.246   0.307   0.326 
Bottom         0.158   0.527   0.511   0.398   0.158   0.009  -0.085  -0.111 
 

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
    229.5    6.5   58.2    0.383   0.0   6.00e-3 50.0    231.7     0.951    2.347      0.06
      0.0    0.3   58.1     42.0 0.135      23.3 0.87    12.00     0.092    1.851 
Transfer:   3.00
    212.0    6.5   58.2    1.723   0.0   2.00e-3 36.0    184.8     0.467    1.760      0.00
    468.0    1.4   57.6    189.0 0.126      50.7 1.92    12.00     0.092    1.985 
Critical:   5.45
    193.5    6.5   58.2    1.966   0.0   0.28e-3 30.0    110.0     0.221    1.760      0.00
    900.8    1.6   57.5    189.0 0.115     105.0 3.98    24.00     0.092    2.171 
0.1L    :   5.13
    196.0    6.5   58.2    1.933   0.0   0.48e-3 30.7    124.6     0.257    1.760      0.00
    843.4    1.6   57.5    189.0 0.117      93.1 3.53    24.00     0.092    2.145 
0.2L    :  10.27
    160.5    6.5   58.2    2.440   0.0   0.32e-3 30.1     76.7     0.155    0.496      0.00
   1541.8    2.0   57.3    189.0 0.096     101.7 3.86    24.00     0.092    1.942 
0.3L    :  15.40
    125.9    6.5   58.2    2.604   0.0   0.70e-3 31.5     57.2     0.122    0.413      0.00
   1993.8    2.1   57.2    189.0 0.075      82.7 3.15    24.00     0.092    1.973 
0.4L    :  20.53
     91.8    6.5   58.2    2.604   0.0   0.81e-3 31.8     23.7     0.092    0.413      0.00
   2196.0    2.1   57.2    189.0 0.055      78.3 2.98    24.00     0.092    2.633 
0.5L    :  25.67
     59.4    6.5   58.2    2.604   0.0   0.33e-3 30.2      0.0     0.092    0.413      0.00
   2180.2    2.1   57.2    189.0 0.036     101.0 3.84    24.00     0.092    4.610 
0.6L    :  30.80
     91.9    6.5   58.2    2.604   0.0   0.82e-3 31.9     23.8     0.092    0.413      0.00
   2196.7    2.1   57.2    189.0 0.055      78.3 2.98    24.00     0.092    2.630 
0.7L    :  35.93
    125.9    6.5   58.2    2.604   0.0   0.70e-3 31.5     57.3     0.123    0.413      0.00
   1994.3    2.1   57.2    189.0 0.075      82.6 3.14    24.00     0.092    1.971 
0.8L    :  41.07
    160.5    6.5   58.2    2.440   0.0   0.32e-3 30.1     76.8     0.156    0.496      0.00
   1542.1    2.0   57.3    189.0 0.096     101.6 3.86    24.00     0.092    1.941 
0.9L    :  46.20
    196.0    6.5   58.2    1.933   0.0   0.48e-3 30.7    124.7     0.258    1.760      0.00
    843.5    1.6   57.5    189.0 0.117      93.0 3.52    24.00     0.092    2.144 
Critical:  45.88
    193.5    6.5   58.2    1.966   0.0   0.28e-3 30.0    110.1     0.221    1.760      0.00
    900.9    1.6   57.5    189.0 0.115     104.9 3.97    24.00     0.092    2.171 
Transfer:  48.33
    212.0    6.5   58.2    1.723   0.0   2.00e-3 36.0    184.9     0.467    1.760      0.00
    468.0    1.4   57.6    189.0 0.126      50.7 1.92    12.00     0.092    1.985 
Bearing :  50.67
    229.6    6.5   58.2    0.383   0.0   6.00e-3 50.0    231.8     0.951    2.347      0.06
      0.0    0.3   58.1     42.0 0.135      23.3 0.87    12.00     0.092    1.851 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.02
 
 
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
    229.5      4.39     58.25    0.31       58.09    24.00      0.300      0.713      0.000      2.347 
Transfer:      2.33
    212.0      4.09     58.25    1.39       57.55    24.00      0.300      0.614      0.000      1.760 
Critical:      4.79
    193.6      3.74     58.25    1.59       57.46    24.00      0.300      0.498      0.000      1.760 
0.1L    :      4.47
    196.0      3.79     58.25    1.56       57.47    24.00      0.300      0.513      0.000      1.760 
0.2L    :      9.60
    160.5      3.11     58.25    1.97       57.27    24.00      0.300      0.288      0.000      0.496 
0.3L    :     14.73
    125.9      2.45     58.25    2.10       57.20    24.00      0.300      0.065      0.000      0.413 
0.4L    :     19.87
     91.8      1.78     58.25    2.10       57.20    24.00      0.300      0.000      0.000      0.413 
0.5L    :     25.00
     59.4      1.15     58.25    2.10       57.20    24.00      0.300      0.000      0.000      0.413 
0.6L    :     30.13
     91.9      1.78     58.25    2.10       57.20    24.00      0.300      0.000      0.000      0.413 
0.7L    :     35.27
    125.9      2.45     58.25    2.10       57.20    24.00      0.300      0.065      0.000      0.413 
0.8L    :     40.40
    160.5      3.11     58.25    1.97       57.27    24.00      0.300      0.288      0.000      0.496 
0.9L    :     45.53
    196.0      3.79     58.25    1.56       57.47    24.00      0.300      0.513      0.000      1.760 
Critical:     45.21
    193.6      3.74     58.25    1.59       57.46    24.00      0.300      0.498      0.000      1.760 
Transfer:     47.67
    212.0      4.09     58.25    1.39       57.55    24.00      0.300      0.614      0.000      1.760 
Bearing :     50.00
    229.6      4.39     58.25    0.31       58.09    24.00      0.300      0.714      0.000      2.347 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.47 ft
Prestress      :       0.135  1.80      0.242  2.20      0.296
Self Wt.       :      -0.030  1.85     -0.055  2.40     -0.071
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          :       0.105            0.188            0.225
 
At 0.2 x L = 9.60 ft
Prestress      :       0.241  1.80      0.434  2.20      0.530
Self Wt.       :      -0.056  1.85     -0.103  2.40     -0.134
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          :       0.185            0.330            0.396
 
At 0.3 x L = 14.73 ft
Prestress      :       0.317  1.80      0.570  2.20      0.697
Self Wt.       :      -0.077  1.85     -0.142  2.40     -0.184
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          :       0.240            0.428            0.513
 
At 0.4 x L = 19.87 ft
Prestress      :       0.362  1.80      0.652  2.20      0.797
Self Wt.       :      -0.090  1.85     -0.166  2.40     -0.215
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          :       0.272            0.486            0.581
 
At 0.5 x L = 25.00 ft
Prestress      :       0.377  1.80      0.679  2.20      0.830
Self Wt.       :      -0.094  1.85     -0.174  2.40     -0.226
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          :       0.283            0.505            0.604
 
At 0.6 x L = 30.13 ft
Prestress      :       0.362  1.80      0.652  2.20      0.797
Self Wt.       :      -0.090  1.85     -0.166  2.40     -0.215
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          :       0.272            0.486            0.581
 
At 0.7 x L = 35.27 ft
Prestress      :       0.317  1.80      0.570  2.20      0.697
Self Wt.       :      -0.077  1.85     -0.142  2.40     -0.184
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          :       0.240            0.428            0.513
 
At 0.8 x L = 40.40 ft
Prestress      :       0.241  1.80      0.434  2.20      0.530
Self Wt.       :      -0.056  1.85     -0.103  2.40     -0.134
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          :       0.185            0.330            0.396
 
At 0.9 x L = 45.53 ft
Prestress      :       0.135  1.80      0.242  2.20      0.296
Self Wt.       :      -0.030  1.85     -0.055  2.40     -0.071
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          :       0.105            0.188            0.225
 

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
   464.0    58.2  1.723  267.9    1.6   1.39   2213.4  0.107T 1.00       -       -     -     -  
H/2     :   2.59
   512.6    58.2  1.748  267.8    1.7   1.41   2245.7  0.106T 1.00       -       -     -     -  
0.1L    :   4.47
   843.4    58.2  1.933  267.6    1.8   1.56   2477.8  0.095T 1.00       -       -     -     -  
0.2L    :   9.60
  1581.1    58.2  2.440  267.0    2.3   1.97   3108.7  0.075T 1.00       -       -     -     -  
0.3L    :  14.73
  2071.1    58.2  2.604  266.8    2.5   2.10   3311.8  0.070T 1.00   1059.1  1059.1    3.13    -  
0.4L    :  19.87
  2359.1    58.2  2.604  266.8    2.5   2.10   3311.8  0.070T 1.00   1027.0  1027.0    3.22    -  
0.5L    :  25.00
  2421.4    58.2  2.604  266.8    2.5   2.10   3311.8  0.070T 1.00   1016.1  1016.1    3.26    -  
0.6L    :  30.13
  2359.7    58.2  2.604  266.8    2.5   2.10   3311.8  0.070T 1.00   1026.8  1026.8    3.23    -  
0.7L    :  35.27
  2071.5    58.2  2.604  266.8    2.5   2.10   3311.8  0.070T 1.00   1058.9  1058.9    3.13    -  
0.8L    :  40.40
  1581.4    58.2  2.440  267.0    2.3   1.97   3108.7  0.075T 1.00       -       -     -     -  
0.9L    :  45.53
   843.5    58.2  1.933  267.6    1.8   1.56   2477.8  0.095T 1.00       -       -     -     -  
H/2     :  47.41
   512.7    58.2  1.748  267.8    1.7   1.41   2245.7  0.106T 1.00       -       -     -     -  
Transfer:  47.67
   464.1    58.2  1.723  267.9    1.6   1.39   2213.4  0.107T 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 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.012
        M   2.00 Fb     0.212
 
  2   2 E   6.00 Ft    -0.059
        M   6.00 Fb     0.453
 
  3   2 E   6.00 Ft    -0.106
        M   6.00 Fb     0.694
 
  4   2 E   6.00 Ft    -0.153
        M   6.00 Fb     0.934
 
  5   2 E   2.00 Ft    -0.234
        M   2.00 Fb     1.203
 
  6   2 E   2.00 Ft    -0.316
        M   2.00 Fb     1.472
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 51.33            Release Length, ft: 51.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.71 %               Final losses: 11.24 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.472     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.316       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3311.75     2421.37     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   0.049     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.337     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.264    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.326     Midspan
    Pre.Bot:                                                             2.000   0.527    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  25.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.377  1.80      0.679  2.20      0.830
Self Wt.       :      -0.094  1.85     -0.174  2.40     -0.226
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          :       0.283            0.505            0.604
 
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

