 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTD55 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 55 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 2.75 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_e445.tmp\BTD55_\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 =     56.333
Bearing-to-bearing, ft =     55.000
Release span      , ft =     56.333
 
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   55.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   55.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   55.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   55.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   55.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   55.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   55.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   55.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   55.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   55.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   55.00   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   55.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   55.00   Right Barrier Weight
   1    DW Area        0.020   40.83          -       -    Future Wearing Surface
 
TEMPERATURE LOADS
-----------------
 
LIVE LOADS
----------
Live load deflection: included.
ID: Design Lane (Type: Design Lane)
ID: Design Tandem (Type: Design Tandem)
ID: Design Truck (Type: Design Truck)
 
Pedestrian Load - NONE
 

ANALYSIS DATA:
--------------
ANALYSIS PARAMETERS DATA
------------------------
 
  Truck impact:       1.330 
  Lane  impact:       1.000 
  Strength II impact: 1.330 
  Fatigue impact:     1.150 
 
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
 
  Include sacrificial deck thick in ts:                     NO   
  Is Span Post-tensioned:                                   NO   
  Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO   
  ADTT (Average Daily Truck Traffic)    :                   5000 
  Percent of the specified force effect :                   1.00 
  Apply reduction of Moment for skew:                       NO   
 
NOTE: Beam specific dead and live load DFs are printed in beam level reports.
 
LOAD FACTORS: (Table 3.4.1-1 & 3.4.1-2)
---------------------------------------
 
               Live DC(max) DC(min) DW(max) DW(min) 
----------------------------------------------------
  Service I:   1.00    1.00    1.00    1.00    1.00 
  Service III: 0.80    1.00    1.00    1.00    1.00 
  Strength I:  1.75    1.25    0.90    1.50    0.65 
  Fatigue I:   1.75    -       -       -       -    
 
 
----------
 
  Ductility Factor:  1.00 
  Redundancy Factor: 1.00 
  Importance Factor: 1.00 
 
----------------------------------------------------------------------------------------------------


PROJECT PARAMETERS DATA:
------------------------
SPAN TO DEPTH RATIO (Table 2.5.2.6.3-1):
----------------------------------------
 
  Span Computed Allowable Status 
---------------------------------
     1    0.091     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:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 19.72 ft from member end )
 
END PATTERN (Ycg = 3.71 in):
 
  8 @  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 11.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 11.1670 16.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 16.1670 40.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 40.1663 45.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 45.1663 49.1663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 49.1663 50.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 50.6663 53.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 53.6663 54.0833 Yes       
       2 US#6[M19]  60.0  0.88    4.50 54.0833 55.9583 Yes       
       2 US#6[M19]  60.0  0.88    3.00 55.9583 56.2083 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 56.3330       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:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 19.72 ft from member end )
 
END PATTERN (Ycg = 3.71 in):
 
  8 @  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 11.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 11.1670 16.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 16.1670 40.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 40.1663 45.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 45.1663 49.1663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 49.1663 50.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 50.6663 53.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 53.6663 54.0833 Yes       
       2 US#6[M19]  60.0  0.88    4.50 54.0833 55.9583 Yes       
       2 US#6[M19]  60.0  0.88    3.00 55.9583 56.2083 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 56.3330       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:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 19.72 ft from member end )
 
END PATTERN (Ycg = 3.71 in):
 
  8 @  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 11.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 11.1670 16.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 16.1670 40.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 40.1663 45.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 45.1663 49.1663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 49.1663 50.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 50.6663 53.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 53.6663 54.0833 Yes       
       2 US#6[M19]  60.0  0.88    4.50 54.0833 55.9583 Yes       
       2 US#6[M19]  60.0  0.88    3.00 55.9583 56.2083 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 56.3330       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:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 19.72 ft from member end )
 
END PATTERN (Ycg = 3.71 in):
 
  8 @  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 11.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 11.1670 16.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 16.1670 40.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 40.1663 45.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 45.1663 49.1663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 49.1663 50.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 50.6663 53.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 53.6663 54.0833 Yes       
       2 US#6[M19]  60.0  0.88    4.50 54.0833 55.9583 Yes       
       2 US#6[M19]  60.0  0.88    3.00 55.9583 56.2083 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 56.3330       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:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 19.72 ft from member end )
 
END PATTERN (Ycg = 3.71 in):
 
  8 @  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 11.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 11.1670 16.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 16.1670 40.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 40.1663 45.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 45.1663 49.1663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 49.1663 50.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 50.6663 53.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 53.6663 54.0833 Yes       
       2 US#6[M19]  60.0  0.88    4.50 54.0833 55.9583 Yes       
       2 US#6[M19]  60.0  0.88    3.00 55.9583 56.2083 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 56.3330       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   55.00
     DC  Line       0.052      0.00       0.052   55.00
     DC  Line       0.076      0.00       0.076   55.00
 
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 = 56.333 ft
Release length = 56.333 ft
Design  length = 55.000 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)  : 0.847   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.892   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.983   (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     4.97    10.60    16.23    21.87    27.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    752.5    765.3    765.3    765.3    765.3    765.3    765.3    765.3
  Yb      ,  in    24.54    24.19    24.19    24.19    24.19    24.19    24.19    24.19
  MI(Ixx) , in4   287456   292922   292922   292922   292922   292922   292922   292922
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1470.1   1482.4   1482.4   1482.4   1482.4   1482.4   1482.4   1482.4
  Yb      ,  in    41.02    40.71    40.71    40.71    40.71    40.71    40.71    40.71
  MI(Ixx) , in4   709370   726346   726346   726346   726346   726346   726346   726346

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 19.72 ft from member end )
END PATTERN (Ycg = 3.71 in):
     8 @  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     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.946 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.933 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.119 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)       
-------------------------------------------------------------------------------------
       788.666         740 583.613     10.849 43940.070   745.928     356.584        
 
 
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     11.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      11.1670     16.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      16.1670     40.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      40.1663     45.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      45.1663     49.1663    Yes
      2      US#5[M16]       60.00        0.62       9.00      49.1663     50.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      50.6663     53.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00      53.6663     54.0833    Yes
      2      US#6[M19]       60.00        0.88       4.50      54.0833     55.9583    Yes
      2      US#6[M19]       60.00        0.88       3.00      55.9583     56.2083    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 56.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  3.71 in
         P_init    =      595.5 kips  Ecc = 20.93 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.43 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.313 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.92 ksi    0.00 ksi
    due to Composite Loads                                 -0.66 ksi    0.00 ksi
    due to Live Loads                                      -3.05 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                         7.23 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.43 ksi  ( 4.30 %)            14.91 ksi ( 7.60 %)
Total Prestress Losses                                    23.34 ksi (11.91 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.7 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    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    47.9    53.0    96.9   183.5   245.4   282.6   294.9
(Max)       V      21.4    19.6    19.4    17.6    13.2     8.8     4.4     0.0
DL-Prec.  : M       0.0    10.1    11.1    20.3    38.5    51.5    59.3    61.9
DC(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    49.5    54.7   100.0   189.4   253.2   291.6   304.3
Haunch (Max)V      22.1    20.3    20.0    18.1    13.6     9.1     4.5     0.0
Diaphragm : M       0.0     0.3     0.3     0.6     1.3     2.0     2.7     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    18.2    20.1    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.4     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0    11.1    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   182.5   201.6   365.2   673.7   872.4   985.1  1004.8
            V      95.5    90.0    89.4    83.8    29.0    16.0    41.6    13.2
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    95.5    90.0    89.4    83.8    70.4    58.4    46.7    35.5
            M      -0.0   185.6   204.8   365.2   643.0   816.8   880.5   841.5
Total     : M+      0.0   318.4   352.0   640.1  1194.5  1569.1  1787.6  1843.0
            V     156.3   145.7   144.5   133.7    66.4    41.0    54.1    13.3
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   156.3   145.7   144.5   133.7   107.8    83.4    59.3    35.6
            M      -0.0   321.6   355.2   640.1  1163.9  1513.5  1683.0  1679.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.41   52.67   55.00
Self wt.  : M     282.6   245.4   183.5    96.9    53.0    47.9     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.4    19.6    21.4
DL-Prec.  : M      59.3    51.5    38.5    20.3    11.1    10.1     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
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
Deck +    : M     291.6   253.2   189.4   100.0    54.7    49.5     0.0
Haunch (Max)V       4.5     9.1    13.6    18.1    20.0    20.3    22.1
Diaphragm : M       2.7     2.0     1.3     0.6     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     107.2    93.1    69.7    36.8    20.1    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.4     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3    11.1    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
LL + I    : M+    985.1   872.4   673.7   365.2   201.6   182.5     0.0
            V      41.6    16.0    29.0    83.8    89.4    90.0    95.5
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    46.7    58.4    70.4    83.8    89.4    90.0    95.5
            M     880.5   816.8   643.0   365.2   204.8   185.6    -0.0
Total     : M+   1787.6  1569.1  1194.5   640.1   352.0   318.4     0.0
            V      54.1    41.0    66.4   133.7   144.5   145.7   156.3
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    59.3    83.4   107.8   133.7   144.5   145.7   156.3
            M    1683.0  1513.5  1163.9   640.1   355.2   321.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.4             21.4
Deck+Haunch            22.1             22.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.5              4.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           40.7             40.7
DL-Comp.(DW)           22.5             22.5
Live                   77.4             77.4
        Truck          59.8             59.8
        Lane           17.6             17.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    47.9    53.0    96.9   183.5   245.4   282.6   294.9
(Max)       V      21.4    19.6    19.4    17.6    13.2     8.8     4.4     0.0
DL-Prec.  : M       0.0    10.1    11.1    20.3    38.5    51.5    59.3    61.9
DC(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    49.5    54.7   100.0   189.4   253.2   291.6   304.3
Haunch (Max)V      22.1    20.3    20.0    18.1    13.6     9.1     4.5     0.0
Diaphragm : M       0.0     0.3     0.3     0.6     1.3     2.0     2.7     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    18.2    20.1    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.4     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0    11.1    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   146.0   161.3   292.2   538.9   697.9   788.1   803.8
            V      76.4    72.0    71.5    67.0    23.2    12.8    33.3    10.6
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    76.4    72.0    71.5    67.0    56.3    46.7    37.4    28.4
            M      -0.0   148.5   163.8   292.2   514.4   653.5   704.4   673.2
Total     : M+      0.0   281.9   311.7   567.1  1059.8  1394.6  1590.6  1642.1
            V     137.2   127.7   126.6   116.9    60.6    37.8    45.8    10.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   137.2   127.7   126.6   116.9    93.8    71.7    50.0    28.5
            M      -0.0   284.4   314.2   567.1  1035.3  1350.2  1506.9  1511.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.41   52.67   55.00
Self wt.  : M     282.6   245.4   183.5    96.9    53.0    47.9     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.4    19.6    21.4
DL-Prec.  : M      59.3    51.5    38.5    20.3    11.1    10.1     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
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
Deck +    : M     291.6   253.2   189.4   100.0    54.7    49.5     0.0
Haunch (Max)V       4.5     9.1    13.6    18.1    20.0    20.3    22.1
Diaphragm : M       2.7     2.0     1.3     0.6     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     107.2    93.1    69.7    36.8    20.1    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.4     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3    11.1    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
LL + I    : M+    788.1   697.9   538.9   292.2   161.3   146.0     0.0
            V      33.3    12.8    23.2    67.0    71.5    72.0    76.4
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    37.4    46.7    56.3    67.0    71.5    72.0    76.4
            M     704.4   653.5   514.4   292.2   163.8   148.5    -0.0
Total     : M+   1590.6  1394.6  1059.8   567.1   311.7   281.9     0.0
            V      45.8    37.8    60.6   116.9   126.6   127.7   137.2
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    50.0    71.7    93.8   116.9   126.6   127.7   137.2
            M    1506.9  1350.2  1035.3   567.1   314.2   284.4    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    59.9    66.3   121.1   229.4   306.8   353.2   368.7
(Max)       V      26.8    24.5    24.3    22.0    16.5    11.0     5.5     0.0
Self wt.  : M       0.0    43.1    47.7    87.2   165.2   220.9   254.3   265.4
(Min)       V      19.3    17.7    17.5    15.8    11.9     7.9     4.0     0.0
DL-Prec.  : M       0.0    12.6    13.9    25.4    48.1    64.3    74.1    77.3
DC(Max)     V       5.6     5.1     5.1     4.6     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     9.0    10.0    18.3    34.6    46.3    53.3    55.7
DC(Min)     V       4.0     3.7     3.7     3.3     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
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    61.8    68.4   125.0   236.7   316.6   364.4   380.4
Haunch (Max)V      27.7    25.3    25.1    22.7    17.0    11.3     5.7     0.0
Deck +    : M       0.0    44.5    49.2    90.0   170.5   227.9   262.4   273.9
Haunch (Min)V      19.9    18.2    18.0    16.3    12.2     8.2     4.1     0.0
Diaphragm : M       0.0     0.4     0.4     0.8     1.7     2.5     3.4     4.3
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.6     1.2     1.8     2.5     3.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    22.7    25.1    46.0    87.1   116.4   134.0   139.9
DC(Max)     V      10.2     9.3     9.2     8.3     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    16.4    18.1    33.1    62.7    83.8    96.5   100.7
DC(Min)     V       7.3     6.7     6.6     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0    15.1    16.6    30.4    57.6    77.1    88.7    92.6
DW(Max)     V       6.7     6.2     6.1     5.5     4.1     2.8     1.4     0.0
DL-Comp   : M       0.0     6.5     7.2    13.2    25.0    33.4    38.5    40.1
DW(Min)     V       2.9     2.7     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   319.3   352.8   639.1  1178.9  1526.6  1723.9  1758.4
            V     167.1   157.5   156.4   146.6    50.7    28.0    72.8    23.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   167.1   157.5   156.4   146.6   123.2   102.2    81.8    62.2
            M      -0.0   324.8   358.4   639.1  1125.3  1429.4  1540.9  1472.6
Total     : M+      0.0   491.7   543.6   987.9  1839.6  2410.4  2741.8  2821.6
            V     244.2   228.1   226.3   209.9    98.2    59.8    88.7    23.3
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   244.2   228.1   226.3   209.9   170.7   133.9    97.7    62.3
            M      -0.0   497.3   549.1   987.9  1786.0  2313.1  2558.8  2535.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.41   52.67   55.00
Self wt.  : M     353.2   306.8   229.4   121.1    66.3    59.9     0.0
(Max)       V       5.5    11.0    16.5    22.0    24.3    24.5    26.8
Self wt.  : M     254.3   220.9   165.2    87.2    47.7    43.1     0.0
(Min)       V       4.0     7.9    11.9    15.8    17.5    17.7    19.3
DL-Prec.  : M      74.1    64.3    48.1    25.4    13.9    12.6     0.0
DC(Max)     V       1.2     2.3     3.5     4.6     5.1     5.1     5.6
DL-Prec.  : M      53.3    46.3    34.6    18.3    10.0     9.0     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     3.7     3.7     4.0
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     364.4   316.6   236.7   125.0    68.4    61.8     0.0
Haunch (Max)V       5.7    11.3    17.0    22.7    25.1    25.3    27.7
Deck +    : M     262.4   227.9   170.5    90.0    49.2    44.5     0.0
Haunch (Min)V       4.1     8.2    12.2    16.3    18.0    18.2    19.9
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     134.0   116.4    87.1    46.0    25.1    22.7     0.0
DC(Max)     V       2.1     4.2     6.3     8.3     9.2     9.3    10.2
DL-Comp   : M      96.5    83.8    62.7    33.1    18.1    16.4     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     6.6     6.7     7.3
DL-Comp   : M      88.7    77.1    57.6    30.4    16.6    15.1     0.0
DW(Max)     V       1.4     2.8     4.1     5.5     6.1     6.2     6.7
DL-Comp   : M      38.5    33.4    25.0    13.2     7.2     6.5     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.6     2.7     2.9
LL + I    : M+   1723.9  1526.6  1178.9   639.1   352.8   319.3     0.0
            V      72.8    28.0    50.7   146.6   156.4   157.5   167.1
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    81.8   102.2   123.2   146.6   156.4   157.5   167.1
            M    1540.9  1429.4  1125.3   639.1   358.4   324.8    -0.0
Total     : M+   2741.8  2410.4  1839.6   987.9   543.6   491.7     0.0
            V      88.7    59.8    98.2   209.9   226.3   228.1   244.2
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    97.7   133.9   170.7   209.9   226.3   228.1   244.2
            M    2558.8  2313.1  1786.0   987.9   549.1   497.3    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               26.8             26.8
Deck+Haunch            27.7             27.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.6              5.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           50.9             50.9
DL-Comp.(DW)           33.7             33.7
Live                  135.4            135.4
        Truck         104.6            104.6
        Lane           30.8             30.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    47.9    53.0    96.9   183.5   245.4   282.6   294.9
(Max)       V      21.4    19.6    19.4    17.6    13.2     8.8     4.4     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    10.1    11.1    20.3    38.5    51.5    59.3    61.9
DC(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    49.5    54.7   100.0   189.4   253.2   291.6   304.3
Haunch (Max)V      22.1    20.3    20.0    18.1    13.6     9.1     4.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     0.6     1.3     2.0     2.7     3.4
(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    18.2    20.1    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.4     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.0    11.1    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   166.5   183.7   327.4   575.9   737.4   799.5   795.4
            V      95.3    88.6    87.8    81.0    66.8    53.4    39.1    35.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    95.3    88.6    87.8    81.0    66.8    54.1    43.5    35.5
            M       0.0   166.5   183.7   327.4   575.9   714.7   773.3   795.4
Total     : M+      0.0   302.4   334.0   602.4  1096.8  1434.1  1602.0  1633.6
            V     156.1   144.2   142.9   130.9   104.2    78.4    51.7    35.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   156.1   144.2   142.9   130.9   104.2    79.1    56.0    35.7
            M       0.0   302.4   334.0   602.4  1096.8  1411.4  1575.8  1633.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.41   52.67   55.00
Self wt.  : M     282.6   245.4   183.5    96.9    53.0    47.9     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.4    19.6    21.4
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      59.3    51.5    38.5    20.3    11.1    10.1     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
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     291.6   253.2   189.4   100.0    54.7    49.5     0.0
Haunch (Max)V       4.5     9.1    13.6    18.1    20.0    20.3    22.1
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     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     107.2    93.1    69.7    36.8    20.1    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.4     7.4     8.1
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      59.2    51.4    38.4    20.3    11.1    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
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+    799.5   737.4   575.9   327.4   183.7   166.5     0.0
            V      39.1    53.4    66.8    81.0    87.8    88.6    95.3
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    43.5    54.1    66.8    81.0    87.8    88.6    95.3
            M     773.3   714.7   575.9   327.4   183.7   166.5     0.0
Total     : M+   1602.0  1434.1  1096.8   602.4   334.0   302.4     0.0
            V      51.7    78.4   104.2   130.9   142.9   144.2   156.1
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    56.0    79.1   104.2   130.9   142.9   144.2   156.1
            M    1575.8  1411.4  1096.8   602.4   334.0   302.4     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    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.076   0.136   0.242   0.317   0.363   0.378   0.344 
Bottom        -0.062  -0.110  -0.196  -0.258  -0.294  -0.307  -0.279 
 
Prestress
Precast-top   -0.463  -0.463  -0.463  -0.463  -0.463  -0.463  -0.463 
Bottom         1.785   1.785   1.785   1.785   1.785   1.785   1.785 
 
Total
Precast-top   -0.387  -0.327  -0.221  -0.145  -0.100  -0.085  -0.119 
Bottom         1.723   1.675   1.589   1.527   1.491   1.478   1.506 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.48 %)
             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    4.97   10.60   16.23   21.87   27.50
 
Prestress
Precast-top   -0.095  -0.414  -0.414  -0.414  -0.414  -0.414  -0.414  -0.414
Bottom         0.368   1.598   1.598   1.598   1.598   1.598   1.598   1.598
 
Self wt.
Precast-top   -0.000   0.059   0.065   0.118   0.224   0.300   0.345   0.360
Bottom        -0.000  -0.047  -0.053  -0.096  -0.182  -0.243  -0.280  -0.292
 
DL-Prec (DC)
Precast-top   -0.000   0.012   0.014   0.025   0.047   0.063   0.072   0.076
Bottom        -0.000  -0.010  -0.011  -0.020  -0.038  -0.051  -0.059  -0.061
 
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   0.004
Bottom        -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.003  -0.003
 
Deck + Haunch
Precast-top   -0.000   0.060   0.067   0.122   0.231   0.309   0.356   0.372
Bottom        -0.000  -0.049  -0.054  -0.099  -0.188  -0.251  -0.289  -0.302
 
DL-Comp (DC)
Topping-top   -0.000   0.006   0.007   0.012   0.023   0.031   0.035   0.037
Precast-top   -0.000   0.004   0.004   0.008   0.015   0.020   0.024   0.025
Bottom        -0.000  -0.012  -0.014  -0.025  -0.047  -0.063  -0.072  -0.075
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.004   0.007   0.013   0.017   0.020   0.020
Precast-top   -0.000   0.002   0.002   0.004   0.008   0.011   0.013   0.014
Bottom        -0.000  -0.007  -0.007  -0.014  -0.026  -0.035  -0.040  -0.042
 
LL+I(+)
Topping-top   -0.000   0.060   0.067   0.121   0.223   0.288   0.326   0.332
Precast-top   -0.000   0.040   0.044   0.080   0.148   0.192   0.216   0.221
Bottom        -0.000  -0.123  -0.136  -0.246  -0.453  -0.587  -0.662  -0.676
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.070   0.077   0.140   0.258   0.336   0.381   0.390 
Precast-top   -0.095  -0.236  -0.218  -0.055   0.262   0.483   0.615   0.656 
Bottom         0.368   1.350   1.323   1.098   0.663   0.367   0.193   0.147 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.009   0.010   0.019   0.036   0.048   0.055   0.057 
Precast-top   -0.095  -0.276  -0.262  -0.136   0.114   0.292   0.399   0.435 
Bottom         0.368   1.472   1.459   1.344   1.116   0.954   0.856   0.823 
 

 
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    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.076   0.136   0.242   0.317   0.363   0.378   0.344 
Bottom        -0.062  -0.110  -0.196  -0.258  -0.294  -0.307  -0.279 
 
Prestress
Precast-top   -0.463  -0.463  -0.463  -0.463  -0.463  -0.463  -0.463 
Bottom         1.785   1.785   1.785   1.785   1.785   1.785   1.785 
 
Total
Precast-top   -0.387  -0.327  -0.221  -0.145  -0.100  -0.085  -0.119 
Bottom         1.723   1.675   1.589   1.527   1.491   1.478   1.506 
 
As_top  , in2  1.663   1.326   0.757   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 = 10.48 %)
             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    4.97   10.60   16.23   21.87   27.50
 
Prestress
Precast-top   -0.095  -0.414  -0.414  -0.414  -0.414  -0.414  -0.414  -0.414
Bottom         0.368   1.598   1.598   1.598   1.598   1.598   1.598   1.598
 
Self wt.
Precast-top   -0.000   0.059   0.065   0.118   0.224   0.300   0.345   0.360
Bottom        -0.000  -0.047  -0.053  -0.096  -0.182  -0.243  -0.280  -0.292
 
DL-Prec (DC)
Precast-top   -0.000   0.012   0.014   0.025   0.047   0.063   0.072   0.076
Bottom        -0.000  -0.010  -0.011  -0.020  -0.038  -0.051  -0.059  -0.061
 
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   0.004
Bottom        -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.003  -0.003
 
Deck + Haunch
Precast-top   -0.000   0.060   0.067   0.122   0.231   0.309   0.356   0.372
Bottom        -0.000  -0.049  -0.054  -0.099  -0.188  -0.251  -0.289  -0.302
 
DL-Comp (DC)
Topping-top   -0.000   0.006   0.007   0.012   0.023   0.031   0.035   0.037
Precast-top   -0.000   0.004   0.004   0.008   0.015   0.020   0.024   0.025
Bottom        -0.000  -0.012  -0.014  -0.025  -0.047  -0.063  -0.072  -0.075
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.004   0.007   0.013   0.017   0.020   0.020
Precast-top   -0.000   0.002   0.002   0.004   0.008   0.011   0.013   0.014
Bottom        -0.000  -0.007  -0.007  -0.014  -0.026  -0.035  -0.040  -0.042
 
LL+I(+)
Topping-top   -0.000   0.048   0.053   0.097   0.178   0.231   0.261   0.266
Precast-top   -0.000   0.032   0.035   0.064   0.118   0.153   0.173   0.177
Bottom        -0.000  -0.098  -0.108  -0.196  -0.362  -0.469  -0.530  -0.541
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.058   0.064   0.115   0.214   0.279   0.316   0.323 
Precast-top   -0.095  -0.244  -0.226  -0.071   0.232   0.445   0.572   0.612 
Bottom         0.368   1.374   1.350   1.147   0.754   0.484   0.326   0.282 
 

 
 
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    4.97   10.60   16.23   21.87   27.50
F_LL+I(+)
Topping-top   -0.000   0.055   0.061   0.108   0.190   0.244   0.264   0.263
Precast-top   -0.000   0.037   0.040   0.072   0.126   0.162   0.176   0.175
Bottom        -0.000  -0.112  -0.124  -0.220  -0.387  -0.496  -0.538  -0.535
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.060   0.066   0.118   0.208   0.268   0.292   0.292 
Precast-top   -0.048  -0.102  -0.091   0.004   0.183   0.308   0.375   0.392 
Bottom         0.184   0.624   0.606   0.452   0.171  -0.019  -0.110  -0.124 
 

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
    244.2    6.5   58.5    0.445   0.0   6.00e-3 50.0    248.0     1.013    2.347      0.00
      0.0    0.4   58.4     42.0 0.143      23.4 0.87    12.00     0.092    1.747 
Transfer:   3.00
    228.1    6.5   58.5    2.002   0.0   1.36e-3 33.8    190.5     0.441    1.760      0.00
    497.3    1.6   57.7    189.0 0.135      62.9 2.37    12.00     0.092    1.851 
Critical:   5.47
    211.0    6.5   58.5    2.289   0.0  -0.00e-3 29.0    107.1     0.206    1.760      0.00
    958.8    1.8   57.6    189.0 0.125     127.3 4.81    12.00     0.092    1.997 
0.1L    :   5.63
    209.9    6.5   58.5    2.307   0.0  -0.00e-3 29.0    105.7     0.203    1.760      0.00
    987.9    1.9   57.6    189.0 0.125     127.5 4.82    24.00     0.092    2.007 
0.2L    :  11.27
    170.7    6.5   58.5    2.959   0.0  -0.00e-3 29.0     62.8     0.121    0.496      0.00
   1786.0    2.4   57.3    189.0 0.102     126.9 4.82    24.00     0.092    2.023 
0.3L    :  16.90
    133.9    6.5   58.5    3.038   0.0   0.51e-3 30.8     57.3     0.119    0.413      0.00
   2313.1    2.4   57.3    189.0 0.080      91.5 3.47    24.00     0.092    1.952 
0.4L    :  22.53
     97.7    6.5   58.5    3.038   0.0   0.68e-3 31.4     25.1     0.092    0.413      0.00
   2558.8    2.4   57.3    189.0 0.058      83.5 3.17    24.00     0.092    2.557 
0.5L    :  28.17
     62.3    6.5   58.5    3.038   0.0   0.22e-3 29.8      0.0     0.092    0.413      0.00
   2535.8    2.4   57.3    189.0 0.037     108.5 4.12    24.00     0.092    4.558 
0.6L    :  33.80
     97.7    6.5   58.5    3.038   0.0   0.68e-3 31.4     25.1     0.092    0.413      0.00
   2558.8    2.4   57.3    189.0 0.058      83.5 3.17    24.00     0.092    2.557 
0.7L    :  39.43
    133.9    6.5   58.5    3.038   0.0   0.51e-3 30.8     57.3     0.119    0.413      0.00
   2313.1    2.4   57.3    189.0 0.080      91.5 3.47    24.00     0.092    1.952 
0.8L    :  45.07
    170.7    6.5   58.5    2.959   0.0  -0.00e-3 29.0     62.8     0.121    0.496      0.00
   1786.0    2.4   57.3    189.0 0.102     126.9 4.82    24.00     0.092    2.023 
0.9L    :  50.70
    209.9    6.5   58.5    2.307   0.0  -0.00e-3 29.0    105.7     0.203    1.760      0.00
    987.9    1.9   57.6    189.0 0.125     127.5 4.82    24.00     0.092    2.007 
Critical:  50.87
    211.0    6.5   58.5    2.289   0.0  -0.00e-3 29.0    107.1     0.206    1.760      0.00
    958.8    1.8   57.6    189.0 0.125     127.3 4.81    12.00     0.092    1.997 
Transfer:  53.33
    228.1    6.5   58.5    2.002   0.0   1.36e-3 33.8    190.5     0.441    1.760      0.00
    497.3    1.6   57.7    189.0 0.135      62.9 2.37    12.00     0.092    1.851 
Bearing :  55.67
    244.2    6.5   58.5    0.445   0.0   6.00e-3 50.0    248.0     1.013    2.347      0.00
      0.0    0.4   58.4     42.0 0.143      23.4 0.87    12.00     0.092    1.747 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.19
 
 
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
    244.2      4.65     58.54    0.36       58.35    24.00      0.300      0.800      0.000      2.347 
Transfer:      2.33
    228.1      4.39     58.54    1.62       57.73    24.00      0.300      0.713      0.000      1.760 
Critical:      4.80
    211.0      4.07     58.54    1.84       57.61    24.00      0.300      0.607      0.000      1.760 
0.1L    :      4.97
    209.9      4.05     58.54    1.86       57.61    24.00      0.300      0.599      0.000      1.760 
0.2L    :     10.60
    170.7      3.31     58.54    2.38       57.35    24.00      0.300      0.353      0.000      0.496 
0.3L    :     16.23
    133.9      2.60     58.54    2.44       57.32    24.00      0.300      0.115      0.000      0.413 
0.4L    :     21.87
     97.7      1.89     58.54    2.44       57.32    24.00      0.300      0.000      0.000      0.413 
0.5L    :     27.50
     62.3      1.21     58.54    2.44       57.32    24.00      0.300      0.000      0.000      0.413 
0.6L    :     33.13
     97.7      1.89     58.54    2.44       57.32    24.00      0.300      0.000      0.000      0.413 
0.7L    :     38.77
    133.9      2.60     58.54    2.44       57.32    24.00      0.300      0.115      0.000      0.413 
0.8L    :     44.40
    170.7      3.31     58.54    2.38       57.35    24.00      0.300      0.353      0.000      0.496 
0.9L    :     50.03
    209.9      4.05     58.54    1.86       57.61    24.00      0.300      0.599      0.000      1.760 
Critical:     50.20
    211.0      4.07     58.54    1.84       57.61    24.00      0.300      0.607      0.000      1.760 
Transfer:     52.67
    228.1      4.39     58.54    1.62       57.73    24.00      0.300      0.713      0.000      1.760 
Bearing :     55.00
    244.2      4.65     58.54    0.36       58.35    24.00      0.300      0.800      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 = 4.97 ft
Prestress      :       0.191  1.80      0.344  2.20      0.420
Self Wt.       :      -0.043  1.85     -0.079  2.40     -0.102
Deck + Haunch  :                       -0.035  2.30     -0.081
DL-Prec. (DC)  :                       -0.007  3.00     -0.021
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.016
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 10.60 ft
Prestress      :       0.341  1.80      0.614  2.20      0.750
Self Wt.       :      -0.081  1.85     -0.149  2.40     -0.194
Deck + Haunch  :                       -0.071  2.30     -0.163
DL-Prec. (DC)  :                       -0.014  3.00     -0.043
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.032
DL-Comp. (DW)  :                       -0.006  3.00     -0.017
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 16.23 ft
Prestress      :       0.448  1.80      0.807  2.20      0.986
Self Wt.       :      -0.111  1.85     -0.205  2.40     -0.265
Deck + Haunch  :                       -0.099  2.30     -0.228
DL-Prec. (DC)  :                       -0.020  3.00     -0.060
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.015  3.00     -0.044
DL-Comp. (DW)  :                       -0.008  3.00     -0.024
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 21.87 ft
Prestress      :       0.513  1.80      0.923  2.20      1.128
Self Wt.       :      -0.130  1.85     -0.240  2.40     -0.311
Deck + Haunch  :                       -0.117  2.30     -0.269
DL-Prec. (DC)  :                       -0.024  3.00     -0.071
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.017  3.00     -0.052
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 27.50 ft
Prestress      :       0.534  1.80      0.961  2.20      1.175
Self Wt.       :      -0.136  1.85     -0.252  2.40     -0.326
Deck + Haunch  :                       -0.123  2.30     -0.283
DL-Prec. (DC)  :                       -0.025  3.00     -0.075
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.018  3.00     -0.055
DL-Comp. (DW)  :                       -0.010  3.00     -0.030
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 33.13 ft
Prestress      :       0.513  1.80      0.923  2.20      1.128
Self Wt.       :      -0.130  1.85     -0.240  2.40     -0.311
Deck + Haunch  :                       -0.117  2.30     -0.269
DL-Prec. (DC)  :                       -0.024  3.00     -0.071
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.017  3.00     -0.052
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 38.77 ft
Prestress      :       0.448  1.80      0.807  2.20      0.986
Self Wt.       :      -0.111  1.85     -0.205  2.40     -0.265
Deck + Haunch  :                       -0.099  2.30     -0.228
DL-Prec. (DC)  :                       -0.020  3.00     -0.060
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.015  3.00     -0.044
DL-Comp. (DW)  :                       -0.008  3.00     -0.024
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 44.40 ft
Prestress      :       0.341  1.80      0.614  2.20      0.750
Self Wt.       :      -0.081  1.85     -0.149  2.40     -0.194
Deck + Haunch  :                       -0.071  2.30     -0.163
DL-Prec. (DC)  :                       -0.014  3.00     -0.043
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.032
DL-Comp. (DW)  :                       -0.006  3.00     -0.017
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 50.03 ft
Prestress      :       0.191  1.80      0.344  2.20      0.420
Self Wt.       :      -0.043  1.85     -0.079  2.40     -0.102
Deck + Haunch  :                       -0.035  2.30     -0.081
DL-Prec. (DC)  :                       -0.007  3.00     -0.021
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.016
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
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
   491.7    58.5  2.002  267.5    1.9   1.62   2576.7  0.092T 1.00       -       -     -     -  
H/2     :   2.59
   543.6    58.5  2.032  267.5    1.9   1.64   2614.6  0.091T 1.00       -       -     -     -  
0.1L    :   4.97
   987.9    58.5  2.307  267.2    2.2   1.86   2958.8  0.080T 1.00       -       -     -     -  
0.2L    :  10.60
  1839.6    58.5  2.959  266.4    2.8   2.38   3767.3  0.062T 1.00       -       -     -     -  
0.3L    :  16.23
  2410.4    58.5  3.038  266.3    2.9   2.44   3864.0  0.060T 1.00   3629.1  3205.8    1.06    -  
0.4L    :  21.87
  2741.8    58.5  3.038  266.3    2.9   2.44   3864.0  0.060T 1.00   3589.3  3589.3    1.08    -  
0.5L    :  27.50
  2821.6    58.5  3.038  266.3    2.9   2.44   3864.0  0.060T 1.00   3575.8  3575.8    1.08    -  
0.6L    :  33.13
  2741.8    58.5  3.038  266.3    2.9   2.44   3864.0  0.060T 1.00   3589.3  3589.3    1.08    -  
0.7L    :  38.77
  2410.4    58.5  3.038  266.3    2.9   2.44   3864.0  0.060T 1.00   3629.1  3205.8    1.06    -  
0.8L    :  44.40
  1839.6    58.5  2.959  266.4    2.8   2.38   3767.3  0.062T 1.00       -       -     -     -  
0.9L    :  50.03
   987.9    58.5  2.307  267.2    2.2   1.86   2958.8  0.080T 1.00       -       -     -     -  
H/2     :  52.41
   543.6    58.5  2.032  267.5    1.9   1.64   2614.6  0.091T 1.00       -       -     -     -  
Transfer:  52.67
   491.7    58.5  2.002  267.5    1.9   1.62   2576.7  0.092T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.005
        M   2.00 Fb     0.205
 
  2   2 E   6.00 Ft    -0.051
        M   6.00 Fb     0.444
 
  3   2 E   6.00 Ft    -0.097
        M   6.00 Fb     0.683
 
  4   2 E   6.00 Ft    -0.144
        M   6.00 Fb     0.922
 
  5   2 E   2.00 Ft    -0.225
        M   2.00 Fb     1.189
 
  6   2 E   2.00 Ft    -0.305
        M   2.00 Fb     1.456
 
  7   2 E   2.00 Ft    -0.386
        M   2.00 Fb     1.723
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 56.33            Release Length, ft: 56.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.30 %               Final losses: 11.91 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.723     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.387       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)                  3864.00     2821.63     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   0.390     Midspan    1.800   0.057     Midspan
    Pre.Top:   3.000   0.656     Midspan    2.250   0.435     Midspan
    Pre.Bot:   3.000   1.350    Transfer    2.250   1.472    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.244    Transfer
    Pre.Bot:  -0.425   0.282     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.392     Midspan
    Pre.Bot:                                                             2.000   0.624    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  27.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.534  1.80      0.961  2.20      1.175
Self Wt.       :      -0.136  1.85     -0.252  2.40     -0.326
Deck + Haunch  :                       -0.123  2.30     -0.283
DL-Prec. (DC)  :                       -0.025  3.00     -0.075
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.018  3.00     -0.055
DL-Comp. (DW)  :                       -0.010  3.00     -0.030
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   55.00
     DC  Line       0.087      0.00       0.087   55.00
 
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 = 56.333 ft
Release length = 56.333 ft
Design  length = 55.000 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)  : 0.865   (Calculated)    
Live Moment (1  lane  loaded)  : 0.628   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.123   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.898   (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     4.97    10.60    16.23    21.87    27.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    752.5    765.3    765.3    765.3    765.3    765.3    765.3    765.3
  Yb      ,  in    24.54    24.19    24.19    24.19    24.19    24.19    24.19    24.19
  MI(Ixx) , in4   287456   292922   292922   292922   292922   292922   292922   292922
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1567.3   1579.6   1579.6   1579.6   1579.6   1579.6   1579.6   1579.6
  Yb      ,  in    42.09    41.79    41.79    41.79    41.79    41.79    41.79    41.79
  MI(Ixx) , in4   737326   755305   755305   755305   755305   755305   755305   755305

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 19.72 ft from member end )
END PATTERN (Ycg = 3.71 in):
     8 @  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     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.982 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.977 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.119 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)       
-------------------------------------------------------------------------------------
       788.666         740 583.613     10.849 43940.070   745.928     356.584        
 
 
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     11.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      11.1670     16.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      16.1670     40.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      40.1663     45.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      45.1663     49.1663    Yes
      2      US#5[M16]       60.00        0.62       9.00      49.1663     50.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      50.6663     53.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00      53.6663     54.0833    Yes
      2      US#6[M19]       60.00        0.88       4.50      54.0833     55.9583    Yes
      2      US#6[M19]       60.00        0.88       3.00      55.9583     56.2083    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 56.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  3.71 in
         P_init    =      595.5 kips  Ecc = 20.93 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.43 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.313 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.07 ksi    0.00 ksi
    due to Composite Loads                                 -0.65 ksi    0.00 ksi
    due to Live Loads                                      -3.08 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                         7.23 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.43 ksi  ( 4.30 %)            14.73 ksi ( 7.51 %)
Total Prestress Losses                                    23.16 ksi (11.82 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    47.9    53.0    96.9   183.5   245.4   282.6   294.9
(Max)       V      21.4    19.6    19.4    17.6    13.2     8.8     4.4     0.0
DL-Prec.  : M       0.0     7.5     8.3    15.2    28.7    38.4    44.2    46.2
DC(Max)     V       3.4     3.1     3.0     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.1    62.1   113.5   215.0   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    22.8    20.6    15.4    10.3     5.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    18.2    20.1    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.4     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0    11.1    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   186.4   206.0   373.2   688.4   891.4  1006.5  1026.7
            V     109.0   102.8   102.1    95.7    33.1    18.3    47.5    15.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   109.0   102.8   102.1    95.7    80.4    66.7    53.4    40.6
            M      -0.0   189.7   209.2   373.2   657.0   834.6   899.7   859.8
Total     : M+      0.0   326.8   361.3   657.1  1226.4  1611.3  1836.2  1893.9
            V     171.8   160.3   159.0   147.2    71.8    44.2    60.6    15.3
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   171.8   160.3   159.0   147.2   119.1    92.6    66.4    40.8
            M      -0.0   330.0   364.5   657.1  1195.1  1554.6  1729.4  1727.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.41   52.67   55.00
Self wt.  : M     282.6   245.4   183.5    96.9    53.0    47.9     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.4    19.6    21.4
DL-Prec.  : M      44.2    38.4    28.7    15.2     8.3     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.0     3.1     3.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.0   113.5    62.1    56.1     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    22.8    23.0    25.1
Diaphragm : M       5.5     4.1     2.7     1.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     107.2    93.1    69.7    36.8    20.1    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.4     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3    11.1    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
LL + I    : M+   1006.5   891.4   688.4   373.2   206.0   186.4     0.0
            V      47.5    18.3    33.1    95.7   102.1   102.8   109.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.4    66.7    80.4    95.7   102.1   102.8   109.0
            M     899.7   834.6   657.0   373.2   209.2   189.7    -0.0
Total     : M+   1836.2  1611.3  1226.4   657.1   361.3   326.8     0.0
            V      60.6    44.2    71.8   147.2   159.0   160.3   171.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    66.4    92.6   119.1   147.2   159.0   160.3   171.8
            M    1729.4  1554.6  1195.1   657.1   364.5   330.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.4             21.4
Deck+Haunch            25.1             25.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.4              3.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           40.7             40.7
DL-Comp.(DW)           22.5             22.5
Live                   77.4             77.4
        Truck          59.8             59.8
        Lane           17.6             17.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    47.9    53.0    96.9   183.5   245.4   282.6   294.9
(Max)       V      21.4    19.6    19.4    17.6    13.2     8.8     4.4     0.0
DL-Prec.  : M       0.0     7.5     8.3    15.2    28.7    38.4    44.2    46.2
DC(Max)     V       3.4     3.1     3.0     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.1    62.1   113.5   215.0   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    22.8    20.6    15.4    10.3     5.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    18.2    20.1    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.4     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0    11.1    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   149.1   164.8   298.5   550.7   713.1   805.2   821.4
            V      87.2    82.2    81.7    76.6    26.5    14.6    38.0    12.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    87.2    82.2    81.7    76.6    64.3    53.4    42.7    32.4
            M      -0.0   151.7   167.4   298.5   525.6   667.7   719.8   687.9
Total     : M+      0.0   289.5   320.1   582.5  1088.7  1433.1  1634.9  1688.6
            V     150.0   139.7   138.6   128.1    65.2    40.5    51.1    12.3
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   150.0   139.7   138.6   128.1   103.0    79.2    55.8    32.7
            M      -0.0   292.1   322.7   582.5  1063.7  1387.7  1549.5  1555.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.41   52.67   55.00
Self wt.  : M     282.6   245.4   183.5    96.9    53.0    47.9     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.4    19.6    21.4
DL-Prec.  : M      44.2    38.4    28.7    15.2     8.3     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.0     3.1     3.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.0   113.5    62.1    56.1     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    22.8    23.0    25.1
Diaphragm : M       5.5     4.1     2.7     1.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     107.2    93.1    69.7    36.8    20.1    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.4     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3    11.1    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
LL + I    : M+    805.2   713.1   550.7   298.5   164.8   149.1     0.0
            V      38.0    14.6    26.5    76.6    81.7    82.2    87.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    42.7    53.4    64.3    76.6    81.7    82.2    87.2
            M     719.8   667.7   525.6   298.5   167.4   151.7    -0.0
Total     : M+   1634.9  1433.1  1088.7   582.5   320.1   289.5     0.0
            V      51.1    40.5    65.2   128.1   138.6   139.7   150.0
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    55.8    79.2   103.0   128.1   138.6   139.7   150.0
            M    1549.5  1387.7  1063.7   582.5   322.7   292.1    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    59.9    66.3   121.1   229.4   306.8   353.2   368.7
(Max)       V      26.8    24.5    24.3    22.0    16.5    11.0     5.5     0.0
Self wt.  : M       0.0    43.1    47.7    87.2   165.2   220.9   254.3   265.4
(Min)       V      19.3    17.7    17.5    15.8    11.9     7.9     4.0     0.0
DL-Prec.  : M       0.0     9.4    10.4    19.0    35.9    48.0    55.3    57.7
DC(Max)     V       4.2     3.8     3.8     3.4     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     6.8     7.5    13.7    25.9    34.6    39.8    41.6
DC(Min)     V       3.0     2.8     2.7     2.5     1.9     1.2     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    70.2    77.6   141.9   268.8   359.4   413.8   431.9
Haunch (Max)V      31.4    28.7    28.4    25.7    19.3    12.9     6.4     0.0
Deck +    : M       0.0    50.5    55.9   102.2   193.5   258.8   297.9   311.0
Haunch (Min)V      22.6    20.7    20.5    18.5    13.9     9.3     4.6     0.0
Diaphragm : M       0.0     0.7     0.8     1.6     3.3     5.1     6.8     8.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     1.1     2.4     3.7     4.9     6.2
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    22.7    25.1    46.0    87.1   116.4   134.0   139.9
DC(Max)     V      10.2     9.3     9.2     8.3     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    16.4    18.1    33.1    62.7    83.8    96.5   100.7
DC(Min)     V       7.3     6.7     6.6     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0    15.1    16.6    30.4    57.6    77.1    88.7    92.6
DW(Max)     V       6.7     6.2     6.1     5.5     4.1     2.8     1.4     0.0
DL-Comp   : M       0.0     6.5     7.2    13.2    25.0    33.4    38.5    40.1
DW(Min)     V       2.9     2.7     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   326.3   360.5   653.0  1204.6  1559.9  1761.4  1796.7
            V     190.8   179.8   178.6   167.5    57.9    32.0    83.1    26.4
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   190.8   179.8   178.6   167.5   140.7   116.7    93.4    71.0
            M      -0.0   331.9   366.2   653.0  1149.8  1460.6  1574.5  1504.7
Total     : M+      0.0   504.3   557.4  1013.0  1886.8  2472.7  2813.3  2896.2
            V     270.5   252.7   250.8   232.8   107.0    64.8    99.7    26.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   270.5   252.7   250.8   232.8   189.8   149.5   110.0    71.3
            M      -0.0   509.9   563.1  1013.0  1832.0  2373.4  2626.4  2604.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.41   52.67   55.00
Self wt.  : M     353.2   306.8   229.4   121.1    66.3    59.9     0.0
(Max)       V       5.5    11.0    16.5    22.0    24.3    24.5    26.8
Self wt.  : M     254.3   220.9   165.2    87.2    47.7    43.1     0.0
(Min)       V       4.0     7.9    11.9    15.8    17.5    17.7    19.3
DL-Prec.  : M      55.3    48.0    35.9    19.0    10.4     9.4     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     3.8     3.8     4.2
DL-Prec.  : M      39.8    34.6    25.9    13.7     7.5     6.8     0.0
DC(Min)     V       0.6     1.2     1.9     2.5     2.7     2.8     3.0
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     413.8   359.4   268.8   141.9    77.6    70.2     0.0
Haunch (Max)V       6.4    12.9    19.3    25.7    28.4    28.7    31.4
Deck +    : M     297.9   258.8   193.5   102.2    55.9    50.5     0.0
Haunch (Min)V       4.6     9.3    13.9    18.5    20.5    20.7    22.6
Diaphragm : M       6.8     5.1     3.3     1.6     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       4.9     3.7     2.4     1.1     0.6     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     134.0   116.4    87.1    46.0    25.1    22.7     0.0
DC(Max)     V       2.1     4.2     6.3     8.3     9.2     9.3    10.2
DL-Comp   : M      96.5    83.8    62.7    33.1    18.1    16.4     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     6.6     6.7     7.3
DL-Comp   : M      88.7    77.1    57.6    30.4    16.6    15.1     0.0
DW(Max)     V       1.4     2.8     4.1     5.5     6.1     6.2     6.7
DL-Comp   : M      38.5    33.4    25.0    13.2     7.2     6.5     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.6     2.7     2.9
LL + I    : M+   1761.4  1559.9  1204.6   653.0   360.5   326.3     0.0
            V      83.1    32.0    57.9   167.5   178.6   179.8   190.8
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    93.4   116.7   140.7   167.5   178.6   179.8   190.8
            M    1574.5  1460.6  1149.8   653.0   366.2   331.9    -0.0
Total     : M+   2813.3  2472.7  1886.8  1013.0   557.4   504.3     0.0
            V      99.7    64.8   107.0   232.8   250.8   252.7   270.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   110.0   149.5   189.8   232.8   250.8   252.7   270.5
            M    2626.4  2373.4  1832.0  1013.0   563.1   509.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               26.8             26.8
Deck+Haunch            31.4             31.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.2              4.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           50.9             50.9
DL-Comp.(DW)           33.7             33.7
Live                  135.4            135.4
        Truck         104.6            104.6
        Lane           30.8             30.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    47.9    53.0    96.9   183.5   245.4   282.6   294.9
(Max)       V      21.4    19.6    19.4    17.6    13.2     8.8     4.4     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     7.5     8.3    15.2    28.7    38.4    44.2    46.2
DC(Max)     V       3.4     3.1     3.0     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.1    62.1   113.5   215.0   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    22.8    20.6    15.4    10.3     5.1     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     0.6     0.6     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    18.2    20.1    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.4     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.0    11.1    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   130.7   144.2   257.1   452.2   579.0   627.7   624.5
            V      87.0    80.9    80.2    74.0    61.0    48.8    35.8    32.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    87.0    80.9    80.2    74.0    61.0    49.4    39.7    32.5
            M       0.0   130.7   144.2   257.1   452.2   561.2   607.2   624.5
Total     : M+      0.0   271.1   299.5   541.0   990.3  1299.0  1457.4  1491.7
            V     149.8   138.4   137.1   125.5    99.7    74.7    48.8    32.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   149.8   138.4   137.1   125.5    99.7    75.3    52.8    32.7
            M       0.0   271.1   299.5   541.0   990.3  1281.2  1436.8  1491.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.41   52.67   55.00
Self wt.  : M     282.6   245.4   183.5    96.9    53.0    47.9     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.4    19.6    21.4
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      44.2    38.4    28.7    15.2     8.3     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.0     3.1     3.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.0   113.5    62.1    56.1     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    22.8    23.0    25.1
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       5.5     4.1     2.7     1.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     107.2    93.1    69.7    36.8    20.1    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.4     7.4     8.1
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      59.2    51.4    38.4    20.3    11.1    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
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+    627.7   579.0   452.2   257.1   144.2   130.7     0.0
            V      35.8    48.8    61.0    74.0    80.2    80.9    87.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    39.7    49.4    61.0    74.0    80.2    80.9    87.0
            M     607.2   561.2   452.2   257.1   144.2   130.7     0.0
Total     : M+   1457.4  1299.0   990.3   541.0   299.5   271.1     0.0
            V      48.8    74.7    99.7   125.5   137.1   138.4   149.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    52.8    75.3    99.7   125.5   137.1   138.4   149.8
            M    1436.8  1281.2   990.3   541.0   299.5   271.1     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    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.076   0.136   0.242   0.317   0.363   0.378   0.344 
Bottom        -0.062  -0.110  -0.196  -0.258  -0.294  -0.307  -0.279 
 
Prestress
Precast-top   -0.463  -0.463  -0.463  -0.463  -0.463  -0.463  -0.463 
Bottom         1.785   1.785   1.785   1.785   1.785   1.785   1.785 
 
Total
Precast-top   -0.387  -0.327  -0.221  -0.145  -0.100  -0.085  -0.119 
Bottom         1.723   1.675   1.589   1.527   1.491   1.478   1.506 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.48 %)
             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    4.97   10.60   16.23   21.87   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.009   0.009   0.017   0.033   0.044   0.050   0.052 
Precast-top   -0.095  -0.272  -0.257  -0.126   0.132   0.317   0.428   0.466 
Bottom         0.368   1.468   1.454   1.335   1.100   0.932   0.830   0.795 
 

 
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    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.076   0.136   0.242   0.317   0.363   0.378   0.344 
Bottom        -0.062  -0.110  -0.196  -0.258  -0.294  -0.307  -0.279 
 
Prestress
Precast-top   -0.463  -0.463  -0.463  -0.463  -0.463  -0.463  -0.463 
Bottom         1.785   1.785   1.785   1.785   1.785   1.785   1.785 
 
Total
Precast-top   -0.387  -0.327  -0.221  -0.145  -0.100  -0.085  -0.119 
Bottom         1.723   1.675   1.589   1.527   1.491   1.478   1.506 
 
As_top  , in2  1.663   1.326   0.757   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 = 10.48 %)
             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    4.97   10.60   16.23   21.87   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    4.97   10.60   16.23   21.87   27.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.044   0.048   0.086   0.153   0.197   0.215   0.215 
Precast-top   -0.048  -0.111  -0.100  -0.013   0.154   0.271   0.336   0.354 
Bottom         0.184   0.647   0.631   0.497   0.250   0.081  -0.002  -0.017 
 

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
    270.5    6.5   58.5    0.444   0.0   6.00e-3 50.0    277.1     1.131    2.347      0.11
      0.0    0.3   58.4     42.0 0.158      23.4 0.87    12.00     0.092    1.578 
Transfer:   3.00
    252.7    6.5   58.5    1.999   0.0   2.24e-3 36.9    233.3     0.605    1.760      0.00
    509.9    1.4   57.8    189.0 0.149      47.5 1.79    12.00     0.092    1.673 
Critical:   5.48
    233.9    6.5   58.5    2.286   0.0   0.55e-3 30.9    169.7     0.352    1.760      0.00
    984.9    1.6   57.7    189.0 0.139      90.2 3.40    12.00     0.092    1.805 
0.1L    :   5.63
    232.8    6.5   58.5    2.303   0.0   0.46e-3 30.6    164.0     0.336    1.760      0.00
   1013.0    1.6   57.7    189.0 0.138      94.6 3.57    12.00     0.092    1.813 
0.2L    :  11.27
    189.8    6.5   58.5    2.955   0.0   0.16e-3 29.6     97.8     0.193    0.496      0.00
   1832.0    2.1   57.5    189.0 0.113     113.0 4.28    24.00     0.092    1.728 
0.3L    :  16.90
    149.5    6.5   58.5    3.038   0.0   0.82e-3 31.9     87.7     0.190    0.413      0.00
   2373.4    2.1   57.5    189.0 0.089      78.5 2.97    24.00     0.092    1.622 
0.4L    :  22.53
    110.0    6.5   58.5    3.038   0.0   0.97e-3 32.4     48.9     0.108    0.413      0.00
   2626.4    2.1   57.5    189.0 0.065      73.2 2.77    24.00     0.092    2.130 
0.5L    :  28.17
     71.3    6.5   58.5    3.038   0.0   0.47e-3 30.7      0.0     0.092    0.413      0.00
   2604.1    2.1   57.5    189.0 0.042      93.5 3.54    24.00     0.092    3.710 
0.6L    :  33.80
    110.0    6.5   58.5    3.038   0.0   0.97e-3 32.4     48.9     0.108    0.413      0.00
   2626.4    2.1   57.5    189.0 0.065      73.2 2.77    24.00     0.092    2.130 
0.7L    :  39.43
    149.5    6.5   58.5    3.038   0.0   0.82e-3 31.9     87.7     0.190    0.413      0.00
   2373.4    2.1   57.5    189.0 0.089      78.5 2.97    24.00     0.092    1.622 
0.8L    :  45.07
    189.8    6.5   58.5    2.955   0.0   0.16e-3 29.6     97.8     0.193    0.496      0.00
   1832.0    2.1   57.5    189.0 0.113     113.0 4.28    24.00     0.092    1.728 
0.9L    :  50.70
    232.8    6.5   58.5    2.303   0.0   0.46e-3 30.6    164.0     0.336    1.760      0.00
   1013.0    1.6   57.7    189.0 0.138      94.6 3.57    12.00     0.092    1.813 
Critical:  50.86
    233.9    6.5   58.5    2.286   0.0   0.55e-3 30.9    169.7     0.352    1.760      0.00
    984.8    1.6   57.7    189.0 0.139      90.2 3.40    12.00     0.092    1.805 
Transfer:  53.33
    252.7    6.5   58.5    1.999   0.0   2.24e-3 36.9    233.3     0.605    1.760      0.00
    509.9    1.4   57.8    189.0 0.149      47.5 1.79    12.00     0.092    1.673 
Bearing :  55.67
    270.5    6.5   58.5    0.444   0.0   6.00e-3 50.0    277.1     1.131    2.347      0.11
      0.0    0.3   58.4     42.0 0.158      23.4 0.87    12.00     0.092    1.578 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.19
 
 
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
    270.5      5.15     58.54    0.32       58.38    24.00      0.300      0.966      0.000      2.347 
Transfer:      2.33
    252.7      4.86     58.54    1.42       57.83    24.00      0.300      0.869      0.000      1.760 
Critical:      4.81
    234.0      4.50     58.54    1.62       57.73    24.00      0.300      0.751      0.000      1.760 
0.1L    :      4.97
    232.8      4.48     58.54    1.63       57.72    24.00      0.300      0.744      0.000      1.760 
0.2L    :     10.60
    189.8      3.67     58.54    2.09       57.49    24.00      0.300      0.473      0.000      0.496 
0.3L    :     16.23
    149.5      2.89     58.54    2.15       57.46    24.00      0.300      0.214      0.000      0.413 
0.4L    :     21.87
    110.0      2.13     58.54    2.15       57.46    24.00      0.300      0.000      0.000      0.413 
0.5L    :     27.50
     71.3      1.38     58.54    2.15       57.46    24.00      0.300      0.000      0.000      0.413 
0.6L    :     33.13
    110.0      2.13     58.54    2.15       57.46    24.00      0.300      0.000      0.000      0.413 
0.7L    :     38.77
    149.5      2.89     58.54    2.15       57.46    24.00      0.300      0.214      0.000      0.413 
0.8L    :     44.40
    189.8      3.67     58.54    2.09       57.49    24.00      0.300      0.473      0.000      0.496 
0.9L    :     50.03
    232.8      4.48     58.54    1.63       57.72    24.00      0.300      0.744      0.000      1.760 
Critical:     50.19
    234.0      4.50     58.54    1.62       57.73    24.00      0.300      0.751      0.000      1.760 
Transfer:     52.67
    252.7      4.86     58.54    1.42       57.83    24.00      0.300      0.869      0.000      1.760 
Bearing :     55.00
    270.5      5.15     58.54    0.32       58.38    24.00      0.300      0.966      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 = 4.97 ft
Prestress      :       0.191  1.80      0.344  2.20      0.420
Self Wt.       :      -0.043  1.85     -0.079  2.40     -0.102
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          :       0.148            0.265            0.318
 
At 0.2 x L = 10.60 ft
Prestress      :       0.341  1.80      0.614  2.20      0.750
Self Wt.       :      -0.081  1.85     -0.149  2.40     -0.194
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          :       0.260            0.464            0.556
 
At 0.3 x L = 16.23 ft
Prestress      :       0.448  1.80      0.807  2.20      0.986
Self Wt.       :      -0.111  1.85     -0.205  2.40     -0.265
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          :       0.338            0.602            0.721
 
At 0.4 x L = 21.87 ft
Prestress      :       0.513  1.80      0.923  2.20      1.128
Self Wt.       :      -0.130  1.85     -0.240  2.40     -0.311
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          :       0.383            0.683            0.817
 
At 0.5 x L = 27.50 ft
Prestress      :       0.534  1.80      0.961  2.20      1.175
Self Wt.       :      -0.136  1.85     -0.252  2.40     -0.326
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          :       0.398            0.710            0.848
 
At 0.6 x L = 33.13 ft
Prestress      :       0.513  1.80      0.923  2.20      1.128
Self Wt.       :      -0.130  1.85     -0.240  2.40     -0.311
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          :       0.383            0.683            0.817
 
At 0.7 x L = 38.77 ft
Prestress      :       0.448  1.80      0.807  2.20      0.986
Self Wt.       :      -0.111  1.85     -0.205  2.40     -0.265
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          :       0.338            0.602            0.721
 
At 0.8 x L = 44.40 ft
Prestress      :       0.341  1.80      0.614  2.20      0.750
Self Wt.       :      -0.081  1.85     -0.149  2.40     -0.194
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          :       0.260            0.464            0.556
 
At 0.9 x L = 50.03 ft
Prestress      :       0.191  1.80      0.344  2.20      0.420
Self Wt.       :      -0.043  1.85     -0.079  2.40     -0.102
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          :       0.148            0.265            0.318
 

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
   504.3    58.5  1.999  267.8    1.7   1.42   2579.7  0.105T 1.00       -       -     -     -  
H/2     :   2.59
   557.4    58.5  2.029  267.8    1.7   1.44   2617.8  0.104T 1.00       -       -     -     -  
0.1L    :   4.97
  1013.0    58.5  2.303  267.5    1.9   1.63   2963.9  0.091T 1.00       -       -     -     -  
0.2L    :  10.60
  1886.8    58.5  2.955  266.8    2.5   2.09   3777.8  0.071T 1.00       -       -     -     -  
0.3L    :  16.23
  2472.7    58.5  3.038  266.7    2.5   2.15   3880.4  0.069T 1.00   1009.8  1009.8    3.84    -  
0.4L    :  21.87
  2813.3    58.5  3.038  266.7    2.5   2.15   3880.4  0.069T 1.00    966.5   966.5    4.01    -  
0.5L    :  27.50
  2896.2    58.5  3.038  266.7    2.5   2.15   3880.4  0.069T 1.00    951.7   951.7    4.08    -  
0.6L    :  33.13
  2813.3    58.5  3.038  266.7    2.5   2.15   3880.4  0.069T 1.00    966.5   966.5    4.01    -  
0.7L    :  38.77
  2472.7    58.5  3.038  266.7    2.5   2.15   3880.4  0.069T 1.00   1009.8  1009.8    3.84    -  
0.8L    :  44.40
  1886.8    58.5  2.955  266.8    2.5   2.09   3777.8  0.071T 1.00       -       -     -     -  
0.9L    :  50.03
  1013.0    58.5  2.303  267.5    1.9   1.63   2963.9  0.091T 1.00       -       -     -     -  
H/2     :  52.41
   557.4    58.5  2.029  267.8    1.7   1.44   2617.8  0.104T 1.00       -       -     -     -  
Transfer:  52.67
   504.3    58.5  1.999  267.8    1.7   1.42   2579.7  0.105T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.005
        M   2.00 Fb     0.205
 
  2   2 E   6.00 Ft    -0.051
        M   6.00 Fb     0.444
 
  3   2 E   6.00 Ft    -0.097
        M   6.00 Fb     0.683
 
  4   2 E   6.00 Ft    -0.144
        M   6.00 Fb     0.922
 
  5   2 E   2.00 Ft    -0.225
        M   2.00 Fb     1.189
 
  6   2 E   2.00 Ft    -0.305
        M   2.00 Fb     1.456
 
  7   2 E   2.00 Ft    -0.386
        M   2.00 Fb     1.723
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 56.33            Release Length, ft: 56.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.30 %               Final losses: 11.82 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.723     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.387       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)                  3880.36     2896.16     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   0.052     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.466     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.468    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   0.354     Midspan
    Pre.Bot:                                                             2.000   0.647    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  27.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.534  1.80      0.961  2.20      1.175
Self Wt.       :      -0.136  1.85     -0.252  2.40     -0.326
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          :       0.398            0.710            0.848
 
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   55.00
     DC  Line       0.087      0.00       0.087   55.00
 
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 = 56.333 ft
Release length = 56.333 ft
Design  length = 55.000 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)  : 0.865   (Calculated)    
Live Moment (1  lane  loaded)  : 0.628   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.123   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.898   (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     4.97    10.60    16.23    21.87    27.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    752.5    765.3    765.3    765.3    765.3    765.3    765.3    765.3
  Yb      ,  in    24.54    24.19    24.19    24.19    24.19    24.19    24.19    24.19
  MI(Ixx) , in4   287456   292922   292922   292922   292922   292922   292922   292922
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1567.3   1579.6   1579.6   1579.6   1579.6   1579.6   1579.6   1579.6
  Yb      ,  in    42.09    41.79    41.79    41.79    41.79    41.79    41.79    41.79
  MI(Ixx) , in4   737326   755305   755305   755305   755305   755305   755305   755305

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 19.72 ft from member end )
END PATTERN (Ycg = 3.71 in):
     8 @  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     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.982 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.977 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.119 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)       
-------------------------------------------------------------------------------------
       788.666         740 583.613     10.849 43940.070   745.928     356.584        
 
 
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     11.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      11.1670     16.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      16.1670     40.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      40.1663     45.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      45.1663     49.1663    Yes
      2      US#5[M16]       60.00        0.62       9.00      49.1663     50.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      50.6663     53.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00      53.6663     54.0833    Yes
      2      US#6[M19]       60.00        0.88       4.50      54.0833     55.9583    Yes
      2      US#6[M19]       60.00        0.88       3.00      55.9583     56.2083    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 56.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  3.71 in
         P_init    =      595.5 kips  Ecc = 20.93 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.43 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.313 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.07 ksi    0.00 ksi
    due to Composite Loads                                 -0.65 ksi    0.00 ksi
    due to Live Loads                                      -3.08 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                         7.23 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.43 ksi  ( 4.30 %)            14.73 ksi ( 7.51 %)
Total Prestress Losses                                    23.16 ksi (11.82 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    47.9    53.0    96.9   183.5   245.4   282.6   294.9
(Max)       V      21.4    19.6    19.4    17.6    13.2     8.8     4.4     0.0
DL-Prec.  : M       0.0     7.5     8.3    15.2    28.7    38.4    44.2    46.2
DC(Max)     V       3.4     3.1     3.0     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.1    62.1   113.5   215.0   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    22.8    20.6    15.4    10.3     5.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    18.2    20.1    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.4     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0    11.1    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   186.4   206.0   373.2   688.4   891.4  1006.5  1026.7
            V     109.0   102.8   102.1    95.7    33.1    18.3    47.5    15.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   109.0   102.8   102.1    95.7    80.4    66.7    53.4    40.6
            M      -0.0   189.7   209.2   373.2   657.0   834.6   899.7   859.8
Total     : M+      0.0   326.8   361.3   657.1  1226.4  1611.3  1836.2  1893.9
            V     171.8   160.3   159.0   147.2    71.8    44.2    60.6    15.3
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   171.8   160.3   159.0   147.2   119.1    92.6    66.4    40.8
            M      -0.0   330.0   364.5   657.1  1195.1  1554.6  1729.4  1727.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.41   52.67   55.00
Self wt.  : M     282.6   245.4   183.5    96.9    53.0    47.9     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.4    19.6    21.4
DL-Prec.  : M      44.2    38.4    28.7    15.2     8.3     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.0     3.1     3.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.0   113.5    62.1    56.1     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    22.8    23.0    25.1
Diaphragm : M       5.5     4.1     2.7     1.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     107.2    93.1    69.7    36.8    20.1    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.4     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3    11.1    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
LL + I    : M+   1006.5   891.4   688.4   373.2   206.0   186.4     0.0
            V      47.5    18.3    33.1    95.7   102.1   102.8   109.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.4    66.7    80.4    95.7   102.1   102.8   109.0
            M     899.7   834.6   657.0   373.2   209.2   189.7    -0.0
Total     : M+   1836.2  1611.3  1226.4   657.1   361.3   326.8     0.0
            V      60.6    44.2    71.8   147.2   159.0   160.3   171.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    66.4    92.6   119.1   147.2   159.0   160.3   171.8
            M    1729.4  1554.6  1195.1   657.1   364.5   330.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.4             21.4
Deck+Haunch            25.1             25.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.4              3.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           40.7             40.7
DL-Comp.(DW)           22.5             22.5
Live                   77.4             77.4
        Truck          59.8             59.8
        Lane           17.6             17.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    47.9    53.0    96.9   183.5   245.4   282.6   294.9
(Max)       V      21.4    19.6    19.4    17.6    13.2     8.8     4.4     0.0
DL-Prec.  : M       0.0     7.5     8.3    15.2    28.7    38.4    44.2    46.2
DC(Max)     V       3.4     3.1     3.0     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.1    62.1   113.5   215.0   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    22.8    20.6    15.4    10.3     5.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    18.2    20.1    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.4     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0    11.1    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   149.1   164.8   298.5   550.7   713.1   805.2   821.4
            V      87.2    82.2    81.7    76.6    26.5    14.6    38.0    12.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    87.2    82.2    81.7    76.6    64.3    53.4    42.7    32.4
            M      -0.0   151.7   167.4   298.5   525.6   667.7   719.8   687.9
Total     : M+      0.0   289.5   320.1   582.5  1088.7  1433.1  1634.9  1688.6
            V     150.0   139.7   138.6   128.1    65.2    40.5    51.1    12.3
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   150.0   139.7   138.6   128.1   103.0    79.2    55.8    32.7
            M      -0.0   292.1   322.7   582.5  1063.7  1387.7  1549.5  1555.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.41   52.67   55.00
Self wt.  : M     282.6   245.4   183.5    96.9    53.0    47.9     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.4    19.6    21.4
DL-Prec.  : M      44.2    38.4    28.7    15.2     8.3     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.0     3.1     3.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.0   113.5    62.1    56.1     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    22.8    23.0    25.1
Diaphragm : M       5.5     4.1     2.7     1.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     107.2    93.1    69.7    36.8    20.1    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.4     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3    11.1    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
LL + I    : M+    805.2   713.1   550.7   298.5   164.8   149.1     0.0
            V      38.0    14.6    26.5    76.6    81.7    82.2    87.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    42.7    53.4    64.3    76.6    81.7    82.2    87.2
            M     719.8   667.7   525.6   298.5   167.4   151.7    -0.0
Total     : M+   1634.9  1433.1  1088.7   582.5   320.1   289.5     0.0
            V      51.1    40.5    65.2   128.1   138.6   139.7   150.0
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    55.8    79.2   103.0   128.1   138.6   139.7   150.0
            M    1549.5  1387.7  1063.7   582.5   322.7   292.1    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    59.9    66.3   121.1   229.4   306.8   353.2   368.7
(Max)       V      26.8    24.5    24.3    22.0    16.5    11.0     5.5     0.0
Self wt.  : M       0.0    43.1    47.7    87.2   165.2   220.9   254.3   265.4
(Min)       V      19.3    17.7    17.5    15.8    11.9     7.9     4.0     0.0
DL-Prec.  : M       0.0     9.4    10.4    19.0    35.9    48.0    55.3    57.7
DC(Max)     V       4.2     3.8     3.8     3.4     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     6.8     7.5    13.7    25.9    34.6    39.8    41.6
DC(Min)     V       3.0     2.8     2.7     2.5     1.9     1.2     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    70.2    77.6   141.9   268.8   359.4   413.8   431.9
Haunch (Max)V      31.4    28.7    28.4    25.7    19.3    12.9     6.4     0.0
Deck +    : M       0.0    50.5    55.9   102.2   193.5   258.8   297.9   311.0
Haunch (Min)V      22.6    20.7    20.5    18.5    13.9     9.3     4.6     0.0
Diaphragm : M       0.0     0.7     0.8     1.6     3.3     5.1     6.8     8.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     1.1     2.4     3.7     4.9     6.2
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    22.7    25.1    46.0    87.1   116.4   134.0   139.9
DC(Max)     V      10.2     9.3     9.2     8.3     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    16.4    18.1    33.1    62.7    83.8    96.5   100.7
DC(Min)     V       7.3     6.7     6.6     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0    15.1    16.6    30.4    57.6    77.1    88.7    92.6
DW(Max)     V       6.7     6.2     6.1     5.5     4.1     2.8     1.4     0.0
DL-Comp   : M       0.0     6.5     7.2    13.2    25.0    33.4    38.5    40.1
DW(Min)     V       2.9     2.7     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   326.3   360.5   653.0  1204.6  1559.9  1761.4  1796.7
            V     190.8   179.8   178.6   167.5    57.9    32.0    83.1    26.4
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   190.8   179.8   178.6   167.5   140.7   116.7    93.4    71.0
            M      -0.0   331.9   366.2   653.0  1149.8  1460.6  1574.5  1504.7
Total     : M+      0.0   504.3   557.4  1013.0  1886.8  2472.7  2813.3  2896.2
            V     270.5   252.7   250.8   232.8   107.0    64.8    99.7    26.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   270.5   252.7   250.8   232.8   189.8   149.5   110.0    71.3
            M      -0.0   509.9   563.1  1013.0  1832.0  2373.4  2626.4  2604.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.41   52.67   55.00
Self wt.  : M     353.2   306.8   229.4   121.1    66.3    59.9     0.0
(Max)       V       5.5    11.0    16.5    22.0    24.3    24.5    26.8
Self wt.  : M     254.3   220.9   165.2    87.2    47.7    43.1     0.0
(Min)       V       4.0     7.9    11.9    15.8    17.5    17.7    19.3
DL-Prec.  : M      55.3    48.0    35.9    19.0    10.4     9.4     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     3.8     3.8     4.2
DL-Prec.  : M      39.8    34.6    25.9    13.7     7.5     6.8     0.0
DC(Min)     V       0.6     1.2     1.9     2.5     2.7     2.8     3.0
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     413.8   359.4   268.8   141.9    77.6    70.2     0.0
Haunch (Max)V       6.4    12.9    19.3    25.7    28.4    28.7    31.4
Deck +    : M     297.9   258.8   193.5   102.2    55.9    50.5     0.0
Haunch (Min)V       4.6     9.3    13.9    18.5    20.5    20.7    22.6
Diaphragm : M       6.8     5.1     3.3     1.6     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       4.9     3.7     2.4     1.1     0.6     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     134.0   116.4    87.1    46.0    25.1    22.7     0.0
DC(Max)     V       2.1     4.2     6.3     8.3     9.2     9.3    10.2
DL-Comp   : M      96.5    83.8    62.7    33.1    18.1    16.4     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     6.6     6.7     7.3
DL-Comp   : M      88.7    77.1    57.6    30.4    16.6    15.1     0.0
DW(Max)     V       1.4     2.8     4.1     5.5     6.1     6.2     6.7
DL-Comp   : M      38.5    33.4    25.0    13.2     7.2     6.5     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.6     2.7     2.9
LL + I    : M+   1761.4  1559.9  1204.6   653.0   360.5   326.3     0.0
            V      83.1    32.0    57.9   167.5   178.6   179.8   190.8
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    93.4   116.7   140.7   167.5   178.6   179.8   190.8
            M    1574.5  1460.6  1149.8   653.0   366.2   331.9    -0.0
Total     : M+   2813.3  2472.7  1886.8  1013.0   557.4   504.3     0.0
            V      99.7    64.8   107.0   232.8   250.8   252.7   270.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   110.0   149.5   189.8   232.8   250.8   252.7   270.5
            M    2626.4  2373.4  1832.0  1013.0   563.1   509.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               26.8             26.8
Deck+Haunch            31.4             31.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.2              4.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           50.9             50.9
DL-Comp.(DW)           33.7             33.7
Live                  135.4            135.4
        Truck         104.6            104.6
        Lane           30.8             30.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    47.9    53.0    96.9   183.5   245.4   282.6   294.9
(Max)       V      21.4    19.6    19.4    17.6    13.2     8.8     4.4     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     7.5     8.3    15.2    28.7    38.4    44.2    46.2
DC(Max)     V       3.4     3.1     3.0     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.1    62.1   113.5   215.0   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    22.8    20.6    15.4    10.3     5.1     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     0.6     0.6     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    18.2    20.1    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.4     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.0    11.1    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   130.7   144.2   257.1   452.2   579.0   627.7   624.5
            V      87.0    80.9    80.2    74.0    61.0    48.8    35.8    32.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    87.0    80.9    80.2    74.0    61.0    49.4    39.7    32.5
            M       0.0   130.7   144.2   257.1   452.2   561.2   607.2   624.5
Total     : M+      0.0   271.1   299.5   541.0   990.3  1299.0  1457.4  1491.7
            V     149.8   138.4   137.1   125.5    99.7    74.7    48.8    32.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   149.8   138.4   137.1   125.5    99.7    75.3    52.8    32.7
            M       0.0   271.1   299.5   541.0   990.3  1281.2  1436.8  1491.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.41   52.67   55.00
Self wt.  : M     282.6   245.4   183.5    96.9    53.0    47.9     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.4    19.6    21.4
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      44.2    38.4    28.7    15.2     8.3     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.0     3.1     3.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.0   113.5    62.1    56.1     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    22.8    23.0    25.1
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       5.5     4.1     2.7     1.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     107.2    93.1    69.7    36.8    20.1    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.4     7.4     8.1
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      59.2    51.4    38.4    20.3    11.1    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
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+    627.7   579.0   452.2   257.1   144.2   130.7     0.0
            V      35.8    48.8    61.0    74.0    80.2    80.9    87.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    39.7    49.4    61.0    74.0    80.2    80.9    87.0
            M     607.2   561.2   452.2   257.1   144.2   130.7     0.0
Total     : M+   1457.4  1299.0   990.3   541.0   299.5   271.1     0.0
            V      48.8    74.7    99.7   125.5   137.1   138.4   149.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    52.8    75.3    99.7   125.5   137.1   138.4   149.8
            M    1436.8  1281.2   990.3   541.0   299.5   271.1     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    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.076   0.136   0.242   0.317   0.363   0.378   0.344 
Bottom        -0.062  -0.110  -0.196  -0.258  -0.294  -0.307  -0.279 
 
Prestress
Precast-top   -0.463  -0.463  -0.463  -0.463  -0.463  -0.463  -0.463 
Bottom         1.785   1.785   1.785   1.785   1.785   1.785   1.785 
 
Total
Precast-top   -0.387  -0.327  -0.221  -0.145  -0.100  -0.085  -0.119 
Bottom         1.723   1.675   1.589   1.527   1.491   1.478   1.506 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.48 %)
             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    4.97   10.60   16.23   21.87   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.009   0.009   0.017   0.033   0.044   0.050   0.052 
Precast-top   -0.095  -0.272  -0.257  -0.126   0.132   0.317   0.428   0.466 
Bottom         0.368   1.468   1.454   1.335   1.100   0.932   0.830   0.795 
 

 
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    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.076   0.136   0.242   0.317   0.363   0.378   0.344 
Bottom        -0.062  -0.110  -0.196  -0.258  -0.294  -0.307  -0.279 
 
Prestress
Precast-top   -0.463  -0.463  -0.463  -0.463  -0.463  -0.463  -0.463 
Bottom         1.785   1.785   1.785   1.785   1.785   1.785   1.785 
 
Total
Precast-top   -0.387  -0.327  -0.221  -0.145  -0.100  -0.085  -0.119 
Bottom         1.723   1.675   1.589   1.527   1.491   1.478   1.506 
 
As_top  , in2  1.663   1.326   0.757   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 = 10.48 %)
             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    4.97   10.60   16.23   21.87   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    4.97   10.60   16.23   21.87   27.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.044   0.048   0.086   0.153   0.197   0.215   0.215 
Precast-top   -0.048  -0.111  -0.100  -0.013   0.154   0.271   0.336   0.354 
Bottom         0.184   0.647   0.631   0.497   0.250   0.081  -0.002  -0.017 
 

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
    270.5    6.5   58.5    0.444   0.0   6.00e-3 50.0    277.1     1.131    2.347      0.11
      0.0    0.3   58.4     42.0 0.158      23.4 0.87    12.00     0.092    1.578 
Transfer:   3.00
    252.7    6.5   58.5    1.999   0.0   2.24e-3 36.9    233.3     0.605    1.760      0.00
    509.9    1.4   57.8    189.0 0.149      47.5 1.79    12.00     0.092    1.673 
Critical:   5.48
    233.9    6.5   58.5    2.286   0.0   0.55e-3 30.9    169.7     0.352    1.760      0.00
    984.9    1.6   57.7    189.0 0.139      90.2 3.40    12.00     0.092    1.805 
0.1L    :   5.63
    232.8    6.5   58.5    2.303   0.0   0.46e-3 30.6    164.0     0.336    1.760      0.00
   1013.0    1.6   57.7    189.0 0.138      94.6 3.57    12.00     0.092    1.813 
0.2L    :  11.27
    189.8    6.5   58.5    2.955   0.0   0.16e-3 29.6     97.8     0.193    0.496      0.00
   1832.0    2.1   57.5    189.0 0.113     113.0 4.28    24.00     0.092    1.728 
0.3L    :  16.90
    149.5    6.5   58.5    3.038   0.0   0.82e-3 31.9     87.7     0.190    0.413      0.00
   2373.4    2.1   57.5    189.0 0.089      78.5 2.97    24.00     0.092    1.622 
0.4L    :  22.53
    110.0    6.5   58.5    3.038   0.0   0.97e-3 32.4     48.9     0.108    0.413      0.00
   2626.4    2.1   57.5    189.0 0.065      73.2 2.77    24.00     0.092    2.130 
0.5L    :  28.17
     71.3    6.5   58.5    3.038   0.0   0.47e-3 30.7      0.0     0.092    0.413      0.00
   2604.1    2.1   57.5    189.0 0.042      93.5 3.54    24.00     0.092    3.710 
0.6L    :  33.80
    110.0    6.5   58.5    3.038   0.0   0.97e-3 32.4     48.9     0.108    0.413      0.00
   2626.4    2.1   57.5    189.0 0.065      73.2 2.77    24.00     0.092    2.130 
0.7L    :  39.43
    149.5    6.5   58.5    3.038   0.0   0.82e-3 31.9     87.7     0.190    0.413      0.00
   2373.4    2.1   57.5    189.0 0.089      78.5 2.97    24.00     0.092    1.622 
0.8L    :  45.07
    189.8    6.5   58.5    2.955   0.0   0.16e-3 29.6     97.8     0.193    0.496      0.00
   1832.0    2.1   57.5    189.0 0.113     113.0 4.28    24.00     0.092    1.728 
0.9L    :  50.70
    232.8    6.5   58.5    2.303   0.0   0.46e-3 30.6    164.0     0.336    1.760      0.00
   1013.0    1.6   57.7    189.0 0.138      94.6 3.57    12.00     0.092    1.813 
Critical:  50.86
    233.9    6.5   58.5    2.286   0.0   0.55e-3 30.9    169.7     0.352    1.760      0.00
    984.8    1.6   57.7    189.0 0.139      90.2 3.40    12.00     0.092    1.805 
Transfer:  53.33
    252.7    6.5   58.5    1.999   0.0   2.24e-3 36.9    233.3     0.605    1.760      0.00
    509.9    1.4   57.8    189.0 0.149      47.5 1.79    12.00     0.092    1.673 
Bearing :  55.67
    270.5    6.5   58.5    0.444   0.0   6.00e-3 50.0    277.1     1.131    2.347      0.11
      0.0    0.3   58.4     42.0 0.158      23.4 0.87    12.00     0.092    1.578 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.19
 
 
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
    270.5      5.15     58.54    0.32       58.38    24.00      0.300      0.966      0.000      2.347 
Transfer:      2.33
    252.7      4.86     58.54    1.42       57.83    24.00      0.300      0.869      0.000      1.760 
Critical:      4.81
    234.0      4.50     58.54    1.62       57.73    24.00      0.300      0.751      0.000      1.760 
0.1L    :      4.97
    232.8      4.48     58.54    1.63       57.72    24.00      0.300      0.744      0.000      1.760 
0.2L    :     10.60
    189.8      3.67     58.54    2.09       57.49    24.00      0.300      0.473      0.000      0.496 
0.3L    :     16.23
    149.5      2.89     58.54    2.15       57.46    24.00      0.300      0.214      0.000      0.413 
0.4L    :     21.87
    110.0      2.13     58.54    2.15       57.46    24.00      0.300      0.000      0.000      0.413 
0.5L    :     27.50
     71.3      1.38     58.54    2.15       57.46    24.00      0.300      0.000      0.000      0.413 
0.6L    :     33.13
    110.0      2.13     58.54    2.15       57.46    24.00      0.300      0.000      0.000      0.413 
0.7L    :     38.77
    149.5      2.89     58.54    2.15       57.46    24.00      0.300      0.214      0.000      0.413 
0.8L    :     44.40
    189.8      3.67     58.54    2.09       57.49    24.00      0.300      0.473      0.000      0.496 
0.9L    :     50.03
    232.8      4.48     58.54    1.63       57.72    24.00      0.300      0.744      0.000      1.760 
Critical:     50.19
    234.0      4.50     58.54    1.62       57.73    24.00      0.300      0.751      0.000      1.760 
Transfer:     52.67
    252.7      4.86     58.54    1.42       57.83    24.00      0.300      0.869      0.000      1.760 
Bearing :     55.00
    270.5      5.15     58.54    0.32       58.38    24.00      0.300      0.966      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 = 4.97 ft
Prestress      :       0.191  1.80      0.344  2.20      0.420
Self Wt.       :      -0.043  1.85     -0.079  2.40     -0.102
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          :       0.148            0.265            0.318
 
At 0.2 x L = 10.60 ft
Prestress      :       0.341  1.80      0.614  2.20      0.750
Self Wt.       :      -0.081  1.85     -0.149  2.40     -0.194
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          :       0.260            0.464            0.556
 
At 0.3 x L = 16.23 ft
Prestress      :       0.448  1.80      0.807  2.20      0.986
Self Wt.       :      -0.111  1.85     -0.205  2.40     -0.265
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          :       0.338            0.602            0.721
 
At 0.4 x L = 21.87 ft
Prestress      :       0.513  1.80      0.923  2.20      1.128
Self Wt.       :      -0.130  1.85     -0.240  2.40     -0.311
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          :       0.383            0.683            0.817
 
At 0.5 x L = 27.50 ft
Prestress      :       0.534  1.80      0.961  2.20      1.175
Self Wt.       :      -0.136  1.85     -0.252  2.40     -0.326
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          :       0.398            0.710            0.848
 
At 0.6 x L = 33.13 ft
Prestress      :       0.513  1.80      0.923  2.20      1.128
Self Wt.       :      -0.130  1.85     -0.240  2.40     -0.311
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          :       0.383            0.683            0.817
 
At 0.7 x L = 38.77 ft
Prestress      :       0.448  1.80      0.807  2.20      0.986
Self Wt.       :      -0.111  1.85     -0.205  2.40     -0.265
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          :       0.338            0.602            0.721
 
At 0.8 x L = 44.40 ft
Prestress      :       0.341  1.80      0.614  2.20      0.750
Self Wt.       :      -0.081  1.85     -0.149  2.40     -0.194
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          :       0.260            0.464            0.556
 
At 0.9 x L = 50.03 ft
Prestress      :       0.191  1.80      0.344  2.20      0.420
Self Wt.       :      -0.043  1.85     -0.079  2.40     -0.102
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          :       0.148            0.265            0.318
 

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
   504.3    58.5  1.999  267.8    1.7   1.42   2579.7  0.105T 1.00       -       -     -     -  
H/2     :   2.59
   557.4    58.5  2.029  267.8    1.7   1.44   2617.8  0.104T 1.00       -       -     -     -  
0.1L    :   4.97
  1013.0    58.5  2.303  267.5    1.9   1.63   2963.9  0.091T 1.00       -       -     -     -  
0.2L    :  10.60
  1886.8    58.5  2.955  266.8    2.5   2.09   3777.8  0.071T 1.00       -       -     -     -  
0.3L    :  16.23
  2472.7    58.5  3.038  266.7    2.5   2.15   3880.4  0.069T 1.00   1009.8  1009.8    3.84    -  
0.4L    :  21.87
  2813.3    58.5  3.038  266.7    2.5   2.15   3880.4  0.069T 1.00    966.5   966.5    4.01    -  
0.5L    :  27.50
  2896.2    58.5  3.038  266.7    2.5   2.15   3880.4  0.069T 1.00    951.7   951.7    4.08    -  
0.6L    :  33.13
  2813.3    58.5  3.038  266.7    2.5   2.15   3880.4  0.069T 1.00    966.5   966.5    4.01    -  
0.7L    :  38.77
  2472.7    58.5  3.038  266.7    2.5   2.15   3880.4  0.069T 1.00   1009.8  1009.8    3.84    -  
0.8L    :  44.40
  1886.8    58.5  2.955  266.8    2.5   2.09   3777.8  0.071T 1.00       -       -     -     -  
0.9L    :  50.03
  1013.0    58.5  2.303  267.5    1.9   1.63   2963.9  0.091T 1.00       -       -     -     -  
H/2     :  52.41
   557.4    58.5  2.029  267.8    1.7   1.44   2617.8  0.104T 1.00       -       -     -     -  
Transfer:  52.67
   504.3    58.5  1.999  267.8    1.7   1.42   2579.7  0.105T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.005
        M   2.00 Fb     0.205
 
  2   2 E   6.00 Ft    -0.051
        M   6.00 Fb     0.444
 
  3   2 E   6.00 Ft    -0.097
        M   6.00 Fb     0.683
 
  4   2 E   6.00 Ft    -0.144
        M   6.00 Fb     0.922
 
  5   2 E   2.00 Ft    -0.225
        M   2.00 Fb     1.189
 
  6   2 E   2.00 Ft    -0.305
        M   2.00 Fb     1.456
 
  7   2 E   2.00 Ft    -0.386
        M   2.00 Fb     1.723
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 56.33            Release Length, ft: 56.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.30 %               Final losses: 11.82 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.723     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.387       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)                  3880.36     2896.16     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   0.052     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.466     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.468    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   0.354     Midspan
    Pre.Bot:                                                             2.000   0.647    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  27.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.534  1.80      0.961  2.20      1.175
Self Wt.       :      -0.136  1.85     -0.252  2.40     -0.326
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          :       0.398            0.710            0.848
 
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   55.00
     DC  Line       0.087      0.00       0.087   55.00
 
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 = 56.333 ft
Release length = 56.333 ft
Design  length = 55.000 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)  : 0.865   (Calculated)    
Live Moment (1  lane  loaded)  : 0.628   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.123   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.898   (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     4.97    10.60    16.23    21.87    27.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    752.5    765.3    765.3    765.3    765.3    765.3    765.3    765.3
  Yb      ,  in    24.54    24.19    24.19    24.19    24.19    24.19    24.19    24.19
  MI(Ixx) , in4   287456   292922   292922   292922   292922   292922   292922   292922
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1567.3   1579.6   1579.6   1579.6   1579.6   1579.6   1579.6   1579.6
  Yb      ,  in    42.09    41.79    41.79    41.79    41.79    41.79    41.79    41.79
  MI(Ixx) , in4   737326   755305   755305   755305   755305   755305   755305   755305

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 19.72 ft from member end )
END PATTERN (Ycg = 3.71 in):
     8 @  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     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.982 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.977 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.119 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)       
-------------------------------------------------------------------------------------
       788.666         740 583.613     10.849 43940.070   745.928     356.584        
 
 
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     11.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      11.1670     16.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      16.1670     40.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      40.1663     45.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      45.1663     49.1663    Yes
      2      US#5[M16]       60.00        0.62       9.00      49.1663     50.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      50.6663     53.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00      53.6663     54.0833    Yes
      2      US#6[M19]       60.00        0.88       4.50      54.0833     55.9583    Yes
      2      US#6[M19]       60.00        0.88       3.00      55.9583     56.2083    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 56.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  3.71 in
         P_init    =      595.5 kips  Ecc = 20.93 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.43 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.313 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.07 ksi    0.00 ksi
    due to Composite Loads                                 -0.65 ksi    0.00 ksi
    due to Live Loads                                      -3.08 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                         7.23 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.43 ksi  ( 4.30 %)            14.73 ksi ( 7.51 %)
Total Prestress Losses                                    23.16 ksi (11.82 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    47.9    53.0    96.9   183.5   245.4   282.6   294.9
(Max)       V      21.4    19.6    19.4    17.6    13.2     8.8     4.4     0.0
DL-Prec.  : M       0.0     7.5     8.3    15.2    28.7    38.4    44.2    46.2
DC(Max)     V       3.4     3.1     3.0     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.1    62.1   113.5   215.0   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    22.8    20.6    15.4    10.3     5.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    18.2    20.1    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.4     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0    11.1    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   186.4   206.0   373.2   688.4   891.4  1006.5  1026.7
            V     109.0   102.8   102.1    95.7    33.1    18.3    47.5    15.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   109.0   102.8   102.1    95.7    80.4    66.7    53.4    40.6
            M      -0.0   189.7   209.2   373.2   657.0   834.6   899.7   859.8
Total     : M+      0.0   326.8   361.3   657.1  1226.4  1611.3  1836.2  1893.9
            V     171.8   160.3   159.0   147.2    71.8    44.2    60.6    15.3
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   171.8   160.3   159.0   147.2   119.1    92.6    66.4    40.8
            M      -0.0   330.0   364.5   657.1  1195.1  1554.6  1729.4  1727.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.41   52.67   55.00
Self wt.  : M     282.6   245.4   183.5    96.9    53.0    47.9     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.4    19.6    21.4
DL-Prec.  : M      44.2    38.4    28.7    15.2     8.3     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.0     3.1     3.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.0   113.5    62.1    56.1     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    22.8    23.0    25.1
Diaphragm : M       5.5     4.1     2.7     1.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     107.2    93.1    69.7    36.8    20.1    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.4     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3    11.1    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
LL + I    : M+   1006.5   891.4   688.4   373.2   206.0   186.4     0.0
            V      47.5    18.3    33.1    95.7   102.1   102.8   109.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.4    66.7    80.4    95.7   102.1   102.8   109.0
            M     899.7   834.6   657.0   373.2   209.2   189.7    -0.0
Total     : M+   1836.2  1611.3  1226.4   657.1   361.3   326.8     0.0
            V      60.6    44.2    71.8   147.2   159.0   160.3   171.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    66.4    92.6   119.1   147.2   159.0   160.3   171.8
            M    1729.4  1554.6  1195.1   657.1   364.5   330.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.4             21.4
Deck+Haunch            25.1             25.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.4              3.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           40.7             40.7
DL-Comp.(DW)           22.5             22.5
Live                   77.4             77.4
        Truck          59.8             59.8
        Lane           17.6             17.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    47.9    53.0    96.9   183.5   245.4   282.6   294.9
(Max)       V      21.4    19.6    19.4    17.6    13.2     8.8     4.4     0.0
DL-Prec.  : M       0.0     7.5     8.3    15.2    28.7    38.4    44.2    46.2
DC(Max)     V       3.4     3.1     3.0     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.1    62.1   113.5   215.0   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    22.8    20.6    15.4    10.3     5.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    18.2    20.1    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.4     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0    11.1    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   149.1   164.8   298.5   550.7   713.1   805.2   821.4
            V      87.2    82.2    81.7    76.6    26.5    14.6    38.0    12.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    87.2    82.2    81.7    76.6    64.3    53.4    42.7    32.4
            M      -0.0   151.7   167.4   298.5   525.6   667.7   719.8   687.9
Total     : M+      0.0   289.5   320.1   582.5  1088.7  1433.1  1634.9  1688.6
            V     150.0   139.7   138.6   128.1    65.2    40.5    51.1    12.3
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   150.0   139.7   138.6   128.1   103.0    79.2    55.8    32.7
            M      -0.0   292.1   322.7   582.5  1063.7  1387.7  1549.5  1555.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.41   52.67   55.00
Self wt.  : M     282.6   245.4   183.5    96.9    53.0    47.9     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.4    19.6    21.4
DL-Prec.  : M      44.2    38.4    28.7    15.2     8.3     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.0     3.1     3.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.0   113.5    62.1    56.1     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    22.8    23.0    25.1
Diaphragm : M       5.5     4.1     2.7     1.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     107.2    93.1    69.7    36.8    20.1    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.4     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3    11.1    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
LL + I    : M+    805.2   713.1   550.7   298.5   164.8   149.1     0.0
            V      38.0    14.6    26.5    76.6    81.7    82.2    87.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    42.7    53.4    64.3    76.6    81.7    82.2    87.2
            M     719.8   667.7   525.6   298.5   167.4   151.7    -0.0
Total     : M+   1634.9  1433.1  1088.7   582.5   320.1   289.5     0.0
            V      51.1    40.5    65.2   128.1   138.6   139.7   150.0
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    55.8    79.2   103.0   128.1   138.6   139.7   150.0
            M    1549.5  1387.7  1063.7   582.5   322.7   292.1    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    59.9    66.3   121.1   229.4   306.8   353.2   368.7
(Max)       V      26.8    24.5    24.3    22.0    16.5    11.0     5.5     0.0
Self wt.  : M       0.0    43.1    47.7    87.2   165.2   220.9   254.3   265.4
(Min)       V      19.3    17.7    17.5    15.8    11.9     7.9     4.0     0.0
DL-Prec.  : M       0.0     9.4    10.4    19.0    35.9    48.0    55.3    57.7
DC(Max)     V       4.2     3.8     3.8     3.4     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     6.8     7.5    13.7    25.9    34.6    39.8    41.6
DC(Min)     V       3.0     2.8     2.7     2.5     1.9     1.2     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    70.2    77.6   141.9   268.8   359.4   413.8   431.9
Haunch (Max)V      31.4    28.7    28.4    25.7    19.3    12.9     6.4     0.0
Deck +    : M       0.0    50.5    55.9   102.2   193.5   258.8   297.9   311.0
Haunch (Min)V      22.6    20.7    20.5    18.5    13.9     9.3     4.6     0.0
Diaphragm : M       0.0     0.7     0.8     1.6     3.3     5.1     6.8     8.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     1.1     2.4     3.7     4.9     6.2
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    22.7    25.1    46.0    87.1   116.4   134.0   139.9
DC(Max)     V      10.2     9.3     9.2     8.3     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    16.4    18.1    33.1    62.7    83.8    96.5   100.7
DC(Min)     V       7.3     6.7     6.6     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0    15.1    16.6    30.4    57.6    77.1    88.7    92.6
DW(Max)     V       6.7     6.2     6.1     5.5     4.1     2.8     1.4     0.0
DL-Comp   : M       0.0     6.5     7.2    13.2    25.0    33.4    38.5    40.1
DW(Min)     V       2.9     2.7     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   326.3   360.5   653.0  1204.6  1559.9  1761.4  1796.7
            V     190.8   179.8   178.6   167.5    57.9    32.0    83.1    26.4
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   190.8   179.8   178.6   167.5   140.7   116.7    93.4    71.0
            M      -0.0   331.9   366.2   653.0  1149.8  1460.6  1574.5  1504.7
Total     : M+      0.0   504.3   557.4  1013.0  1886.8  2472.7  2813.3  2896.2
            V     270.5   252.7   250.8   232.8   107.0    64.8    99.7    26.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   270.5   252.7   250.8   232.8   189.8   149.5   110.0    71.3
            M      -0.0   509.9   563.1  1013.0  1832.0  2373.4  2626.4  2604.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.41   52.67   55.00
Self wt.  : M     353.2   306.8   229.4   121.1    66.3    59.9     0.0
(Max)       V       5.5    11.0    16.5    22.0    24.3    24.5    26.8
Self wt.  : M     254.3   220.9   165.2    87.2    47.7    43.1     0.0
(Min)       V       4.0     7.9    11.9    15.8    17.5    17.7    19.3
DL-Prec.  : M      55.3    48.0    35.9    19.0    10.4     9.4     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     3.8     3.8     4.2
DL-Prec.  : M      39.8    34.6    25.9    13.7     7.5     6.8     0.0
DC(Min)     V       0.6     1.2     1.9     2.5     2.7     2.8     3.0
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     413.8   359.4   268.8   141.9    77.6    70.2     0.0
Haunch (Max)V       6.4    12.9    19.3    25.7    28.4    28.7    31.4
Deck +    : M     297.9   258.8   193.5   102.2    55.9    50.5     0.0
Haunch (Min)V       4.6     9.3    13.9    18.5    20.5    20.7    22.6
Diaphragm : M       6.8     5.1     3.3     1.6     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       4.9     3.7     2.4     1.1     0.6     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     134.0   116.4    87.1    46.0    25.1    22.7     0.0
DC(Max)     V       2.1     4.2     6.3     8.3     9.2     9.3    10.2
DL-Comp   : M      96.5    83.8    62.7    33.1    18.1    16.4     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     6.6     6.7     7.3
DL-Comp   : M      88.7    77.1    57.6    30.4    16.6    15.1     0.0
DW(Max)     V       1.4     2.8     4.1     5.5     6.1     6.2     6.7
DL-Comp   : M      38.5    33.4    25.0    13.2     7.2     6.5     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.6     2.7     2.9
LL + I    : M+   1761.4  1559.9  1204.6   653.0   360.5   326.3     0.0
            V      83.1    32.0    57.9   167.5   178.6   179.8   190.8
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    93.4   116.7   140.7   167.5   178.6   179.8   190.8
            M    1574.5  1460.6  1149.8   653.0   366.2   331.9    -0.0
Total     : M+   2813.3  2472.7  1886.8  1013.0   557.4   504.3     0.0
            V      99.7    64.8   107.0   232.8   250.8   252.7   270.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   110.0   149.5   189.8   232.8   250.8   252.7   270.5
            M    2626.4  2373.4  1832.0  1013.0   563.1   509.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               26.8             26.8
Deck+Haunch            31.4             31.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.2              4.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           50.9             50.9
DL-Comp.(DW)           33.7             33.7
Live                  135.4            135.4
        Truck         104.6            104.6
        Lane           30.8             30.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    47.9    53.0    96.9   183.5   245.4   282.6   294.9
(Max)       V      21.4    19.6    19.4    17.6    13.2     8.8     4.4     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     7.5     8.3    15.2    28.7    38.4    44.2    46.2
DC(Max)     V       3.4     3.1     3.0     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.1    62.1   113.5   215.0   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    22.8    20.6    15.4    10.3     5.1     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     0.6     0.6     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    18.2    20.1    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.4     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.0    11.1    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   130.7   144.2   257.1   452.2   579.0   627.7   624.5
            V      87.0    80.9    80.2    74.0    61.0    48.8    35.8    32.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    87.0    80.9    80.2    74.0    61.0    49.4    39.7    32.5
            M       0.0   130.7   144.2   257.1   452.2   561.2   607.2   624.5
Total     : M+      0.0   271.1   299.5   541.0   990.3  1299.0  1457.4  1491.7
            V     149.8   138.4   137.1   125.5    99.7    74.7    48.8    32.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   149.8   138.4   137.1   125.5    99.7    75.3    52.8    32.7
            M       0.0   271.1   299.5   541.0   990.3  1281.2  1436.8  1491.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.41   52.67   55.00
Self wt.  : M     282.6   245.4   183.5    96.9    53.0    47.9     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.4    19.6    21.4
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      44.2    38.4    28.7    15.2     8.3     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.0     3.1     3.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.0   113.5    62.1    56.1     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    22.8    23.0    25.1
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       5.5     4.1     2.7     1.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     107.2    93.1    69.7    36.8    20.1    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.4     7.4     8.1
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      59.2    51.4    38.4    20.3    11.1    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
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+    627.7   579.0   452.2   257.1   144.2   130.7     0.0
            V      35.8    48.8    61.0    74.0    80.2    80.9    87.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    39.7    49.4    61.0    74.0    80.2    80.9    87.0
            M     607.2   561.2   452.2   257.1   144.2   130.7     0.0
Total     : M+   1457.4  1299.0   990.3   541.0   299.5   271.1     0.0
            V      48.8    74.7    99.7   125.5   137.1   138.4   149.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    52.8    75.3    99.7   125.5   137.1   138.4   149.8
            M    1436.8  1281.2   990.3   541.0   299.5   271.1     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    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.076   0.136   0.242   0.317   0.363   0.378   0.344 
Bottom        -0.062  -0.110  -0.196  -0.258  -0.294  -0.307  -0.279 
 
Prestress
Precast-top   -0.463  -0.463  -0.463  -0.463  -0.463  -0.463  -0.463 
Bottom         1.785   1.785   1.785   1.785   1.785   1.785   1.785 
 
Total
Precast-top   -0.387  -0.327  -0.221  -0.145  -0.100  -0.085  -0.119 
Bottom         1.723   1.675   1.589   1.527   1.491   1.478   1.506 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.48 %)
             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    4.97   10.60   16.23   21.87   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.009   0.009   0.017   0.033   0.044   0.050   0.052 
Precast-top   -0.095  -0.272  -0.257  -0.126   0.132   0.317   0.428   0.466 
Bottom         0.368   1.468   1.454   1.335   1.100   0.932   0.830   0.795 
 

 
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    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.076   0.136   0.242   0.317   0.363   0.378   0.344 
Bottom        -0.062  -0.110  -0.196  -0.258  -0.294  -0.307  -0.279 
 
Prestress
Precast-top   -0.463  -0.463  -0.463  -0.463  -0.463  -0.463  -0.463 
Bottom         1.785   1.785   1.785   1.785   1.785   1.785   1.785 
 
Total
Precast-top   -0.387  -0.327  -0.221  -0.145  -0.100  -0.085  -0.119 
Bottom         1.723   1.675   1.589   1.527   1.491   1.478   1.506 
 
As_top  , in2  1.663   1.326   0.757   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 = 10.48 %)
             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    4.97   10.60   16.23   21.87   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    4.97   10.60   16.23   21.87   27.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.044   0.048   0.086   0.153   0.197   0.215   0.215 
Precast-top   -0.048  -0.111  -0.100  -0.013   0.154   0.271   0.336   0.354 
Bottom         0.184   0.647   0.631   0.497   0.250   0.081  -0.002  -0.017 
 

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
    270.5    6.5   58.5    0.444   0.0   6.00e-3 50.0    277.1     1.131    2.347      0.11
      0.0    0.3   58.4     42.0 0.158      23.4 0.87    12.00     0.092    1.578 
Transfer:   3.00
    252.7    6.5   58.5    1.999   0.0   2.24e-3 36.9    233.3     0.605    1.760      0.00
    509.9    1.4   57.8    189.0 0.149      47.5 1.79    12.00     0.092    1.673 
Critical:   5.48
    233.9    6.5   58.5    2.286   0.0   0.55e-3 30.9    169.7     0.352    1.760      0.00
    984.9    1.6   57.7    189.0 0.139      90.2 3.40    12.00     0.092    1.805 
0.1L    :   5.63
    232.8    6.5   58.5    2.303   0.0   0.46e-3 30.6    164.0     0.336    1.760      0.00
   1013.0    1.6   57.7    189.0 0.138      94.6 3.57    12.00     0.092    1.813 
0.2L    :  11.27
    189.8    6.5   58.5    2.955   0.0   0.16e-3 29.6     97.8     0.193    0.496      0.00
   1832.0    2.1   57.5    189.0 0.113     113.0 4.28    24.00     0.092    1.728 
0.3L    :  16.90
    149.5    6.5   58.5    3.038   0.0   0.82e-3 31.9     87.7     0.190    0.413      0.00
   2373.4    2.1   57.5    189.0 0.089      78.5 2.97    24.00     0.092    1.622 
0.4L    :  22.53
    110.0    6.5   58.5    3.038   0.0   0.97e-3 32.4     48.9     0.108    0.413      0.00
   2626.4    2.1   57.5    189.0 0.065      73.2 2.77    24.00     0.092    2.130 
0.5L    :  28.17
     71.3    6.5   58.5    3.038   0.0   0.47e-3 30.7      0.0     0.092    0.413      0.00
   2604.1    2.1   57.5    189.0 0.042      93.5 3.54    24.00     0.092    3.710 
0.6L    :  33.80
    110.0    6.5   58.5    3.038   0.0   0.97e-3 32.4     48.9     0.108    0.413      0.00
   2626.4    2.1   57.5    189.0 0.065      73.2 2.77    24.00     0.092    2.130 
0.7L    :  39.43
    149.5    6.5   58.5    3.038   0.0   0.82e-3 31.9     87.7     0.190    0.413      0.00
   2373.4    2.1   57.5    189.0 0.089      78.5 2.97    24.00     0.092    1.622 
0.8L    :  45.07
    189.8    6.5   58.5    2.955   0.0   0.16e-3 29.6     97.8     0.193    0.496      0.00
   1832.0    2.1   57.5    189.0 0.113     113.0 4.28    24.00     0.092    1.728 
0.9L    :  50.70
    232.8    6.5   58.5    2.303   0.0   0.46e-3 30.6    164.0     0.336    1.760      0.00
   1013.0    1.6   57.7    189.0 0.138      94.6 3.57    12.00     0.092    1.813 
Critical:  50.86
    233.9    6.5   58.5    2.286   0.0   0.55e-3 30.9    169.7     0.352    1.760      0.00
    984.8    1.6   57.7    189.0 0.139      90.2 3.40    12.00     0.092    1.805 
Transfer:  53.33
    252.7    6.5   58.5    1.999   0.0   2.24e-3 36.9    233.3     0.605    1.760      0.00
    509.9    1.4   57.8    189.0 0.149      47.5 1.79    12.00     0.092    1.673 
Bearing :  55.67
    270.5    6.5   58.5    0.444   0.0   6.00e-3 50.0    277.1     1.131    2.347      0.11
      0.0    0.3   58.4     42.0 0.158      23.4 0.87    12.00     0.092    1.578 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.19
 
 
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
    270.5      5.15     58.54    0.32       58.38    24.00      0.300      0.966      0.000      2.347 
Transfer:      2.33
    252.7      4.86     58.54    1.42       57.83    24.00      0.300      0.869      0.000      1.760 
Critical:      4.81
    234.0      4.50     58.54    1.62       57.73    24.00      0.300      0.751      0.000      1.760 
0.1L    :      4.97
    232.8      4.48     58.54    1.63       57.72    24.00      0.300      0.744      0.000      1.760 
0.2L    :     10.60
    189.8      3.67     58.54    2.09       57.49    24.00      0.300      0.473      0.000      0.496 
0.3L    :     16.23
    149.5      2.89     58.54    2.15       57.46    24.00      0.300      0.214      0.000      0.413 
0.4L    :     21.87
    110.0      2.13     58.54    2.15       57.46    24.00      0.300      0.000      0.000      0.413 
0.5L    :     27.50
     71.3      1.38     58.54    2.15       57.46    24.00      0.300      0.000      0.000      0.413 
0.6L    :     33.13
    110.0      2.13     58.54    2.15       57.46    24.00      0.300      0.000      0.000      0.413 
0.7L    :     38.77
    149.5      2.89     58.54    2.15       57.46    24.00      0.300      0.214      0.000      0.413 
0.8L    :     44.40
    189.8      3.67     58.54    2.09       57.49    24.00      0.300      0.473      0.000      0.496 
0.9L    :     50.03
    232.8      4.48     58.54    1.63       57.72    24.00      0.300      0.744      0.000      1.760 
Critical:     50.19
    234.0      4.50     58.54    1.62       57.73    24.00      0.300      0.751      0.000      1.760 
Transfer:     52.67
    252.7      4.86     58.54    1.42       57.83    24.00      0.300      0.869      0.000      1.760 
Bearing :     55.00
    270.5      5.15     58.54    0.32       58.38    24.00      0.300      0.966      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 = 4.97 ft
Prestress      :       0.191  1.80      0.344  2.20      0.420
Self Wt.       :      -0.043  1.85     -0.079  2.40     -0.102
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          :       0.148            0.265            0.318
 
At 0.2 x L = 10.60 ft
Prestress      :       0.341  1.80      0.614  2.20      0.750
Self Wt.       :      -0.081  1.85     -0.149  2.40     -0.194
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          :       0.260            0.464            0.556
 
At 0.3 x L = 16.23 ft
Prestress      :       0.448  1.80      0.807  2.20      0.986
Self Wt.       :      -0.111  1.85     -0.205  2.40     -0.265
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          :       0.338            0.602            0.721
 
At 0.4 x L = 21.87 ft
Prestress      :       0.513  1.80      0.923  2.20      1.128
Self Wt.       :      -0.130  1.85     -0.240  2.40     -0.311
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          :       0.383            0.683            0.817
 
At 0.5 x L = 27.50 ft
Prestress      :       0.534  1.80      0.961  2.20      1.175
Self Wt.       :      -0.136  1.85     -0.252  2.40     -0.326
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          :       0.398            0.710            0.848
 
At 0.6 x L = 33.13 ft
Prestress      :       0.513  1.80      0.923  2.20      1.128
Self Wt.       :      -0.130  1.85     -0.240  2.40     -0.311
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          :       0.383            0.683            0.817
 
At 0.7 x L = 38.77 ft
Prestress      :       0.448  1.80      0.807  2.20      0.986
Self Wt.       :      -0.111  1.85     -0.205  2.40     -0.265
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          :       0.338            0.602            0.721
 
At 0.8 x L = 44.40 ft
Prestress      :       0.341  1.80      0.614  2.20      0.750
Self Wt.       :      -0.081  1.85     -0.149  2.40     -0.194
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          :       0.260            0.464            0.556
 
At 0.9 x L = 50.03 ft
Prestress      :       0.191  1.80      0.344  2.20      0.420
Self Wt.       :      -0.043  1.85     -0.079  2.40     -0.102
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          :       0.148            0.265            0.318
 

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
   504.3    58.5  1.999  267.8    1.7   1.42   2579.7  0.105T 1.00       -       -     -     -  
H/2     :   2.59
   557.4    58.5  2.029  267.8    1.7   1.44   2617.8  0.104T 1.00       -       -     -     -  
0.1L    :   4.97
  1013.0    58.5  2.303  267.5    1.9   1.63   2963.9  0.091T 1.00       -       -     -     -  
0.2L    :  10.60
  1886.8    58.5  2.955  266.8    2.5   2.09   3777.8  0.071T 1.00       -       -     -     -  
0.3L    :  16.23
  2472.7    58.5  3.038  266.7    2.5   2.15   3880.4  0.069T 1.00   1009.8  1009.8    3.84    -  
0.4L    :  21.87
  2813.3    58.5  3.038  266.7    2.5   2.15   3880.4  0.069T 1.00    966.5   966.5    4.01    -  
0.5L    :  27.50
  2896.2    58.5  3.038  266.7    2.5   2.15   3880.4  0.069T 1.00    951.7   951.7    4.08    -  
0.6L    :  33.13
  2813.3    58.5  3.038  266.7    2.5   2.15   3880.4  0.069T 1.00    966.5   966.5    4.01    -  
0.7L    :  38.77
  2472.7    58.5  3.038  266.7    2.5   2.15   3880.4  0.069T 1.00   1009.8  1009.8    3.84    -  
0.8L    :  44.40
  1886.8    58.5  2.955  266.8    2.5   2.09   3777.8  0.071T 1.00       -       -     -     -  
0.9L    :  50.03
  1013.0    58.5  2.303  267.5    1.9   1.63   2963.9  0.091T 1.00       -       -     -     -  
H/2     :  52.41
   557.4    58.5  2.029  267.8    1.7   1.44   2617.8  0.104T 1.00       -       -     -     -  
Transfer:  52.67
   504.3    58.5  1.999  267.8    1.7   1.42   2579.7  0.105T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.005
        M   2.00 Fb     0.205
 
  2   2 E   6.00 Ft    -0.051
        M   6.00 Fb     0.444
 
  3   2 E   6.00 Ft    -0.097
        M   6.00 Fb     0.683
 
  4   2 E   6.00 Ft    -0.144
        M   6.00 Fb     0.922
 
  5   2 E   2.00 Ft    -0.225
        M   2.00 Fb     1.189
 
  6   2 E   2.00 Ft    -0.305
        M   2.00 Fb     1.456
 
  7   2 E   2.00 Ft    -0.386
        M   2.00 Fb     1.723
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 56.33            Release Length, ft: 56.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.30 %               Final losses: 11.82 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.723     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.387       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)                  3880.36     2896.16     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   0.052     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.466     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.468    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   0.354     Midspan
    Pre.Bot:                                                             2.000   0.647    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  27.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.534  1.80      0.961  2.20      1.175
Self Wt.       :      -0.136  1.85     -0.252  2.40     -0.326
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          :       0.398            0.710            0.848
 
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   55.00
     DC  Line       0.076      0.00       0.076   55.00
 
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 = 56.333 ft
Release length = 56.333 ft
Design  length = 55.000 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)  : 0.847   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.892   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.983   (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     4.97    10.60    16.23    21.87    27.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    752.5    765.3    765.3    765.3    765.3    765.3    765.3    765.3
  Yb      ,  in    24.54    24.19    24.19    24.19    24.19    24.19    24.19    24.19
  MI(Ixx) , in4   287456   292922   292922   292922   292922   292922   292922   292922
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1470.1   1482.4   1482.4   1482.4   1482.4   1482.4   1482.4   1482.4
  Yb      ,  in    41.02    40.71    40.71    40.71    40.71    40.71    40.71    40.71
  MI(Ixx) , in4   709370   726346   726346   726346   726346   726346   726346   726346

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 19.72 ft from member end )
END PATTERN (Ycg = 3.71 in):
     8 @  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     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.946 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.933 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.119 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)       
-------------------------------------------------------------------------------------
       788.666         740 583.613     10.849 43940.070   745.928     356.584        
 
 
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     11.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      11.1670     16.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      16.1670     40.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      40.1663     45.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      45.1663     49.1663    Yes
      2      US#5[M16]       60.00        0.62       9.00      49.1663     50.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      50.6663     53.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00      53.6663     54.0833    Yes
      2      US#6[M19]       60.00        0.88       4.50      54.0833     55.9583    Yes
      2      US#6[M19]       60.00        0.88       3.00      55.9583     56.2083    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 56.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  3.71 in
         P_init    =      595.5 kips  Ecc = 20.93 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.43 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.313 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.82 ksi    0.00 ksi
    due to Composite Loads                                 -0.66 ksi    0.00 ksi
    due to Live Loads                                      -3.05 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                         7.23 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.43 ksi  ( 4.30 %)            15.01 ksi ( 7.66 %)
Total Prestress Losses                                    23.44 ksi (11.96 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    47.9    53.0    96.9   183.5   245.4   282.6   294.9
(Max)       V      21.4    19.6    19.4    17.6    13.2     8.8     4.4     0.0
DL-Prec.  : M       0.0     6.9     7.6    13.9    26.3    35.1    40.4    42.2
DC(Max)     V       3.1     2.8     2.8     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    49.5    54.7   100.0   189.4   253.2   291.6   304.3
Haunch (Max)V      22.1    20.3    20.0    18.1    13.6     9.1     4.5     0.0
Diaphragm : M       0.0     0.3     0.3     0.6     1.3     2.0     2.7     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    18.2    20.1    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.4     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0    11.1    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   182.5   201.6   365.2   673.7   872.4   985.1  1004.8
            V      95.5    90.0    89.4    83.8    29.0    16.0    41.6    13.2
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    95.5    90.0    89.4    83.8    70.4    58.4    46.7    35.5
            M      -0.0   185.6   204.8   365.2   643.0   816.8   880.5   841.5
Total     : M+      0.0   315.2   348.5   633.7  1182.3  1552.7  1768.7  1823.4
            V     154.9   144.4   143.2   132.5    65.5    40.4    53.8    13.3
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   154.9   144.4   143.2   132.5   107.0    82.8    59.0    35.6
            M      -0.0   318.4   351.6   633.7  1151.6  1497.2  1664.2  1660.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.41   52.67   55.00
Self wt.  : M     282.6   245.4   183.5    96.9    53.0    47.9     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.4    19.6    21.4
DL-Prec.  : M      40.4    35.1    26.3    13.9     7.6     6.9     0.0
DC(Max)     V       0.6     1.3     1.9     2.5     2.8     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     291.6   253.2   189.4   100.0    54.7    49.5     0.0
Haunch (Max)V       4.5     9.1    13.6    18.1    20.0    20.3    22.1
Diaphragm : M       2.7     2.0     1.3     0.6     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     107.2    93.1    69.7    36.8    20.1    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.4     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3    11.1    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
LL + I    : M+    985.1   872.4   673.7   365.2   201.6   182.5     0.0
            V      41.6    16.0    29.0    83.8    89.4    90.0    95.5
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    46.7    58.4    70.4    83.8    89.4    90.0    95.5
            M     880.5   816.8   643.0   365.2   204.8   185.6    -0.0
Total     : M+   1768.7  1552.7  1182.3   633.7   348.5   315.2     0.0
            V      53.8    40.4    65.5   132.5   143.2   144.4   154.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    59.0    82.8   107.0   132.5   143.2   144.4   154.9
            M    1664.2  1497.2  1151.6   633.7   351.6   318.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.4             21.4
Deck+Haunch            22.1             22.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.1              3.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           40.7             40.7
DL-Comp.(DW)           22.5             22.5
Live                   77.4             77.4
        Truck          59.8             59.8
        Lane           17.6             17.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    47.9    53.0    96.9   183.5   245.4   282.6   294.9
(Max)       V      21.4    19.6    19.4    17.6    13.2     8.8     4.4     0.0
DL-Prec.  : M       0.0     6.9     7.6    13.9    26.3    35.1    40.4    42.2
DC(Max)     V       3.1     2.8     2.8     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    49.5    54.7   100.0   189.4   253.2   291.6   304.3
Haunch (Max)V      22.1    20.3    20.0    18.1    13.6     9.1     4.5     0.0
Diaphragm : M       0.0     0.3     0.3     0.6     1.3     2.0     2.7     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    18.2    20.1    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.4     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0    11.1    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   146.0   161.3   292.2   538.9   697.9   788.1   803.8
            V      76.4    72.0    71.5    67.0    23.2    12.8    33.3    10.6
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    76.4    72.0    71.5    67.0    56.3    46.7    37.4    28.4
            M      -0.0   148.5   163.8   292.2   514.4   653.5   704.4   673.2
Total     : M+      0.0   278.7   308.1   560.6  1047.6  1378.2  1571.7  1622.4
            V     135.8   126.4   125.3   115.7    59.7    37.2    45.5    10.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   135.8   126.4   125.3   115.7    92.9    71.1    49.7    28.5
            M      -0.0   281.2   310.7   560.6  1023.0  1333.8  1488.1  1491.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.41   52.67   55.00
Self wt.  : M     282.6   245.4   183.5    96.9    53.0    47.9     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.4    19.6    21.4
DL-Prec.  : M      40.4    35.1    26.3    13.9     7.6     6.9     0.0
DC(Max)     V       0.6     1.3     1.9     2.5     2.8     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     291.6   253.2   189.4   100.0    54.7    49.5     0.0
Haunch (Max)V       4.5     9.1    13.6    18.1    20.0    20.3    22.1
Diaphragm : M       2.7     2.0     1.3     0.6     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     107.2    93.1    69.7    36.8    20.1    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.4     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3    11.1    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
LL + I    : M+    788.1   697.9   538.9   292.2   161.3   146.0     0.0
            V      33.3    12.8    23.2    67.0    71.5    72.0    76.4
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    37.4    46.7    56.3    67.0    71.5    72.0    76.4
            M     704.4   653.5   514.4   292.2   163.8   148.5    -0.0
Total     : M+   1571.7  1378.2  1047.6   560.6   308.1   278.7     0.0
            V      45.5    37.2    59.7   115.7   125.3   126.4   135.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    49.7    71.1    92.9   115.7   125.3   126.4   135.8
            M    1488.1  1333.8  1023.0   560.6   310.7   281.2    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    59.9    66.3   121.1   229.4   306.8   353.2   368.7
(Max)       V      26.8    24.5    24.3    22.0    16.5    11.0     5.5     0.0
Self wt.  : M       0.0    43.1    47.7    87.2   165.2   220.9   254.3   265.4
(Min)       V      19.3    17.7    17.5    15.8    11.9     7.9     4.0     0.0
DL-Prec.  : M       0.0     8.6     9.5    17.3    32.8    43.9    50.5    52.7
DC(Max)     V       3.8     3.5     3.5     3.1     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     6.2     6.8    12.5    23.6    31.6    36.4    38.0
DC(Min)     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
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    61.8    68.4   125.0   236.7   316.6   364.4   380.4
Haunch (Max)V      27.7    25.3    25.1    22.7    17.0    11.3     5.7     0.0
Deck +    : M       0.0    44.5    49.2    90.0   170.5   227.9   262.4   273.9
Haunch (Min)V      19.9    18.2    18.0    16.3    12.2     8.2     4.1     0.0
Diaphragm : M       0.0     0.4     0.4     0.8     1.7     2.5     3.4     4.3
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.6     1.2     1.8     2.5     3.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    22.7    25.1    46.0    87.1   116.4   134.0   139.9
DC(Max)     V      10.2     9.3     9.2     8.3     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    16.4    18.1    33.1    62.7    83.8    96.5   100.7
DC(Min)     V       7.3     6.7     6.6     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0    15.1    16.6    30.4    57.6    77.1    88.7    92.6
DW(Max)     V       6.7     6.2     6.1     5.5     4.1     2.8     1.4     0.0
DL-Comp   : M       0.0     6.5     7.2    13.2    25.0    33.4    38.5    40.1
DW(Min)     V       2.9     2.7     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   319.3   352.8   639.1  1178.9  1526.6  1723.9  1758.4
            V     167.1   157.5   156.4   146.6    50.7    28.0    72.8    23.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   167.1   157.5   156.4   146.6   123.2   102.2    81.8    62.2
            M      -0.0   324.8   358.4   639.1  1125.3  1429.4  1540.9  1472.6
Total     : M+      0.0   487.8   539.2   979.8  1824.3  2389.9  2718.2  2797.1
            V     242.4   226.5   224.7   208.4    97.1    59.0    88.3    23.3
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   242.4   226.5   224.7   208.4   169.6   133.2    97.4    62.3
            M      -0.0   493.3   544.7   979.8  1770.7  2292.7  2535.3  2511.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.41   52.67   55.00
Self wt.  : M     353.2   306.8   229.4   121.1    66.3    59.9     0.0
(Max)       V       5.5    11.0    16.5    22.0    24.3    24.5    26.8
Self wt.  : M     254.3   220.9   165.2    87.2    47.7    43.1     0.0
(Min)       V       4.0     7.9    11.9    15.8    17.5    17.7    19.3
DL-Prec.  : M      50.5    43.9    32.8    17.3     9.5     8.6     0.0
DC(Max)     V       0.8     1.6     2.4     3.1     3.5     3.5     3.8
DL-Prec.  : M      36.4    31.6    23.6    12.5     6.8     6.2     0.0
DC(Min)     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
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     364.4   316.6   236.7   125.0    68.4    61.8     0.0
Haunch (Max)V       5.7    11.3    17.0    22.7    25.1    25.3    27.7
Deck +    : M     262.4   227.9   170.5    90.0    49.2    44.5     0.0
Haunch (Min)V       4.1     8.2    12.2    16.3    18.0    18.2    19.9
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     134.0   116.4    87.1    46.0    25.1    22.7     0.0
DC(Max)     V       2.1     4.2     6.3     8.3     9.2     9.3    10.2
DL-Comp   : M      96.5    83.8    62.7    33.1    18.1    16.4     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     6.6     6.7     7.3
DL-Comp   : M      88.7    77.1    57.6    30.4    16.6    15.1     0.0
DW(Max)     V       1.4     2.8     4.1     5.5     6.1     6.2     6.7
DL-Comp   : M      38.5    33.4    25.0    13.2     7.2     6.5     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.6     2.7     2.9
LL + I    : M+   1723.9  1526.6  1178.9   639.1   352.8   319.3     0.0
            V      72.8    28.0    50.7   146.6   156.4   157.5   167.1
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    81.8   102.2   123.2   146.6   156.4   157.5   167.1
            M    1540.9  1429.4  1125.3   639.1   358.4   324.8    -0.0
Total     : M+   2718.2  2389.9  1824.3   979.8   539.2   487.8     0.0
            V      88.3    59.0    97.1   208.4   224.7   226.5   242.4
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    97.4   133.2   169.6   208.4   224.7   226.5   242.4
            M    2535.3  2292.7  1770.7   979.8   544.7   493.3    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               26.8             26.8
Deck+Haunch            27.7             27.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.8              3.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           50.9             50.9
DL-Comp.(DW)           33.7             33.7
Live                  135.4            135.4
        Truck         104.6            104.6
        Lane           30.8             30.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    47.9    53.0    96.9   183.5   245.4   282.6   294.9
(Max)       V      21.4    19.6    19.4    17.6    13.2     8.8     4.4     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     6.9     7.6    13.9    26.3    35.1    40.4    42.2
DC(Max)     V       3.1     2.8     2.8     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    49.5    54.7   100.0   189.4   253.2   291.6   304.3
Haunch (Max)V      22.1    20.3    20.0    18.1    13.6     9.1     4.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     0.6     1.3     2.0     2.7     3.4
(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    18.2    20.1    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.4     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.0    11.1    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.1     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   166.5   183.7   327.4   575.9   737.4   799.5   795.4
            V      95.3    88.6    87.8    81.0    66.8    53.4    39.1    35.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    95.3    88.6    87.8    81.0    66.8    54.1    43.5    35.5
            M       0.0   166.5   183.7   327.4   575.9   714.7   773.3   795.4
Total     : M+      0.0   299.2   330.5   595.9  1084.5  1417.8  1583.2  1613.9
            V     154.7   142.9   141.6   129.7   103.3    77.8    51.4    35.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   154.7   142.9   141.6   129.7   103.3    78.5    55.7    35.7
            M       0.0   299.2   330.5   595.9  1084.5  1395.1  1556.9  1613.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   52.41   52.67   55.00
Self wt.  : M     282.6   245.4   183.5    96.9    53.0    47.9     0.0
(Max)       V       4.4     8.8    13.2    17.6    19.4    19.6    21.4
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      40.4    35.1    26.3    13.9     7.6     6.9     0.0
DC(Max)     V       0.6     1.3     1.9     2.5     2.8     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     291.6   253.2   189.4   100.0    54.7    49.5     0.0
Haunch (Max)V       4.5     9.1    13.6    18.1    20.0    20.3    22.1
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     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     107.2    93.1    69.7    36.8    20.1    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.4     7.4     8.1
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      59.2    51.4    38.4    20.3    11.1    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.1     4.1     4.5
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+    799.5   737.4   575.9   327.4   183.7   166.5     0.0
            V      39.1    53.4    66.8    81.0    87.8    88.6    95.3
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    43.5    54.1    66.8    81.0    87.8    88.6    95.3
            M     773.3   714.7   575.9   327.4   183.7   166.5     0.0
Total     : M+   1583.2  1417.8  1084.5   595.9   330.5   299.2     0.0
            V      51.4    77.8   103.3   129.7   141.6   142.9   154.7
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    55.7    78.5   103.3   129.7   141.6   142.9   154.7
            M    1556.9  1395.1  1084.5   595.9   330.5   299.2     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    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.076   0.136   0.242   0.317   0.363   0.378   0.344 
Bottom        -0.062  -0.110  -0.196  -0.258  -0.294  -0.307  -0.279 
 
Prestress
Precast-top   -0.463  -0.463  -0.463  -0.463  -0.463  -0.463  -0.463 
Bottom         1.785   1.785   1.785   1.785   1.785   1.785   1.785 
 
Total
Precast-top   -0.387  -0.327  -0.221  -0.145  -0.100  -0.085  -0.119 
Bottom         1.723   1.675   1.589   1.527   1.491   1.478   1.506 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.48 %)
             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    4.97   10.60   16.23   21.87   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.009   0.010   0.019   0.036   0.048   0.055   0.057 
Precast-top   -0.095  -0.280  -0.266  -0.144   0.099   0.272   0.376   0.411 
Bottom         0.368   1.475   1.462   1.350   1.128   0.970   0.874   0.842 
 

 
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    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.076   0.136   0.242   0.317   0.363   0.378   0.344 
Bottom        -0.062  -0.110  -0.196  -0.258  -0.294  -0.307  -0.279 
 
Prestress
Precast-top   -0.463  -0.463  -0.463  -0.463  -0.463  -0.463  -0.463 
Bottom         1.785   1.785   1.785   1.785   1.785   1.785   1.785 
 
Total
Precast-top   -0.387  -0.327  -0.221  -0.145  -0.100  -0.085  -0.119 
Bottom         1.723   1.675   1.589   1.527   1.491   1.478   1.506 
 
As_top  , in2  1.663   1.326   0.757   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 = 10.48 %)
             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    4.97   10.60   16.23   21.87   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    4.97   10.60   16.23   21.87   27.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.060   0.066   0.118   0.208   0.268   0.292   0.292 
Precast-top   -0.048  -0.104  -0.093   0.000   0.176   0.298   0.364   0.380 
Bottom         0.184   0.626   0.608   0.455   0.177  -0.011  -0.100  -0.114 
 

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
    242.4    6.5   58.5    0.445   0.0   6.00e-3 50.0    246.0     1.005    2.347      0.00
      0.0    0.4   58.4     42.0 0.142      23.4 0.87    12.00     0.092    1.760 
Transfer:   3.00
    226.5    6.5   58.5    2.002   0.0   1.31e-3 33.6    187.3     0.431    1.760      0.00
    493.3    1.6   57.7    189.0 0.134      64.3 2.42    12.00     0.092    1.864 
Critical:   5.47
    209.5    6.5   58.5    2.289   0.0  -0.00e-3 29.0    105.3     0.203    1.760      0.00
    951.0    1.8   57.6    189.0 0.124     127.4 4.81    24.00     0.092    2.011 
0.1L    :   5.63
    208.4    6.5   58.5    2.307   0.0  -0.01e-3 29.0    104.0     0.200    1.760      0.00
    979.8    1.9   57.6    189.0 0.124     127.6 4.82    24.00     0.092    2.021 
0.2L    :  11.27
    169.6    6.5   58.5    2.959   0.0  -0.01e-3 29.0     61.5     0.119    0.496      0.00
   1770.7    2.4   57.3    189.0 0.101     127.0 4.82    24.00     0.092    2.037 
0.3L    :  16.90
    133.2    6.5   58.5    3.038   0.0   0.45e-3 30.6     53.5     0.110    0.413      0.00
   2292.7    2.4   57.3    189.0 0.079      94.5 3.59    24.00     0.092    1.993 
0.4L    :  22.53
     97.4    6.5   58.5    3.038   0.0   0.62e-3 31.2     22.0     0.092    0.413      0.00
   2535.3    2.4   57.3    189.0 0.058      86.1 3.27    24.00     0.092    2.606 
0.5L    :  28.17
     62.3    6.5   58.5    3.038   0.0   0.16e-3 29.6      0.0     0.092    0.413      0.00
   2511.2    2.4   57.3    189.0 0.037     112.8 4.28    24.00     0.092    4.646 
0.6L    :  33.80
     97.4    6.5   58.5    3.038   0.0   0.62e-3 31.2     22.0     0.092    0.413      0.00
   2535.3    2.4   57.3    189.0 0.058      86.1 3.27    24.00     0.092    2.606 
0.7L    :  39.43
    133.2    6.5   58.5    3.038   0.0   0.45e-3 30.6     53.5     0.110    0.413      0.00
   2292.7    2.4   57.3    189.0 0.079      94.5 3.59    24.00     0.092    1.993 
0.8L    :  45.07
    169.6    6.5   58.5    2.959   0.0  -0.01e-3 29.0     61.5     0.119    0.496      0.00
   1770.7    2.4   57.3    189.0 0.101     127.0 4.82    24.00     0.092    2.037 
0.9L    :  50.70
    208.4    6.5   58.5    2.307   0.0  -0.01e-3 29.0    104.0     0.200    1.760      0.00
    979.8    1.9   57.6    189.0 0.124     127.6 4.82    24.00     0.092    2.021 
Critical:  50.87
    209.5    6.5   58.5    2.289   0.0  -0.00e-3 29.0    105.3     0.203    1.760      0.00
    951.0    1.8   57.6    189.0 0.124     127.4 4.81    24.00     0.092    2.011 
Transfer:  53.33
    226.5    6.5   58.5    2.002   0.0   1.31e-3 33.6    187.3     0.431    1.760      0.00
    493.3    1.6   57.7    189.0 0.134      64.3 2.42    12.00     0.092    1.864 
Bearing :  55.67
    242.4    6.5   58.5    0.445   0.0   6.00e-3 50.0    246.0     1.005    2.347      0.00
      0.0    0.4   58.4     42.0 0.142      23.4 0.87    12.00     0.092    1.760 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.19
 
 
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
    242.4      4.62     58.54    0.36       58.35    24.00      0.300      0.789      0.000      2.347 
Transfer:      2.33
    226.5      4.36     58.54    1.62       57.73    24.00      0.300      0.703      0.000      1.760 
Critical:      4.80
    209.5      4.04     58.54    1.84       57.61    24.00      0.300      0.597      0.000      1.760 
0.1L    :      4.97
    208.4      4.02     58.54    1.86       57.61    24.00      0.300      0.590      0.000      1.760 
0.2L    :     10.60
    169.6      3.29     58.54    2.38       57.35    24.00      0.300      0.345      0.000      0.496 
0.3L    :     16.23
    133.2      2.58     58.54    2.44       57.32    24.00      0.300      0.111      0.000      0.413 
0.4L    :     21.87
     97.4      1.89     58.54    2.44       57.32    24.00      0.300      0.000      0.000      0.413 
0.5L    :     27.50
     62.3      1.21     58.54    2.44       57.32    24.00      0.300      0.000      0.000      0.413 
0.6L    :     33.13
     97.4      1.89     58.54    2.44       57.32    24.00      0.300      0.000      0.000      0.413 
0.7L    :     38.77
    133.2      2.58     58.54    2.44       57.32    24.00      0.300      0.111      0.000      0.413 
0.8L    :     44.40
    169.6      3.29     58.54    2.38       57.35    24.00      0.300      0.345      0.000      0.496 
0.9L    :     50.03
    208.4      4.02     58.54    1.86       57.61    24.00      0.300      0.590      0.000      1.760 
Critical:     50.20
    209.5      4.04     58.54    1.84       57.61    24.00      0.300      0.597      0.000      1.760 
Transfer:     52.67
    226.5      4.36     58.54    1.62       57.73    24.00      0.300      0.703      0.000      1.760 
Bearing :     55.00
    242.4      4.62     58.54    0.36       58.35    24.00      0.300      0.789      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 = 4.97 ft
Prestress      :       0.191  1.80      0.344  2.20      0.420
Self Wt.       :      -0.043  1.85     -0.079  2.40     -0.102
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          :       0.148            0.265            0.318
 
At 0.2 x L = 10.60 ft
Prestress      :       0.341  1.80      0.614  2.20      0.750
Self Wt.       :      -0.081  1.85     -0.149  2.40     -0.194
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          :       0.260            0.464            0.556
 
At 0.3 x L = 16.23 ft
Prestress      :       0.448  1.80      0.807  2.20      0.986
Self Wt.       :      -0.111  1.85     -0.205  2.40     -0.265
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          :       0.338            0.602            0.721
 
At 0.4 x L = 21.87 ft
Prestress      :       0.513  1.80      0.923  2.20      1.128
Self Wt.       :      -0.130  1.85     -0.240  2.40     -0.311
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          :       0.383            0.683            0.817
 
At 0.5 x L = 27.50 ft
Prestress      :       0.534  1.80      0.961  2.20      1.175
Self Wt.       :      -0.136  1.85     -0.252  2.40     -0.326
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          :       0.398            0.710            0.848
 
At 0.6 x L = 33.13 ft
Prestress      :       0.513  1.80      0.923  2.20      1.128
Self Wt.       :      -0.130  1.85     -0.240  2.40     -0.311
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          :       0.383            0.683            0.817
 
At 0.7 x L = 38.77 ft
Prestress      :       0.448  1.80      0.807  2.20      0.986
Self Wt.       :      -0.111  1.85     -0.205  2.40     -0.265
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          :       0.338            0.602            0.721
 
At 0.8 x L = 44.40 ft
Prestress      :       0.341  1.80      0.614  2.20      0.750
Self Wt.       :      -0.081  1.85     -0.149  2.40     -0.194
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          :       0.260            0.464            0.556
 
At 0.9 x L = 50.03 ft
Prestress      :       0.191  1.80      0.344  2.20      0.420
Self Wt.       :      -0.043  1.85     -0.079  2.40     -0.102
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          :       0.148            0.265            0.318
 

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
   487.8    58.5  2.002  267.5    1.9   1.62   2576.7  0.092T 1.00       -       -     -     -  
H/2     :   2.59
   539.2    58.5  2.032  267.5    1.9   1.64   2614.6  0.091T 1.00       -       -     -     -  
0.1L    :   4.97
   979.8    58.5  2.307  267.2    2.2   1.86   2958.8  0.080T 1.00       -       -     -     -  
0.2L    :  10.60
  1824.3    58.5  2.959  266.4    2.8   2.38   3767.3  0.062T 1.00       -       -     -     -  
0.3L    :  16.23
  2389.9    58.5  3.038  266.3    2.9   2.44   3864.0  0.060T 1.00   1023.1  1023.1    3.78    -  
0.4L    :  21.87
  2718.2    58.5  3.038  266.3    2.9   2.44   3864.0  0.060T 1.00    984.5   984.5    3.92    -  
0.5L    :  27.50
  2797.1    58.5  3.038  266.3    2.9   2.44   3864.0  0.060T 1.00    971.4   971.4    3.98    -  
0.6L    :  33.13
  2718.2    58.5  3.038  266.3    2.9   2.44   3864.0  0.060T 1.00    984.5   984.5    3.92    -  
0.7L    :  38.77
  2389.9    58.5  3.038  266.3    2.9   2.44   3864.0  0.060T 1.00   1023.1  1023.1    3.78    -  
0.8L    :  44.40
  1824.3    58.5  2.959  266.4    2.8   2.38   3767.3  0.062T 1.00       -       -     -     -  
0.9L    :  50.03
   979.8    58.5  2.307  267.2    2.2   1.86   2958.8  0.080T 1.00       -       -     -     -  
H/2     :  52.41
   539.2    58.5  2.032  267.5    1.9   1.64   2614.6  0.091T 1.00       -       -     -     -  
Transfer:  52.67
   487.8    58.5  2.002  267.5    1.9   1.62   2576.7  0.092T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.005
        M   2.00 Fb     0.205
 
  2   2 E   6.00 Ft    -0.051
        M   6.00 Fb     0.444
 
  3   2 E   6.00 Ft    -0.097
        M   6.00 Fb     0.683
 
  4   2 E   6.00 Ft    -0.144
        M   6.00 Fb     0.922
 
  5   2 E   2.00 Ft    -0.225
        M   2.00 Fb     1.189
 
  6   2 E   2.00 Ft    -0.305
        M   2.00 Fb     1.456
 
  7   2 E   2.00 Ft    -0.386
        M   2.00 Fb     1.723
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 56.33            Release Length, ft: 56.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.30 %               Final losses: 11.96 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.723     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.387       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)                  3864.00     2797.06     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   0.057     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.411     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.475    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   0.380     Midspan
    Pre.Bot:                                                             2.000   0.626    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  27.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.534  1.80      0.961  2.20      1.175
Self Wt.       :      -0.136  1.85     -0.252  2.40     -0.326
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          :       0.398            0.710            0.848
 
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

